IFB_24-25-23_Groveview_Pump_Station_Improvements_-_Plans.pdf

J:

\S

2.

\C iv il\ D

W G

C ur re nt _P la n_

Se t\W or ki ng \1

C ov er

.d w g A pr

7,

- 3 :4

5p m z aa da d

Know what's below.

before you dig.Call

R

C I T Y O F S A N F O R D

INDEX OF SHEETS

GROVEVIEW PUMP

STATION IMPROVEMENTS

DEMOLITION PLAN

GENERAL NOTES

5.

7.

COVER SHEET1.

3.

2.

4.

6.

SITE PLAN

LIFT STATION PLAN VIEW

N

Graphic Scale in Feet

200 200 400VICINITY MAP

1" = 200'

CITY OFFICIALS

MAYOR

ART WOODRUFF

COMMISSIONERS

DISTRICT 1: SHEENA BRITTON

DISTRICT 2: KERRY S. WIGGINS, SR.

DISTRICT 3: PATRICK AUSTIN

DISTRICT 4: PATTY MAHANY

UTILITY PLANTS MANAGER

RICHARD CASELLA, UMC

BRYNT JOHNSON

PUBLIC WORKS/

UTILITIES DIRECTOR

NEW LIFT STATION SITE LOCATION

BY-PASS PUMP DETAILS AND NOTES

LIFT STATION SECTION

E-1. ELECTRICAL SITE PLAN

E-2A, E-2B ELECTRICAL DIAGRAMS

E-3. CALCULATIONS AND DETAILS

c 2024 FL P.E. No. 64727

ROCCO R. NASSO II, P.E.

*NOTICE*

THIS SET OF PLANS IS NOT VALID FOR CONSTRUCTION PURPOSES WITHOUT BEING STAMPED

"APPROVED FOR CONSTRUCTION BY CPH INC." PLANS WITHOUT THIS STAMP ARE GIVEN FOR

INFORMATIONAL PURPOSES ONLY.

JOB# S06222

DATE: AUGUST 2024

CITY MANAGER

NORTON N BONAPARTE JR

IFB 24/25-23

DETAILS

www.cphcorp.com A Full Service

A & E Firm

Plans Prepared by:

CPH, LLC

500 West Fulton Street

Sanford, FL 32771 Ph: 407.322.6841

BID DOCUMENTS

2GENERAL NOTES

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

GENERAL PROVISIONS

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO

(.MP4, .MPG, .WMV, .MOV OR APPROVED EQUAL) AT THE EXISTING LIFT STATION AND THE

NEW LIFT STATION SITE IN ACCORDANCE WITH THE SPECIFICATIONS. THE FILES SHALL BE

SAVED IN DIGITAL FORMAT ON A PORTABLE USB HARD/FLASH DRIVE OR APPROVED EQUAL,

AND SHALL BE ABLE TO BE PLAYED BACK ON ANY WINDOWS COMPATIBLE COMPUTER. IN

PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING BUILDINGS,

STRUCTURES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION

AREAS.

2. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY

STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY

MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS

SHALL BE INCIDENTAL TO THE CONTRACT.

3. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE

REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS.

4. THE SIZE OF THIS PROJECT IS LESS THAN 1.0 ACRE; THEREFORE, THE CONSTRUCTION IS

NOT REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER

DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. HOWEVER, THE

CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE

WITH THE DRAWINGS AND SPECIFICATIONS.

5. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS REPRESENT A

MINIMUM REQUIREMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NEEDED IN ORDER TO PREVENT

THE TRANSFER OF SEDIMENT FROM THE PROJECT AREA AND PREVENT THE EROSION OF

SURFACES DURING CONSTRUCTION, AS NEEDED TO PROTECT ADJACENT PROPERTIES AND

WATER BODIES.

6. IN THE EVENT THAT WATER IS ENCOUNTERED DURING CONSTRUCTION, DEWATERING

SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN,

INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND

THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. IF DEWATERING

EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD

TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000,000 GPD PUMP CAPACITY, THE

CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE ST.

JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD). THE ENGINEER AND/OR OWNER

SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE ABOVE THRESHOLDS ARE EXCEEDED.

7. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL

PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING

AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS

REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

8. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS

EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY BOUNDARY,

RIGHT-OF-WAY AND EASEMENTS, AND OTHER AREAS SPECIFICALLY DESIGNATED FOR

CONSTRUCTION. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING

PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT

FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN

SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE

BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND

NO EXTRA COMPENSATION SHALL BE PROVIDED.

9. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE

GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL

BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY

DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

10. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS,

RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER

PROFESSIONALS. CPH, LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS

INFORMATION.

11. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS,

WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, LLC IS NOT

RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS.

12. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF

THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS,

ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION,

AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE

SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.

EXISTING UTILITIES

1. THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY,

OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE.

2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE

PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN

FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER ASSUMES NO RESPONSIBILITY

FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, THE

CONTRACTOR SHALL CONDUCT ALL INVESTIGATIONS NEEDED TO DETERMINE THE

HORIZONTAL AND VERTICAL ELEVATIONS OF EXISTING UTILITIES THAT WILL BE CONNECTED

TO, CROSSED, OR OTHERWISE BE LOCATED IN THE VICINITY OF THE PROPOSED

CONSTRUCTION. AT PROPOSED CONNECTIONS, INVESTIGATIONS SHALL EXTEND BEYOND

THE POINT OF CONNECTION AS NEEDED TO ADJUST PROPOSED CONNECTION POINTS DUE

TO UTILITY CONFLICTS. IN THE EVENT STRUCTURES ARE IMPACTED IN ORDER TO CONDUCT

THESE INVESTIGATIONS, THE COST OF TRAFFIC CONTROL AND RESTORATION IS

INCIDENTAL TO THE CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

NOTIFY ALL UTILITIES OF THE CONSTRUCTION AND TO MAKE THE NECESSARY

ARRANGEMENTS TO PROTECT ALL EXISTING UTILITIES. ANY UTILITIES THAT INTERFERE

WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE OWNER

AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION.

3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING

UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY

DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE

SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES

PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL

NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT

LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

4. THE FOLLOWING UTILITIES HAVE PREVIOUSLY INDICATED THAT THEY MAY HAVE

FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA:

AT&T DISTRIBUTION

ATTN: DINO FARRUGGIO

E-MAIL: G27896@ATT.COM

CHARTER COMMUNICATIONS (SPECTRUM)

ATTN: JOHN SMITH

407-532-8520

CROWN CASTLE

800-654-3110

FLORIDA POWER & LIGHT

ATTN: JAMIE PURNELL

386-586-6403

E-MAIL: JAMIE.PURNELL@FPL.COM

FLORIDA PUBLIC UTILITIES

ATTN: COLIN DUNN

352-636-7057 E-MAIL: CDUNN@CHPK.COM

CITY OF LAKE MARY

ATTN: DANIELLE KOURY

407-585-1452

E-MAIL: DKOURY@LAKEMARYFL.COM

CITY OF SANFORD

ATTN: RICHARD BLAKE

407-688-5101

E-MAIL: RICHARD.BLAKE@SANFORDFL.GOV

SEMINOLE COUNTY ENVIRONMENTAL SERVICES DEPT.

ATTN: PAUL ZIMMERMAN

407-665-2040

E-MAIL: PZIMMERMAN@SEMINOLECOUNTYFL.GOV

THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL

COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING

CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS

OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY.

6. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING

PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE

DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE

INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH

THE PERMISSION OF THE OWNER AND THE ENGINEER.

7. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND

LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND

ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING

LINES.

8. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE

ENGINEER’S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION

PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED

CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT

SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH

PROPOSED REVISIONS DEVIATE FROM THE FDEP CONSTRUCTION PERMIT, THEN SUCH

REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

9. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL

FIELD VERIFY THE LOCATION, DEPTH, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL

EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR

DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL

FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT

DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH

DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED

PORTIONS OF THE PROJECT AND THE REASONS THEREFORE, SHALL BE SUBMITTED WITH

SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR’S CONVENIENCE SHALL

BE MADE AT NO ADDITIONAL COST TO THE OWNER

TRAFFIC CONTROL

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TEMPORARY TRAFFIC

CONTROL PLAN (TTCP) PRIOR TO CONSTRUCTION. THE TTCP (ALSO CALLED A

MAINTENANCE OF TRAFFIC (MOT) PLAN) SHALL SHOW ALL PROPOSED TRAFFIC

CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL

ALL PROPOSED CONSTRUCTION SEQUENCING. THE TTCP PLAN AND INSTALLED

TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER,

AND ROADWAY JURISDICTIONAL AGENCY. IN GENERAL, ROADWAY LANE

CLOSURES AND DRIVEWAY CLOSURES ARE PROHIBITED DURING CONSTRUCTION

UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS

DETERMINED THAT ROADWAY AND DRIVEWAY CLOSURES WILL BE ALLOWED, THE

CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 3:00

P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED TTCP PLAN.

2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT

STANDARD PLANS FOR ROAD CONSTRUCTION, INDEX NO. 102-600 AND THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC

CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND

MAINTAINED DURING CONSTRUCTION.

3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE

PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED

THROUGHOUT CONSTRUCTION.

4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE

TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR

ALL PROPERTY OWNERS DURING CONSTRUCTION.

5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST.

6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY

CONDITIONS.

7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER

CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY.

8. WHEN WORK OCCURS ALONG TWO LANE, TWO WAY ROADS AND IS WITHIN 15-FT

OF ACTIVE ROAD TRAVEL WAY BUT NO CLOSER THAN 2-FT FROM THE TRAVEL

WAY, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE

WITH FDOT INDEX NO. 102-600 AND 102-602. WHEN WORK OCCURS ALONG TWO

LANE, TWO WAY ROADS BETWEEN THE ROAD CENTERLINE AND A LINE 2-FT

OUTSIDE THE EDGE OF THE TRAVEL WAY, SIGNAGE AND WARNING DEVICES ARE

TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 102-600 AND 102-603.

9. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND

MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER HAZARDS EXIST AND

TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED

PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE.

10. WHERE A DROP-OFF CONDITION IN THE WORK ZONE OCCURS, IT SHALL BE

MITIGATED IN ACCORDANCE WITH FDOT INDEX 102-600. REFER TO FDOT INDEX

NO. 102-600 FOR THE DEFINITION OF A DROP-OFF.

1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN

DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE

CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY

FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE

CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON SITE LOCATIONS OF

EXISTING UTILITIES.

2. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY

ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING.

3. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND

EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING

STRUCTURES, PAVEMENT AND UTILITIES AS SHOWN ON THE DRAWINGS AND DESCRIBED

HEREIN.

4. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES TO BE

DEMOLISHED. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ALL ASSOCIATED

FACILITIES IN THE DEMOLITION AREAS. THE CONTRACTOR IS TO COORDINATE ALL

DEMOLITION ACTIVITES WITH THE PLANT OWNER/OPERATOR PRIOR TO ANY

CONSTRUCTION ACTIVITY.

5. ALL SITE UNDERGROUND STRUCTURES AND PIPING TO BE DEMOLISHED MUST BE

COMPLETELY REMOVED AND OVER EXCAVATED BY A MINIMUM OF 12" BENEATH THE

STRUCTURES. CONTRACTOR SHALL USE APPROVED FILLING MATERIAL FOR FILLING

THESE AREAS. FILL SHALL BE OF CLEAN, FINE SAND AASHTO CLASS A-3 AND SHALL BE

PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND COMPACTED TO AT

LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557).

6. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS, AND OTHER

EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE

DEMOLISHED AND REMOVED BY THE CONTRACTOR.

7. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS

THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE.

VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED

FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND

REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE

WORK.

8. ELECTRICAL, TELEPHONE, CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR

RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY PRIOR TO

COMMENCEMENT OF CONSTRUCTION. ADEQUATE TIME SHALL BE PROVIDED FOR

RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY

TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE.

9. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES.

EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY

AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS.

DRIVEWAYS AND SIDEWALKS SHALL NOT BE BLOCKED BY DEBRIS AND EQUIPMENT.

10. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER

DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS

ENCOUNTERED DURING THE DEMOLITION / EXCAVATION PROCESS.

11. DISPOSAL

a. REMOVE AND LEGALLY DISPOSE OF ALL OTHER DEMOLISHED, RUBBLE, AND DEBRIS.

COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF

WASTES AND DEBRIS.

12. PAVEMENT REMOVAL

a. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW-CUT THE SURFACE LEAVING

A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE REMAINING

ADJACENT SURFACE. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW-CUT

SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION.

b. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR

VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING

BOX CULVERTS, PIPE, INLETS. MANHOLES, APPURTENANCES, FACILITIES OR

STRUCTURES OR FOR RECONSTRUCTION PURPOSES SAID PAVEMENT, ETC., SHALL

BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE

ORIGINAL, CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS,

EQUIPMENT, TOOLS, SUPPLIES, AND OTHER EQUIPMENT AS REQUIRED.

13. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT

ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.

14. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED

PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATIONS AND FULLY

ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO COMMENCING

DEMOLITION WORK.

15. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF THIS

PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL CHECK FOR

DISCREPANCIES AND/OR OMISSIONS THAT SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER PRIOR TO BID SUBMITTAL.

16. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE

INSTALLED.

17. THE CONTRACTOR SHALL COORDINATE WITH OWNER PRIOR TO COMMENCEMENT OF

ANY WORK. ACTUAL REMOVAL AND/OR RELOCATION OF ALL EXISTING PLANTS IS TO BE

CONDUCTED BY THE LANDSCAPE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE SITE

WORK CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH THE LANDSCAPE

CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PRESERVING

TREES.

18. CONTRACTOR SHALL LIMIT ALL DEMOLITION ACTIVITY TO THAT AREA DELINEATED IN

THE DRAWING. ALL EXISTING UTILITIES INCLUDING: STORM DRAINAGE, GAS, ELECTRIC,

TELEPHONE, WATER AND SEWER SHALL BE PRESERVED AND PROTECTED, UNLESS

OTHERWISE NOTED.

GENERAL DEMOLITION NOTES

AutoCAD SHX Text CPH, LLC A Full Service A & E Firm

S

Graphic Scale in Feet

5 5 10

N

3DEMOLITION PLAN

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

EXISTING LIFT STATION

T.E = 47.71

NW INV.=40.24 (10" CLAY)

NE INV. = 34.71 (10" CLAY)

BOT. = 33.79

DEMOLISH EXISTING

PUMP HOUSE

CONTRACTOR TO

COORDINATE REMOVAL

REMOVE EXISTING

ANTENNA

REMOVE EXISTING

ELECTRIC METER

EXISTING SANITARY MANHOLE TO REMAIN

T.E = 47.69

SW INV.=35.40 (10" CLAY)

E INV. = 35.51 (10" CLAY)

SE INV. = 42.50 (10" CLAY)

REMOVE EXISTING

WATER METER

EXISTING 6' CHAIN

LINK FENCE (CLF)

TO REMAIN

EXISTING 4' HOG

WIRE FENCE TO

REMAIN

EXISTING

ELEC TRANS.

DEMOLITION NOTES:

1. DEMOLITION OF THE EXISTING LIFT STATION CANNOT BEGIN UNTIL AFTER THE NEW

LIFT STATION HAS BEEN CONSTRUCTED, AND APPROVED BY THE FLORIDA DEPT. OF

ENVIRONMENTAL PROTECTION (FDEP) AND THE CITY OF SANFORD TO BE PLACED

INTO SERVICE.

2. COORDINATE WITH FLORIDA POWER AND LIGHT (FPL) AS NEEDED IN ORDER TO HAVE

THE EXISTING ELECTRICAL SERVICE AND METER CAN TAKEN OUT OF SERVICE.

REMOVE ALL OF THE ELECTRICAL SERVICE RELATED ITEMS NOT REMOVED BY FPL.

3. PER SECTION 02220 OF THE PROJECT MANUAL, THE FOLLOWING ITEMS ARE TO BE

SALVAGED AND DELIVERED TO THE CITY OF SANFORD: CONTROL PANEL, WATER

METER, METER BOX, AND RTU.

4. DEMOLISH THE BUILDING COMPLETELY INCLUDING ALL INTERIOR ITEMS AND

EXTERIOR ATTACHMENTS TO THE BUILDING AND REMOVE FROM THE SITE USING

METHODS AS REQUIRED TO COMPLETE WORK WITHIN THE LIMITATIONS OF

GOVERNING REGULATIONS. SMALL STRUCTURES MAY BE REMOVED INTACT WHEN

ACCEPTABLE TO THE CITY AND AUTHORITIES HAVING JURISDICTION.

5. REMOVE SLABS-ON-GRADE AND WALLS BELOW GRADE TO A DEPTH OF 4 FEET

BELOW GRADE. SLABS AND WALLS LEFT MORE THAN 4 FEET BELOW GRADE ARE TO

HAVE HOLES PUNCHED THROUGH THE SLABS (MINIMUM HOLE SIZE OF4-INCHES).

6. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION

OR REMOVAL OF STRUCTURES ETC. USING ACCEPTABLE MATERIAL AS DEFINED IN

SECTION 02315 OF THE PROJECT MANUAL. CONCRETE RUBBLE FROM DEMOLITION

ACTIVITIES CAN ALSO BE USED AS BACKFILL PROVIDED IT IS NOT PAINTED OR

COATED, IS FREE OF STEEL REINFORCEMENT, AND IS BROKEN INTO PIECES THAT

MEASURE NO LARGER THAN 8-INCHES IN ANY DIRECTION.

EXISTING

PROPERTY LINE

SITE BENCHMARK #535+

TOP OF MAG NAIL AND DISK

WITH "BM" LB #7143

EL. 47.72 NAVD88

N.1608609.12 E.557974.72

DEMOLISH

LEGEND

DEMO TOP SLAB AND

PIPING. WET WELL TO

REMAIN IN PLACE

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.6'

M

28'

TOP OF MAG NAIL & DISK

WITH "BM" LB #7143

ELEV = 47.72 (NAVD '88)

N:-16.38 E:49.82

SITE BENCHMARK #535

Graphic Scale in Feet

20 20 40

N

4SITE PLAN

EXISTING FORCE MAIN TO REMAIN

PROPOSED SILT FENCE

PROPOSED CONTOUR GRADE LINE

PROPOSED FORCE MAIN

XX

PROPOSED CONCRETE

PAD (8" THICK)

LEGEND

PROPOSED 6' HIGH CHAIN LINK FENCE

XX.X PROPOSED ELEV.

R/W LINE

NEW LIFT STATION AND CONCRETE DRIVEWAY GENERAL NOTES

1. THE NEW CONCRETE DRIVEWAY SHALL CONSIST OF 6" THICK FIBER MESH REINFORCED CONCRETE, MINIMUM 3000 P.S.I. THE NEW LIFT STATION SITE CONCRETE SHALL CONSIST OF 8" THICK CONCRETE, REINFORCED WITH NO. 4 REBAR AT 12 INCHES ON CENTER EACH WAY.

2. PRIOR TO INSTALLATION, COMPACT EXISTING SUBGRADE TO A DEPTH OF 6" AND INSTALL VAPOR BARRIER PRIOR TO CONCRETE PLACEMENT. ADD STABILIZING MATERIAL AS

NEEDED TO ACHIEVE MIN. 98% MAXIMUM DENSITY PER AASHTO T-180.

4. CONCRETE CONTRACTION JOINTS ARE TO CONSIST OF 2" DEEP SAW CUT JOINTS, SAW CUT WITHIN 24 HOURS OF CONCRETE INSTALLATION. INSTALL CONTRACTION JOINTS ALONG THE DRIVEWAY AND SITE CONCRETE PAD IN EACH DIRECTION, WITH A MAXIMUM ALLOWABLE SPACING OF 12.5'.

5. FINISH THE CONCRETE SURFACE WITH A LIGHT BROOM FINISH.

6. THE NEW DRIVEWAY AND SITE CONCRETE SHALL CURE A MINIMUM OF 7 DAYS BEFORE THEY CAN BE USED. INSTALL BARRICADES AND TEMPORARY FENCING AS NEEDED TO

PROTECT THE COMPLETED DRIVEWAY AND SITE CONCRETE FROM VEHICLES AND PEDESTRIANS

3. CONCRETE EXPANSION JOINTS SHALL CONSIST OF 3/8" X 6" PREMOLDED EXPANSION MATERIAL. INSTALL EXPANSION JOINTS BETWEEN THE DRIVEWAY AND LIFT STATION SITE CONCRETE, BETWEEN THE DRIVEWAY AND THE DROP CURB AT THE STREET, AND AROUND THE NEW WET WELL, VALVE VAULT. AND GENERATOR PAD. IN ADDITION, INSTALL

ONE EXPANSION JOINT ACROSS THE SITE CONCRETE PAD AS SHOWN.

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

EXISTING 6" CIP

FORCEMAIN TO

REMAIN

MANHOLE TO REDIRECT TO NEW STATION

EXISTING LIFT STATION

T.E = 47.71

NW INV.=40.24 (10" CLAY)

NE INV. = 34.71 (10" CLAY)

BOT. = 33.79

S-1

EXISTING SANITARY MANHOLE TO REMAIN

T.E = 47.69

SW INV.=35.40 (10" CLAY)

E INV. = 35.51 (10" CLAY)

SE INV. = 35.30 (8" PVC) (CORE)

PROPOSED 39 LF OF 12"

PVC SANITARY SEWER @

0.40%

PROPOSED JUNCTION MH

T.E = 45.87

NW INV.=35.22 (8" PVC)

S INV. = 35.12 (8" PVC)

PROPOSED 20 LF 6" PVC

FORCEMAIN

PROPOSED SAN SEWER

EXISTING 6" CIP

FORCEMAIN TO BE

REMOVED

EXISTING FORCE MAIN TO BE REMOVED

PROPOSED 2- 6" FM

45°BENDS

CUT AND CONNECT

45° BEND

PROPOSED 6" FM 45°BEND

EXISTING SAN SEWER TO REMAIN

PROPOSED 6"X 6" FM TEE

TREE LINE SHOWN

APPROXIMATE THIS AREA

TREE LINE SHOWN

APPROXIMATE THIS AREA

GROUT FILL AND

ABANDON EXISTING

SANITARY SEWER

SEGMENT

PROPOSED 53 LF

OF 1" WATER SERVICE

PROPOSED WATER MAIN SERVICE

PROPOSED 9 LF OF 10" PVC

SANITARY SEWER @ 0.28%

PROPOSED 30 LF OF 10" PVC

SANITARY SEWER @ 0.4%

NEW LIFT STATION TOP LID

EL. 45.87

PROPOSED 9 LF OF 10" PVC

SANITARY SEWER @ 0.28%

PROPOSED LINE

STOP

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text

LOT 19

AutoCAD SHX Text

RECREATION AREA GROVEVIEW VILLAGE PB 19, PGS 4-6

AutoCAD SHX Text

LOT 18

AutoCAD SHX Text S

AutoCAD SHX Text S

10'

30.5'

24'

Graphic Scale in Feet

10 10 20

N

4SITE PLAN

EXISTING FORCE MAIN TO REMAIN

PROPOSED CONTOUR GRADE LINE

PROPOSED FORCE MAIN

XX

PROPOSED CONCRETE

PAD (8" THICK)

LEGEND

PROPOSED 6' HIGH CHAIN LINK FENCE

XX.X PROPOSED ELEV.

R/W LINE

GENERAL NOTES

1. THE NEW CONCRETE DRIVEWAY SHALL CONSIST OF 6" THICK FIBER MESH REINFORCED CONCRETE, MINIMUM 3000 P.S.I. THE NEW LIFT STATION SITE CONCRETE SHALL CONSIST OF 8" THICK CONCRETE, REINFORCED WITH NO. 4 REBAR AT 12 INCHES ON CENTER EACH WAY.

2. PRIOR TO INSTALLATION, COMPACT EXISTING SUBGRADE TO A DEPTH OF 6" AND INSTALL VAPOR BARRIER PRIOR TO CONCRETE PLACEMENT. ADD STABILIZING MATERIAL AS

NEEDED TO ACHIEVE MIN. 98% MAXIMUM DENSITY PER AASHTO T-180.

4. CONCRETE CONTRACTION JOINTS ARE TO CONSIST OF 2" DEEP SAW CUT JOINTS, SAW CUT WITHIN 24 HOURS OF CONCRETE INSTALLATION. INSTALL CONTRACTION JOINTS ALONG THE DRIVEWAY AND SITE CONCRETE PAD IN EACH DIRECTION, WITH A MAXIMUM ALLOWABLE SPACING OF 12.5'.

5. FINISH THE CONCRETE SURFACE WITH A LIGHT BROOM FINISH.

6. THE NEW DRIVEWAY AND SITE CONCRETE SHALL CURE A MINIMUM OF 7 DAYS BEFORE THEY CAN BE USED. INSTALL BARRICADES AND TEMPORARY FENCING AS NEEDED TO

PROTECT THE COMPLETED DRIVEWAY AND SITE CONCRETE FROM VEHICLES AND PEDESTRIANS

3. CONCRETE EXPANSION JOINTS SHALL CONSIST OF 3/8" X 6" PREMOLDED EXPANSION MATERIAL. INSTALL EXPANSION JOINTS BETWEEN THE DRIVEWAY AND LIFT STATION SITE CONCRETE, BETWEEN THE DRIVEWAY AND THE DROP CURB AT THE STREET, AND AROUND THE NEW WET WELL, VALVE VAULT. AND GENERATOR PAD. IN ADDITION, INSTALL

ONE EXPANSION JOINT ACROSS THE SITE CONCRETE PAD AS SHOWN.

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

EXISTING 6" CIP

FORCEMAIN TO

REMAIN

EXISTING LIFT STATION

T.E = 47.71

NW INV.=40.24 (10" CLAY)

NE INV. = 34.71 (10" CLAY)

BOT. = 33.79

S-1

EXISTING SANITARY MANHOLE TO REMAIN

T.E = 47.69

SW INV.=35.40 (10" CLAY)

E INV. = 35.51 (10" CLAY)

SE INV ELEV (6" PVC) = 42.50

PROPOSED 39 LF OF 12"

PVC SANITARY SEWER @

0.40%

PROPOSED JUNCTION MH

T.E = 46.91

NW INV =35.25 (12" PVC)

S INV = 35.15 (12" PVC)

PROPOSED 12 LF 6" PVC

FORCEMAIN

PROPOSED SAN SEWER

EXISTING 6" CIP

FORCEMAIN TO BE

REMOVED

EXISTING FORCE MAIN TO BE REMOVED

PROPOSED 6" FM

45°BEND

CUT AND CONNECT

45° BEND

PROPOSED 6" FM 45°BEND

EXISTING SAN SEWER TO REMAIN

PROPOSED 6"X 4" FM TEE

TREE LINE SHOWN

APPROXIMATE THIS AREA

TREE LINE SHOWN

APPROXIMATE THIS AREA

GROUT FILL AND

ABANDON EXISTING

SANITARY SEWER

SEGMENT

PROPOSED 53 LF

OF 1" WATER SERVICE

PROPOSED WATER MAIN SERVICE

PROPOSED 9 LF OF 10" PVC

SANITARY SEWER @ 0.40%

PROPOSED 15 LF OF 12" PVC

SANITARY SEWER @ 0.4%

NEW PUMP STATION TOP

LID EL. 45.94

PROPOSED LINE

STOP

PROPOSED 6" FM

45° WYE

PROPOSED GRADING

PROPOSED TOP SLAB.

REPLACEMENT WITH MANHOLE COVER

(MANHOLE TO REDIRECT TO NEW PUMP STATION)

EXISTING

WET WELL

RIM 47.71

INV. 36.48

INV. 34.71

S-1

RIM 47.69

INV. 35.41

S-2

RIM 46.91

INV. 36.44

EXISTING TO BE PLUGGED

PROPOSED 9 LF OF 10" PVC

SANITARY SEWER @ 0.40%

PROPOSED 39 LF OF 12" PVCSANITARY SEWER @ 0.4% INV. 35.25

INV. 40.24

SITE BENCHMARK #535+

TOP OF MAG NAIL AND DISK

WITH "BM" LB #7143

EL. 47.72 NAVD88

N.1608609.12 E.557974.72

100 YEAR FLOOD ELEVATION (FT) - 45.010 20 30 40 50 60 70 80 90

1" = 10' HORIZONTAL

1" = 2' VERTICAL

45.44 45.44

45.44 45.44

45.44 45.44

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.7'

AutoCAD SHX Text 14.0'

AutoCAD SHX Text 12.6'

AutoCAD SHX Text

LOT 19

AutoCAD SHX Text

LOT 18

AutoCAD SHX Text S

AutoCAD SHX Text S

PROPOSED SANITARY

MANHOLE

8' DIA. WET WELL

6" EMERGENCY PUMP

OUT FEMEL FLANGED

END "AGRI-LOCK" WITH

LOCK RING

6" CHECK VALVES W/

LEVER AND WEIGHT

CHAIN LINK FENCE

CONTROL PANEL

6" PLUG VALVES

ALUMINUM ACCESS HATCH WITH

LOCKSET AND RELEASE HANDLE

2" DRAIN LINE W/

SS FLAPPERVALVE

4" 316 SS VENT

WITH SS SCREEN

60" X 48" ALUMINUM ACCESS HATCH

(HALLIDAY PRODUCT H2R4860 OR EQUAL)

6" 45° BEND (MJ)

CONCRETE

EXPANSION

JOINT

WATER SERVICE

METER SUPPLIED

BY CITY

5'X6' CONCRETE

VALVE VAULT

30.5'

6" PVC FM

HOSE BIB W/ RPZ

AND METER

SUCTION LINE

2 -6' SWING GATE

2" ARV

ARV DRAIN

6" PLUG VALVE

4" CHECK

VALVE

PRESSURE GAUGE

CONNECT TO 6"

FLANGE W/ FLEX

COUPLING

ADJUSTABLE PIPE SUPPORT

W/ U-BOLT BETWEEN PLUG

VALVE AND BEND

13 LF OF

4" HDPE

(UNDER

3' OF

COVER)

(2) 6" 45° BENDS (MJ)

6" WYE (MJ)

6" X4" TEE (MJ)

4" PLUG

VALVE (MJ)

4" 90°

BENDS

(MJ)

(FLG)

6" 90°

BENDS

(MJ)

(FLG)

SECTION C-C

N.T.S.

8"

4" 6"

4"

#4 DOWELS

CONTINUOUS

8" CONCRETE SLAB (3000

PSI CONCRETE)

#4@12" O.C.

9"#4@12" O.C.E.W.

3.0'

A

3.0'

14.0'

5 LF OF 6" HDPE

(UNDER 3' OF

COVER)

24.0'

20.0'

.0

5.0' 8"8"

NEW CONCRETE FLOW

METER VAULT

B 5 6

6" ELECTROMAGNETIC

FLOW METER

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

5LIFT STATION

PLAN VIEW

Graphic Scale in Feet

2 2 4

N

C C

C C

C C

C C

AutoCAD SHX Text S

8'

12"

2" DRAIN LINE W/ SS

FLAPPER VALVE

FLOAT SWITCHES HIGH

LEVEL AND LOW LEVEL

ALARMS

10"

4"

8"

EL. 45.44'

6" EMERGENCY PUMP OUT FEMALE FLANGED

END "AGRI-LOCK" WITH LOCK RING

6" X 6" TEE

60" X 48" ALUMINUM ACCESS HATCH

(HALLIDAY PRODUCTS H2R4860 OR EQUAL)

6" PLUG VALVE

EPOXY COATING AS MANUFACTURED BY RAVEN LINING

SYSTEMS OR SEWPERCOAT CALCIUM ALUMINATE

COATING PER THE SPECIFICATIONS.

316 SS PIPE SUPPORT

6" CHECK VALVE

W/ LEVER AND

WEIGHT

EL. 25.09'

LEVEL TRANSDUCER

SLEEVES SIZED FOR

2" PVC CONDUITS

EL. 45.94

4" 316 SS VENT WITH SS SCREEN

LEVELING GROUT (1" MIN.)

60" X 60" ALUMINUM ACCESS HATCH

(HALLIDAY PRODUCTS H2R6060 OR EQUAL)

6" THICK CONCRETE W/ #4@12" O.C.E.W. (SEE DETAIL)

6" 90° BEND

6" X 4" REDUCER

6"X 6" WYE

6" D

.I.

6" D.I.

6" PVC

2 NO. 5 CONTINOUS @

PERIMETER OF WET WELL

AND VALVE VAULT (TYP.)

INSTALL 3/4" EXPANSION MATERIAL AROUND

WET WELL & VALVE VAULT (TYP.)

CONTROL PANEL SEE

ELECTRICAL PLAN FOR DETAIL

PRESSURE GAUGE AND

PET COCK VALVE

WALL SLEEVE AND COMPRESSION SEAL (TYP)

FDOT NO. 57 STONE

9"

MIN

9" M

IN

SECTION

N.T.S.

STAINLESS STEEL LIFTING

CABLE

6-45° BEND

A 5 6

3' C

O

VE

R

6-45° BEND

6-45° BEND

6" RESTRAINED

FLANGE COUPLING

ADAPTER

HDPE LINER

SEE SPECS

TOP EL. 45.44

#4 BAR @ 12" O.C.E.W. (TYP.)

2 - #4 BARS (TYP.)

#4 'L' SHAPED DOWEL (TYP.)

2 - #4 BARS (TYP.)

#4 'L' SHAPED DOWEL (TYP.)

4'-0" x 4'-0" SPRING ASSIST ALUMINUM ACCESS

HATCH WITH LOCKSET AND RECESSED

HANDLE HALLIDAY PRODUCTS OR APPROVED

EQUAL. HATCH TO BE TRAFFIC RATED

4'-1"

TO DISTRIBUTION SYSTEM

CONCRETE VAULT WITH OPEN

BOTTOM 5'-0" L x 5'-0" W x 5'-0" DEEP

(INSIDE DIMENSIONS)

OPEN BOTTOM WITH # 89 GRANITE GRAVEL

6" FM PVC

FINISHED GRADE

6" FM PVC

6" FLOW

METER

8"8"

8" (TYP.)

PROTECTIVE AGRU LINER

SECTION

N.T.S.

B 5 6

6LIFT STATION SECTION

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

100 YEAR FLOOD ELEVATION (FT) - 45.0

A A C C

B B

BY-PASS PUMP DETAILS

AND NOTES

DIMENSIONS IN INCHES

PIPE DIA. A B D C E

MIN MAX

4 3/16

3 5/8

9 1/2 14 5 4 13/16 10 1/8 1 5/8 6 5 7/16 10 3/4 15 1/4 8 6 15/16 12 1/4 16 3/4

10 8 7/16 13 3/4 18 1/4 12 9 15/16 14 5/8 19 1/8 14 10 1/2

15 13/16 20 5/16 16 11 1/2 16 13/16 21 5/16

13 1/2

19 1/8 23 5/8 20 14 1/2 20 1/8 24 5/8 22 15 1/2 21 5/16 25 13/16 24 17 1/2 23 5/16 27 13/16 26 18 1/2 24 5/16 28 13/16 30 20 5/8 26 7/16 30 15/16 32 21 5/8 27 7/16 31 15/16 36 23 5/8 29 7/16 33 15/16

A

D

A

ADJUSTABLE "U-BOLT"

PIPE SUPPORT ANVIL

FIG 265 OR EQUAL

STANCHION PIPE SIZE PER

TABLE STAINLESS STEEL /

HOT DIP GALVANIZED

4 EA. 5/8" SS ADHESIVE

SET ANCHOR BOLTS (TYP)

C

E

B

D

1" H.S. NON-SHRINK

GROUT

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

8 GROVEVIEW PUMP STATION

IMPROVEMENTS

Sanford, Florida S06222 08-2024

R.NASSO

M. SANTOS-CHAVEZ

Z. AADAD

C 2025

500 West Fulton Street Sanford, FL 32771 Ph: 407.322.6841

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

ROCCO R. NASSO II, P.E.

FL P.E. No. 64727

B

ID

D O

C U

M E

N T

S

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

VIBRATION ISOLATION PAD

AutoCAD SHX Text

6" CHECK VALVE

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

DRAIN PIPE FROM PUMP & ARV

AutoCAD SHX Text

2" ARV ON SPOOL PIECE

AutoCAD SHX Text

6" MJ DI 90 BEND

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text

6" MJ DI 90 BEND

AutoCAD SHX Text

6" GATE VALVE

AutoCAD SHX Text

6" MJ DI 90 BEND

AutoCAD SHX Text

6" MJ DI 90 BEND

AutoCAD SHX Text

TO WETWELL

AutoCAD SHX Text

6" MJ ADAPTER

AutoCAD SHX Text

TO FM CONNECTION

AutoCAD SHX Text

6" MJ ADAPTER

AutoCAD SHX Text 2x 304 SS NUTS

AutoCAD SHX Text

304 SS METAL WASHER

AutoCAD SHX Text

PUMP MOUNTING SKID

AutoCAD SHX Text

NOTE: NUMBER AND LOCATION PER PUMP MANUFACTURER

AutoCAD SHX Text

EPOXY OR VINYLESTER ADHESIVE ANCHORING SYSTEM

AutoCAD SHX Text

1" PAD (UNISORB VIBRATION ISOLATION PAD)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FINISH SURFACE SMOOTH AND LEVEL

AutoCAD SHX Text 34"x 8 " DIA. 304 SS TREAD ROD 12" DIA. 304 SS TREAD ROD

AutoCAD SHX Text

12" RUBBER WASHER (UNISORB)

AutoCAD SHX Text WWR 6x6-W2.9xW2.9 W/ MIN 2" COVER

AutoCAD SHX Text

12" EXPANSION JOINT (ALL SIDES AROUND PAD-TYP)

AutoCAD SHX Text NOTE: PAD DIMENSIONS=8'8"Lx4'4" x 8" THICK TO EXTEND BEYOND FOOTPRINT OF PUMP APPROX 2" ON EACH OF ALL FOUR SIDES.

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text #5 @ 12" E.W

AutoCAD SHX Text

2" CL

AutoCAD SHX Text 8"

AutoCAD SHX Text 2"

AutoCAD SHX Text

2" CL

AutoCAD SHX Text

AIR RELEASE VALVE STAINLESS STEEL

AutoCAD SHX Text

BALL VALVE, SS

AutoCAD SHX Text

SS TEE W/ THREADED CAP

AutoCAD SHX Text

SCH. 80 PVC TO DRAIN LINE

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

GROUT FILL

AutoCAD SHX Text

DRAIN LINE SLOPPED TO WET WELL

AutoCAD SHX Text

1 " SCHED. 80 PVC12" SCHED. 80 PVC

AutoCAD SHX Text

%%UTYPICAL ARV & PIPE DRAIN ASSEMBLY DETAIL

AutoCAD SHX Text

%%UCONCRETE PAD FOR PUMP

AutoCAD SHX Text

%%UPUMP ANCHOR DETAIL

AutoCAD SHX Text

HDPE SUCTION RISER

AutoCAD SHX Text

TO PUMP

AutoCAD SHX Text

SHOP WELD HDPE 90%%D BEND

AutoCAD SHX Text

LINK SEAL

AutoCAD SHX Text

INSTALL DRAIN PIPE FROM PUMP ARV THRU TOP OF EXIST. SLAB

AutoCAD SHX Text

WET WELL

AutoCAD SHX Text

SS WALL MOUNTED PIPE SUPPORT

AutoCAD SHX Text

STRAW TO BE CUT AT 45° ANGLE

AutoCAD SHX Text %%uTOP VIEW

AutoCAD SHX Text

%%UPIPE FASTENING BRACKET

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

1. ALL COMPONENTS AND BRACKET ASSEMBLY SHALL BE GRADE 316 STAINLESS STEEL.

AutoCAD SHX Text

2. BRACKETS SHALL BE SPACED AS INDICATED IN THE CONSTRUCTION DRAWING OR AT THE DIRECTION OF TWA.AT THE DIRECTION OF TWA.

AutoCAD SHX Text

3. PIPE SIZES AND MATERIALS SHALL BE AS INDICATED IN THE CONSTRUCTION DRAWINGS.

AutoCAD SHX Text

4. A MINIMUM OF 2 BRACKETS REQUIRED. MAX 10' SPACING.

AutoCAD SHX Text

PER PUMP MANUFACTURERS RECOMMENDATIONS

AutoCAD SHX Text %%uSECTION VIEW

AutoCAD SHX Text

WET WELL WALL

AutoCAD SHX Text

BOTTOM SLAB

AutoCAD SHX Text

WET WELL

AutoCAD SHX Text 3"x3" ANGLE TYPE 316 S.S.

AutoCAD SHX Text

S.S. "U" BOLT

AutoCAD SHX Text

5. WELD ALL CONNECTIONS EXCEPT U-BOLTS.

AutoCAD SHX Text

PIPE DIA.

AutoCAD SHX Text

S.S. FASTENER (TYP.)

AutoCAD SHX Text 3"x3" ANGLE IRON TYPE 316 S.S.

AutoCAD SHX Text 3"x3" ANGLE IRON TYPE 316 S.S.

AutoCAD SHX Text

S.S. "U" BOLT

AutoCAD SHX Text PENETRATIONS THROUGH NEW LINER PER MANUFACTURER'S INSTALLATION (TYP. ALL CONNECTION LOCATIONS)

AutoCAD SHX Text

UNBOLT AND SHORTEN SUPPORTS (TYP. OF 2)

AutoCAD SHX Text

REMOVE CROSS SUPPORT AND SHORTEN TO ACCOMMODATE NEW DIAMETER

AutoCAD SHX Text

6. MODIFY BRACKET SPACING AS NEEDED TO AVOID CONFLICT WITH EXISTING SUBMERSIBLE PUMPS AND RISERS.

AutoCAD SHX Text

CORE NEW LINER PER MANUFACTURER'S REQUIREMENTS

AutoCAD SHX Text

CONTRACTOR TO VERIFY TOTAL LENGTH OF PIPE BASED ON FUEL TANK SIZING

AutoCAD SHX Text

CONTRACTOR TO VERIFY TOTAL LENGTH OF PIPE BASED ON FUEL TANK SIZING

AutoCAD SHX Text

PIPE SUPPORT

AutoCAD SHX Text

SEAL LINER TO NEW PIPE

AutoCAD SHX Text

%%UPUMP OUT DISCHARGE

AutoCAD SHX Text

SCALE: HORIZ: N.T.S.

AutoCAD SHX Text

%%UBY-PASS SUCTION

AutoCAD SHX Text

SCALE: HORIZ: N.T.S.

AutoCAD SHX Text

%%UPUMP OUT SUCTION

AutoCAD SHX Text

SCALE: HORIZ: N.T.S.

AutoCAD SHX Text

INV EL. 49.73'

AutoCAD SHX Text

12" EXPANSION JOINT (ALL SIDES AROUND PAD-TYP)

AutoCAD SHX Text

EXISTING GRADE SLAB

AutoCAD SHX Text

SOD

AutoCAD SHX Text

SCALE: HORIZ: N.T.S.

AutoCAD SHX Text

SCALE: HORIZ: N.T.S.

AutoCAD SHX Text

(SEE DETAIL)

AutoCAD SHX Text

PIPE SUPPORT

AutoCAD SHX Text

(SEE DETAIL)

AutoCAD SHX Text

PUMP DRAIN LINE

AutoCAD SHX Text

1. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE DETAILS SHOWN. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH WORK. 2. THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT EXISTING THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT EXISTING STRUCTURES AND UTILITIES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING STRUCTURE. 3. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE MECHANICAL, CIVIL, ELECTRICAL, AND SHOP DRAWINGS, AND SPECIFICATIONS.

AutoCAD SHX Text

GENERAL CONDITIONS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318 REQUIREMENTS (LATEST EDITION). ALL CONCRETE SHALL BE AIR-ENTRAINED WITH 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED. ALL CONCRETE SURFSCES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED. ALL EXPOSED CORNERS SHALL HAVE A MINIMUM CHAMFER OF 3/4" UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWINGS.

AutoCAD SHX Text

GENERAL STRUCTURAL NOTES

AutoCAD SHX Text REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS. WELDED WIRE FABRIC, ASTM A185. ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS OTHERWISE NOTED: CONCRETE CASE AGAINST EARTH 3" 3" FORMED SURFACES IN CONTACT 2" 2" WITH SOIL, SEWAGE, WATER OR EXPOSED TO WEATHER

AutoCAD SHX Text

REINFORCING STEEL

AutoCAD SHX Text

PRECAST CONSTRUCTION

AutoCAD SHX Text PRECAST TOP SLAB SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF ASTM C478. COORDINATE ALL PIPE PENETRATIONS WITH PUMP MANUFACTURER AND OTHER DISCIPLINE DRAWINGS. FOR REINFORCEMENT DIFFERING FROM THE BELOW SIZES AND LAYOUT THE PRECAST SUPPLIER SHALL PROVIDE A SIGNED AND SEALED SHOP DRAWING BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR THE SUPERIMPOSED LOADS SHOWN. DESIGN LOADS SUPERIMPOSED LIVE LOAD - H-20 - H-20 H-20 MINIMUM REINFORCEMENT PROVIDE #5 AT 8", CENTER, W/(2) #5 AT 4" AT EACH SIDE OF THE OPENING PROVIDE #5 PROVIDE #5 AT 4" X 2'-6", CENTER, DIAGONAL REINFORCEMENT AS SHOWN

AutoCAD SHX Text

COATING SYSTEMS

AutoCAD SHX Text SURFACE PREPARATION - ALL INTERIOR SURFACES & ALL COATING SYSTEMS 1. EXISTING SUBSTRATE SHALL BE PREPARED BY REMOVING ALL DIRT, OIL, GREASE, CHEMICALS, EXISTING SUBSTRATE SHALL BE PREPARED BY REMOVING ALL DIRT, OIL, GREASE, CHEMICALS, WASTE AND OTHER SURFACE CONTAMINANTS BY WATER BLASTING OR ABRASIVE BLASTING. REMOVE ALL PREVIOUSLY APPLIED COATINGS TO ACHIEVE A SURFACE PROFILE OF SSPC SP-13/NACE No.6 OR ARE REQUIRED BY THE MANUFACTURER. ALL SURFACES SHALL BE CLEAN AND DRY PRIOR TO APPLICATION OF COATINGS. SEE MANUFACTURES'S INFORMATION FOR ANY ADDITIONAL REQUIREMENTS. 2. WHERE JOINTS OR OTHER LOCATIONS ARE LEAKING OR ALLOWING INFILTRATION OF ANY KIND, WHERE JOINTS OR OTHER LOCATIONS ARE LEAKING OR ALLOWING INFILTRATION OF ANY KIND, THE LOCATION SHALL BE REPAIRED TO ACHIEVE A MANUFACTURER'S REQUIREMENTS. 3. WHERE REINFORCEMENT IS EXPOSED DURING SURFACE PREPARATION, SIKA ARMATEC 110 WHERE REINFORCEMENT IS EXPOSED DURING SURFACE PREPARATION, SIKA ARMATEC 110 CORROSION INHIBITOR SHALL BE APPLIED TO REINFORCEMENT AFTER REINFORCEMENT HAS BEEN CLEANED TO WHITE METAL.

AutoCAD SHX Text

%%UADJUSTABLE PIPE SUPPORT W/ U-BOLT DETAIL

24"

24"

NEW OR RELOCATED WATER MAINS AND FIRE HYDRANTS WITH

UNDERGROUND DRAINS MUST BE AT LEAST 10 FEET FROM ANY EXISTING

OR PROPOSED "ON-SITE SEWAGE TREATMENT SYSTEM" (OSTADS) AS

DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002 F.A.C.

EXAMPLES OF OSTADS INCLUDE SEPTIC TANKS, DRAINFIELDS, AND

GREASE TRAPS.

OR CONCRETE ENCASEMENT AT LEAST 4" THICK FOR

THE WATER MAIN AND THE OTHER PIPELINE IF THE

OTHER PIPE LINE CONVEYS WASTEWATER OR

A. WHERE A WATER MAIN IS BEING LAID LESS THAN THE REQUIRED

MINIMUM HORIZONTAL DISTANCE AND/OR WHERE A WATER MAIN

CROSSING HAS LESS THAN THE MINIMUM REQUIRED DISTANCE

1. USE OF PRESSURE RATED PIPE CONFORMING TO

AWWA STANDARDS, FOR A GRAVITY OR VACUUM

2. USE OF WELDED, FUSED OR OTHERWISE RESTRAINED

3. USE OF WATERTIGHT CASING PIPE OR CONCRETE

ENCASEMENT AT LEAST 4" THICK FOR EITHER PIPE.

B. WHERE A WATER MAIN IS BEING LAID LESS THAN 3 FEET HORIZON-

TALLY FROM ANOTHER PIPE LINE AND/OR WHERE A WATER MAIN

IS BEING LAID WITH LESS THAN THE REQUIRED MINIMUM VERTICAL

1. USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT

STRENGTH (AT LEAST EQUAL TO 0.25" THICK D.I.P.),

MINIMUM HORIZONTAL AND VERTICAL SEPARATION REQUIREMENTS

12" BELOW

6" ABOVE

6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED

TOUCHING ANY PART OF A SANITARY MANHOLE OR STORM SEWER

THE TOP OF THE GRAVITY SEWER.

1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS

AS DESCRIBED IN F.D.E.P. RULES PER THE FLORIDA ADMINISTRATION

CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY

BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR

2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN

UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY

F.A.C. 62-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED

RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL

3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE

4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER

AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE

BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE

5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE

CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING

THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN

A. AT LEAST 3' FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS,

STORM SEWERS, STORMWATER FORCE MAINS, OR UNRESTRICTED

PUBLIC ACCESS RECLAIMED WATER.

B. AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY

SEWERS, WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF

12" BELOW

6" ABOVE

OF PIPE. MANHOLE OR INLET STRUCTURE.

RECLAIMED WATER.

JOINTS MUST BE:

PROPOSED UTILITY LINES.

APPLY.

SANITARY SEWER

VACUUM TYPE

STORM SEWER OR

W/UNDERGROUND

FIRE HYDRANT

GRAVITY MAIN

SANITARY SEWER

DRAINS

3'

6' **

RECLAIMED WATER.

SEPARATION:

BETWEEN JOINTS:

TYPE PIPE LINE.

JOINTS FOR EITHER PIPE.

-- 3'

3'

12"

6'

7.

8.

6'

POTABLE WATER

VERTICAL

PROPOSED

SANITARY SEWER

RECLAIMED

FORCE MAIN

WATER

WATER

POTABLE

UTILITY

3'

6'

HORIZONTAL HORIZONTAL

SANITARY SEWER

FORCE MAINRECLAIMED WATER

12"

12"

3'

HORIZONTAL

-- 3'

12"

3'

VERTICAL

12" 6'

SANITARY SEWER

HORIZONTAL

12"

12"

VERTICAL

12" BELOW

3'

12"

6" ABOVE

GRAVITY MAIN

6' **

VERTICAL

3'

STORM SEWER OR

6" ABOVE

12" BELOW

SANITARY SEWER

VERTICAL

VACUUM TYPE

HORIZONTAL

3'

THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES

WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND

ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN

CONSENT FROM THE ENGINEER AND APPROVAL FROM FDEP ON A CASE BY

CASE BASIS. IMPLEMENTATION OF THESE MEASURES WITHOUT THE

EXPRESSED WRITTEN CONSENT OF THE ENGINEER AND APPROVAL BY FDEP

COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED

MEASURES BE REMOVED AND REPLACED AT NO COST.

TYPE III SILT FENCE

N.T.S.

6' MAX. SPACING

ELEVATION

RUNOFF

GROUND

UNDISTURBED

3' -0

(M

IN

COMPACTED BACKFILL

(M

IN

4" X 4" TRENCH WITH

6' MAX. SPACING

PONDING HEIGHT

STEEL OR

WOOD POST

FILTER FABRIC ATTACH

SECURELY TO UPSTREAM

SIDE OF POST

PONDING HEIGHT

FILTER FABRIC ATTACH

SECURELY TO UPSTREAM

SIDE OF POST(M

IN

3' -0

RUNOFF

(M

IN

GROUND

UNDISTURBED

STANDARD DETAIL

ALTERNATE DETAIL

9" MAX.

(RECOMMENDED)

STORAGE HT.

8"

TRENCH WITH GRAVEL

TRENCH WITH NATIVE BACKFILL

GRAVEL

NOTE:

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT

OFF-SITE AND CAN BE PERMENTLY STABILIZED

3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY

FINISH GRADE

FLOW

FLOW

FILTER FABRIC

3' O

R M

O R

E

VE

R

TI

C

AL

SEC. 985 FDOT SPEC.)

" M

IN

8"

ELEVATION

" T

O

8"

SECTION

SILT FLOW

6' MAX.

FILTER FABRIC (IN

CONFORMANCE WITH

20°±

20° TOWARD FLOW)

PRINCIPLE POST

POSITION (CANTED

POST (OPTIONS: 2"X4" OR

2 1/2" MIN. DIA. WOOD;

STEEL 1.33 LBS/FT. MIN.)

EXTRA STRENGTH

FILTER FABRIC

NEEDED WITHOUT

WIRE MESH

SUPPORT

COMPACTED

BACKFILL

STEEL OR

WOOD POST

PIPE RESTRAINT FOR PVC PIPE (C-900/C-905 DR 18)

MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING

PIPE SIZE - INCHES

FITTING TYPE 4 6 8 10 12 14 16 18 20 24 30

VERT. UP OR HORIZ

11-1/4 BEND 2 2 3 3 4 4 5 5 6 7 8

22-1/2 BEND 3 4 6 7 8 9 10 11 12 13 16

45 BEND 6 9 11 14 16 18 20 22 24 28 32

90 BEND 15 22 28 33 39 44 49 53 58 67 78

VERTICAL DOWN

11-1/4 BEND 4 5 7 8 9 11 12 13 14 17 20

22-1/2 BEND 7 10 13 16 19 22 24 26 29 33 40

45 BEND 15 22 28 34 39 45 50 55 60 70 83

90 BEND 37 53 68 82 95 109 121 133 146 168 199

BRANCH OF TEE 2 15 29 42 55 73 80 92 104 126 156

DEAD END 37 53 68 82 95 109 121 133 146 168 199

REDUCERS

SIZE 6X4 8X4 8X6 10X6 10X8 12X6 12X8 12X10 14X6 14X8 16X6

RESTR. LENGTH 27 49 29 51 28 71 51 28 89 72 106

SIZE 16X8 16X12 18X8 18X12 18X16 20X12 20X16 24X12 24X16 30X20 30X24

RESTR. LENGTH 91 52 109 74 27 94 52 129 95 112 71

NOTES:

1. INCREASE RESTRAINED LENGTH WHEN TEST PRESSURES EXCEED 100 PSI.

2. RESTRAINED LENGTHS SHOWN ARE BASED ON LAYING CONDITION TYPE 3, AND MINIMUM COVER OF 3 FT.

3. RESTRAINED LENGTH BASED ON SOILS BEING CLASSIFICATION TYPE SAND-SILT, SOIL INT. FRICTION ANGLE =

30, SOIL DENSITY = 90 PCF, TRENCH LAYING CONDITION 3, TRENCH FACTOR =0.60, PIPE TO SOIL INT. FRICTION ANGLE = 0.6, RATIO OF PIPE TO SOIL COHESION = 0. ADJUST RESTRAINED LENGTHS FOR DIFFERENT SOIL TYPES.

4. IN-LINE VALVES ARE TO BE RESTRAINED ON EACH SIDE OF THE VALVE AT THE CONNECTION TO ADJOINING

PIPE.

5. FOR VERTICAL OFFSETS (CROSSINGS) USE THE EQUATION FOR THE VERTICAL DOWN BEND FOR THE UPPER

BEND AND THE EQUATION FOR THE HORIZONTAL BEND FOR THE LOWER BEND.

6. TEE RESTRAINT SHOWN IS FOR NON-REDUCING TEES. FOR REDUCING TEES, THE RESTRAINED LENGTH OF THE BRANCH SHALL BE EITHER THE LENGTH BASED ON THE DIAMETER OF THE RUN OF THE TEE OR THE LENGTH

REQUIRED FOR A REDUCER FITTING, WHICHEVER IS GREATER.

7. AT ALL TEES, THE TOTAL LENGTH BETWEEN THE FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE A MIN. TOTAL DISTANCE OF 30 FT. SEE THE ABOVE TABLE FOR RESTRAINT LENGTH ON TEE

BRANCH LINE.

8. THE SAFETY FACTOR UTILIZED FOR THE ABOVE TABLE IS 1.5.

CHAIN LINK FENCE DETAIL

NTS

COMPACTED

BACKFILL

Bd

( SEE NOTE 1 )

Bc

COMPACTED

SELECT

MATERIAL

CONCRETE

M

IN

Bc/2

Bc/4

(4" MIN.)

Bc/4 (6" MIN.)

PIPE BELL

CONCRETE CRADLE CONCRETE ARCH

ENCASEMENT

COMPACTED GRANULAR

BEDDING MATERIAL

UNDISTURBED

SOIL

Bc/4 (4" MIN.)

Bc/2

CONCRETE

Bc/4 (6" MIN.)

CL

BRACING

SHEETING

PIPE BELL

COMPACTED BACKFILL

OR OTHER FINISH

SCREENED FINISH

6X6-6/6 W.W.F.

AS

REQUIRED

6" MIN. 12"

MIN.

COMPACTED BACKFILL

AS SPECIFIED FOR

BEDDING TYPE.

Bc

Bd

(SEE NOTE 1)

PROTECTIVE CONCRETE SLAB SHEETED TRENCH

CL

THIS PORTION TO BE

CUT AND REMOVED

12'

MIN.

Bd

(SEE NOTE 1)

Bc

COMPACTED

BACKFILL

COMPACTED

SELECT

MATERIAL

Bc/2

SEE NOTE 2

COMPACTED GRANULAR

BEDDING MATERIAL

NORMAL TRENCH GRANULAR BEDDING

O.6 Bc (TOTAL)

PIPE BELL

UNDISTURBED

SOIL

M

IN

TR

EN

C H

W

AL

LS

AS

V

ER

TI

C

AL

AS

P

O

SS

IB

LE

VE

R

TI

C

AL

TR

EN

C

H W

AL

LS

CL

CLASS "A" BEDDING-SPECIAL CONDITIONS

SPECIAL DETAIL

CLASS "B" BEDDING-NORMAL CONDITIONS

SEM. CO. DEC 2013

BEDDING AND TRENCHING NOTES

1. Bc = PIPE O.D.

Bd = TRENCH WIDTH AT TOP OF PIPE MAX. Bd = Bc + 24" MIN. Bd = MAX. DIM.