index of standard details...city of dunedin department of p.o. box 1348 dunedin, fl \ 㜀㜀尩...

$: INDEX OF STANDARD DETAILS...CITY OF DUNEDIN DEPARTMENT OF P.O. BOX 1348 DUNEDIN, FL \ 㜀㜀尩 298-3000 34697-1348 JUL 2011 JUN 2013 OCT 2015 Public Works & Utilities Director/ City$

1A Pay Limits for Pipe in Stable Soils Detail (Other Than Storm Drain)

1B Pipe Bedding, Trench And Pay Limits For Storm Pipe In Stable Soils Detail

1C Pay Limits With Multiple Pipes Detail

2 Over Excavation Section For Pipe Trench In Unstable Soils

3A Trench Backfill Detail

3B Pipe Bedding Envelope For Pressure Pipe

3C Pipe Bedding Envelope For Storm Drain

3D Pipe Bedding Envelope For Gravity Sanitary Sewer

4 Pavement Open-cut Trench Restoration Detail

5 Minimum Pipe Separation Requirements Detail

6 Buried Pipe Identification Detail

7 Unrestrained Pipe Conflict Detail

8 Restrained Pipe Conflict Resolution Detail

9 Water Pipeline Concrete Encasement

10 Installation of Polyethylene Encasement Detail

11 Jack and Bore Detail

12 Precast Concrete Thrust Block Detail

13 Reserved

14 Reserved

15 Reserved

16 Restrained Joint Lengths

17 Valve Box Detail

18 Valve Cover Identification Detail

19 Gate Valve with Box Detail

20 Temporary Line-Size Blow-Off for Raw, Reclaimed and Potable Water Mains Detail

21 Temporary 2" Blow-Off/Sampling Arrangement for Raw, Reclaimed and Potable Water Mains Detail

22 Typical 2" Blow-Off Detail

23 Temporary Sampling Tap/CL2 Injection Tap

24 Fire Hydrant Assembly Detail

25 Fire Hydrant Assembly Detail (Cont'd)

26 Fire Hydrant Leads Method of Installation

27 Pipe Supports Detail

28 Above Ground Special Enclosure Details

29 Above Ground Special Enclosure Details (Cont'd)

30 Air Inlet and/or Air Release Valve Details

31 Air Inlet and/or Air Release Valve Details (Cont'd)

32 2" Buried Valve Detail

33 Air Release Valve in Meter Box Detail For Reclaimed Water Only

34 Potable and Reclaim Water Service Connection Detail

35 11"x18"x12" Potable Water Meter Box Detail



38 Reclaim Water Meter Box Detail

39 Standard 3/4" to 1" Meter Set

40 Standard 1-1/2" Meter Set

41 Standard 2" Meter Set

42 Master Water Meter Assembly for Potable Water Systems

INDEX OF STANDARD DETAILS

TITLESHEET No

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STANDARD DETAILS (NTS)

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SHEET OF

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OF SHEETS

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INDEX

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1

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3

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INDEX

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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PUBLIC WORKS & UTILITIES

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUL 2011

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JUN 2013

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OCT 2015

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Public Works & Utilities Director/ City Engineer

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Jorge M. Quintas P.E. M. Quintas P.E.M. Quintas P.E. Quintas P.E.Quintas P.E. P.E.P.E.

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1

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2

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2 (SEE NOTE 2)

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1

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EXIST. GRADE

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SAW CUT

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LIMITS OF PAYABLE SURFACE RESTORATION

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12"

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0.D. + 24"

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UNDISTURBED SOIL

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BACKFILL

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PIPE BELL

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COMPACTED BEDDING

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O.D.

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FINAL BACKFILL

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PAVEMENT

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12"

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MIN.

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SHEET OF

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PAY LIMITS FOR

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PIPE IN STABLE SOIL

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(OTHER THAN STORM DRAIN)

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1A

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1

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3

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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NOTES: 1.CONTRACTOR SHALL PERFORM TRENCH EXCAVATION USING MEANS AND CONTRACTOR SHALL PERFORM TRENCH EXCAVATION USING MEANS AND METHODS THAT ARE SAFE AND SUITABLE FOR THE FIELD CONDITIONS ENCOUNTERED. 2.TRENCH SIDE-SLOPE INDICATED IS ONLY FOR THE PURPOSE OF COMPUTING TRENCH SIDE-SLOPE INDICATED IS ONLY FOR THE PURPOSE OF COMPUTING PAYABLE WIDTH FOR SURFACE RESTORATION PAYMENT ITEMS. 3.PAYMENT TO CONTRACTOR FOR TRENCH CONSTRUCTION AND SURFACE PAYMENT TO CONTRACTOR FOR TRENCH CONSTRUCTION AND SURFACE RESTORATION SHALL BE BASED ON QUANTITIES COMPUTED USING THE LIMITS INDICATED. NO ADDITIONAL PAYMENT WILL BE DUE TO CONTRACTOR FOR WORK OUTSIDE THE INDICATED LIMITS.

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PIPE ENVELOPE

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SHEET OF

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PIPE BEDDING, TRENCH AND

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PAY LIMITS FOR STORM PIPE

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IN STABLE SOILS DETAIL

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1B

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2

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3

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1

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2

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1

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EXIST. GRADE

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SAW CUT

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12"

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0.D. + 30"

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BACKFILL

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PIPE BELL

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COMPACTED BEDDING

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O.D.

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FINAL BACKFILL

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PAVEMENT

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2 (SEE NOTE 2)

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UNDISTURBED SOIL

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NOTES: 1.CONTRACTOR SHALL PERFORM TRENCH EXCAVATION USING MEANS AND CONTRACTOR SHALL PERFORM TRENCH EXCAVATION USING MEANS AND METHODS THAT ARE SAFE AND SUITABLE FOR THE FIELD CONDITIONS ENCOUNTERED. 2.TRENCH SIDE-SLOPE INDICATED IS ONLY FOR THE PURPOSE OF COMPUTING TRENCH SIDE-SLOPE INDICATED IS ONLY FOR THE PURPOSE OF COMPUTING PAYABLE WIDTH FOR SURFACE RESTORATION PAYMENT ITEMS. 3.PAYMENT TO CONTRACTOR FOR TRENCH CONSTRUCTION AND SURFACE PAYMENT TO CONTRACTOR FOR TRENCH CONSTRUCTION AND SURFACE RESTORATION SHALL BE BASED ON QUANTITIES COMPUTED USING THE LIMITS INDICATED. NO ADDITIONAL PAYMENT WILL BE DUE TO CONTRACTOR FOR WORK OUTSIDE THE INDICATED LIMITS.

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MAR 2011

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PIPE ENVELOPE

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12"

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MIN.

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SHEET OF

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1C

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3

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3

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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PAY LIMITS WITH

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MULTIPLE PIPES DETAIL

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12"

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2

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1

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1

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2

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PLAN

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DIMENSION

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2

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1

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2

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1

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3 PIPES

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2 PIPES

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1 PIPE

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SEE DETAIL FOR SPECIFIC

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PIPE TRENCH CONDITION

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PIPE BEDDING

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O.D.

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O.D.

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O.D.

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SAW CUT

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PAVEMENT

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EXIST. GRADE

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PLAN

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DIMENSION

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3'

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MIN.

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3'

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MIN.

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FEB 2011

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VARIES

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O.D.

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2

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UNDISTURBED SOIL

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PIPE BELL

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+12"

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O.D.

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+30" MAX

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O.D.

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2

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SHEET OF

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OVER EXCAVATION SECTION FOR

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PIPE TRENCH IN UNSTABLE SOILS

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2

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1

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1

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12"

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MIN.

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EXIST. GRADE

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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PIPE BEDDING

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OVEREXCAVATE UNSUITABLE SOILS VERTICALLY TO SUITABLE SOIL OR TO DEPTH DIRECTED BY ENGINEER

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PIPE ENVELOPE

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NOTES:

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1.

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2.

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SELECT FILL WHEN ABOVE WATER TABLE AND APPROVED BY ENGINEER FDOT NO 89 GRAVEL COMPACT BACKFILL TO 100% OF AASHTO T-99

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PAYMENT TO CONTRACTOR FOR UNSUITABLE MATERIAL EXCAVATION, BACKFILL AND COMPACTION SHALL ONLY BE FOR THE VOLUME EXCAVATED BELOW THE PIPE ENVELOPE. NO ADDITIONAL PAYMENT WILL BE DUE TO CONTRACTOR FOR UNSUITABLE MATERIAL ENCOUNTERED WITHIN OR ABOVE PIPE ENVELOPE.

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BACKFILL OVEREXCAVATION AS FOLLOWS:

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MAR 2011

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12"

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JUL 2014

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SHEET OF

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BACKFILL DETAIL

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3A

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1

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4

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TRENCH

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LOCATOR

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WIRE

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18"-24"

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METAL

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IDENTIFICATION

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TAPE

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EXISTING PAVEMENT

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EXISTING GRADE

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12"

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PIPE DIA.

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12"

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ROAD BASE

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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MAR 2011

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1.TRENCHES SHALL BE FULLY BACKFILLED DAILY, AND THERE SHALL BE NO OPEN TRENCHES LEFT TRENCHES SHALL BE FULLY BACKFILLED DAILY, AND THERE SHALL BE NO OPEN TRENCHES LEFT OVERNIGHT, ON WEEKENDS, OR ON HOLIDAYS. 2.SEE ALSO CITY OF DUNEDIN DETAIL "PAVEMENT OPEN-CUT TRENCH RESTORATION DETAIL" SEE ALSO CITY OF DUNEDIN DETAIL "PAVEMENT OPEN-CUT TRENCH RESTORATION DETAIL" 3.LOCATOR WIRE SHALL BE USED WITH ALL NONMETALLIC PRESSURE PIPE. LOCATOR WIRE SHALL BE USED WITH ALL NONMETALLIC PRESSURE PIPE. 4.METAL IDENTIFICATION TAPE SHALL BE USED WITH ALL PIPES EXCEPT STORM DRAIN AND GRAVITY METAL IDENTIFICATION TAPE SHALL BE USED WITH ALL PIPES EXCEPT STORM DRAIN AND GRAVITY SEWER. (SANITARY LATERALS SHALL HAVE MARKER TAPE).

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ROADWAY STABILIZED SUBBASE

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SEE DETAIL - 'PAVEMENT OPEN-CUT TRENCH RESTORATION DETAIL'

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PLACE IN 12" LIFTS COMPACT TO 95% OF AASHTO T-99

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PLACE IN 12" LIFTS COMPACT TO 100% OF AASHTO T-99 (INCLUDING UNDER DRIVEWAYS)

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COMMON FILL

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PIPE ENVELOPE (SEE DETAIL DWG)

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COMPACT IN 6" LAYERS

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NOTES:

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JULY 2011

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JAN 2017

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SHEET OF

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FOR PRESSURE PIPE

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3B

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2

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4

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PIPE BEDDING ENVELOPE

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2011

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PIPE ENVELOPE

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12"

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12"

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PIPE OD + 24"

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BEDDING MATERIAL IF REQUIRED

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PIPE

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BEDDING MATERIAL: 1.SUITABLE UNDISTURBED SOIL SUITABLE UNDISTURBED SOIL 2.SELECT FILL SELECT FILL 3.FDOT NO. 89 GRAVEL WHEN REQUIRED FOR DRY, FDOT NO. 89 GRAVEL WHEN REQUIRED FOR DRY, FIRM BEDDING

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PLACE IN 6" LIFTS, COMPACT TO 100% AASHTO T-99

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SELECT FILL PLACE IN 6" LIFTS COMPACT TO 100% AASHTO T-99

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Oct 2016

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SHEET OF

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3C

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3

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4

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2011

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FOR STORM DRAIN

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PIPE ENVELOPE

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6"

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12"

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PIPE OD + 30"

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STORM DRAIN

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NOTE: SEE PLAN DETAILS WHEN STORM DRAIN IS SLOTTED PIPE

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CRUSHED STONE FDOT NO. 89 PLACE IN 6" LIFTS COMPACT TO 100% AASHTO T-99

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SHEET OF

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3D

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4

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4

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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MAR 2011

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FOR GRAVITY SANITARY SEWER

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PIPE ENVELOPE

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12"

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12"

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PIPE OD + 24"

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NOTES: 1.TYPE 5 STANDARD LAYING CONDITION TYPE 5 STANDARD LAYING CONDITION 2.PIPE STIFFNESS (PVC) OR PRESSURE CLASS (DIP) PIPE STIFFNESS (PVC) OR PRESSURE CLASS (DIP) OF INSTALLED PIPE ASTM SPECIFICATIONS SHALL LIMIT DEFLECTION TO A MAXIMUM OF 5% BEFORE APPLYING SAFETY FACTOR.

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CRUSHED STONE FDOT NO. 89 PLACE IN 6" LIFTS COMPACT TO 100% AASHTO T-99

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PVC OR DIP

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GRAVITY

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SEWER

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Oct 2016


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TRENCH RESTORATION DETAIL

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4

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1

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1

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PAVEMENT OPEN-CUT

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2011

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REPLACEMENT BASE (SEE NOTE 4)

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TRENCH BACKFILL (SEE DETAIL DRAWING No. 3A)

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ORIGINAL BASE

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SAW CUT PAVEMENT

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TRENCH RESTORATION WIDTH (SEE NOTE 1)

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ASPHALTIC CONCRETE WEARING COURSE (SEE NOTE 2)

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2 LAYERS ASPHALTIC CONCRETE (SEE NOTE 3)

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MILLED ASPHALT (SEE PLANS FOR THICKNESS)

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12"

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12"

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ORIGINAL ASPHALT

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RESTORATION NO MILLING

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RESTORATION WITH MILLING

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NOTE: 1.CONTRACTOR SHALL RESTORE FULL WIDTH OF PAVEMENT DISTURBED BY CONSTRUCTION. CONTRACTOR SHALL RESTORE FULL WIDTH OF PAVEMENT DISTURBED BY CONSTRUCTION. REFERENCE DETAIL DRAWINGS NO. 1A THROUGH 1C FOR PAYABLE LIMITS. 2.WHEN EXISTING STREET PAVEMENT IS NOT TO BE MILLED AS PART OF THE PROJECT, FOLLOW WHEN EXISTING STREET PAVEMENT IS NOT TO BE MILLED AS PART OF THE PROJECT, FOLLOW TABLE ON DETAIL DRAWING NO. 61 FOR ASPHALT LAYER(S) AND THICKNESS. 3.TOP ASPHALTIC CONCRETE LAYER EQUAL TO OVERLAY ASPHALT TYPE AND THICKNESS. PLACE TOP ASPHALTIC CONCRETE LAYER EQUAL TO OVERLAY ASPHALT TYPE AND THICKNESS. PLACE AT SAME TIME AS OVERLAY. BOTTOM LAYER SAME AS NOTED IN TABLE ON DETAIL DRAWING NO. 61, EXCEPT FOR LOCAL STREETS WHICH SHALL HAVE A 1 INCH TYPE SP-9.5 BOTTOM LAYER IN THE TRENCH RESTORATION AREA. 4.REPLACEMENT BASE SHALL BE THE SAME THICKNESS AS THE ORIGINAL BASE THICKNESS, BUT REPLACEMENT BASE SHALL BE THE SAME THICKNESS AS THE ORIGINAL BASE THICKNESS, BUT NOT LESS THAN THE BASE THICKNESS GIVEN IN TABLE ON DETAIL DRAWING NO. 61. 5.PROVIDE ASPHALT FILLET WHEN PAVEMENT DROP GREATER THAN 1 INCH. REMOVE BY PROVIDE ASPHALT FILLET WHEN PAVEMENT DROP GREATER THAN 1 INCH. REMOVE BY MILLING JUST PRIOR TO PLACING FINAL ASPHALTIC CONCRETE LAYER.

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ROADWAY STABILIZED SUBGRADE

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LAYER 1

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LAYER 2

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JUN 2013

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Oct 2016


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SHEET OF

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MINIMUM PIPE SEPARATION

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REQUIREMENTS DETAIL

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5

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1

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1

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3' MIN.

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SEWER FORCE MAIN

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RECLAIMED WATER MAIN

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POTABLE WATER MAIN

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TO OUTSIDE) SHALL BE MAINTAINED BETWEEN POTABLE WATER

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MAINS AND SEWER COLLECTION LINES OR SEWER FORCE

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MAINS.

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10' MIN.

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A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (OUTSIDE

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1.

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2.

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A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET (CENTER

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TO CENTER) OR THREE FEET (OUTSIDE TO OUTSIDE) SHALL

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POTABLE WATER MAINS OR SEWER FORCE MAINS OR SEWER

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COLLECTION LINES.

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3' MIN.

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BE MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER

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5' MIN.

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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THE TAPE SHALL EXTEND FROM JOINT TO JOINT ALONG THE

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TAPE WITH BLACK PERMANENT LETTERING SHALL BE USED.

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RECLAIMED WATER

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RECLAIMED WATER

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RECLAIMED WATER

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RECLAIMED WATER

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2"

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LENGTH OF THE PIPE.

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SHEET OF

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BURIED PIPE IDENTIFICATION DETAIL

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6

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1

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1

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JULY 2011

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BURIED PIPE IDENTIFICATION SCHEDULE

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SANITARY SEWER

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RAW

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RECLAIMED

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USE

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SEWER LINE

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RAW WATER MAIN

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RECLAIMED WATER MAIN

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GREEN

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PVC PIPE COLOR

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BLUE

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PANTONE PURPLE 522C

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MARKING TAPE BACKGROUND COLOR

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MARKING TAPE WORDING

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TRANSMISSION MAIN

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SEWER LINE

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TRANSMISSION MAIN

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CONCENTRATE (BRINE)

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SEWAGE FORCE MAIN

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LOCATOR WIRE JACKET COLOR

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STORMWATER FORCE MAIN

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WHITE

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GREEN

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WHITE

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BROWN OR TAN

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PURPLE

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YELLOW

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GREEN

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GREEN

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BLACK

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PURPLE

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BLACK

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-

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GREEN

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POTABLE

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POTABLE WATER MAIN

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BLUE

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BLUE

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BLUE

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BROWN OR TAN

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BLACK

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SOLID COLOR PVC

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METAL IDENTIFICATION TAPE ABOVE PIPE

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NONMETALLIC PIPE MARKING

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DIP PIPE MARKING

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2.5"-18" PIPE- 2" TAPE IS CENTERED ALONG TOP OF PIPE

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20" & LARGER PIPE- 2" TAPE IS PLACED ON BOTH SIDES OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP OF PIPE

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NOTE: IDENTIFICATION TAPE SHALL ALSO BE PLACED ABOVE DIP USED TO CONVEY RAW WATER. PLACE TAPE OUTSIDE OF POLYETHYLENE ENCASEMENT.

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Oct 2016

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JAN 2017


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FINISH GRADE

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OBSTRUCTION

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DISTANCE AS REQUIRED

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MAXIMUM DEFLECTION PER PIPE JOINT.

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EXCEED 75% OF MANUFACTURER RECOMMENDED

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CONSTRUCT UNIFORM PIPE DEFLECTION - NOT TO

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AT THE POINT OF CROSSING

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CENTER A FULL LENGTH OF PIPE

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L

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C

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SHEET OF

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UNRESTRAINED PIPE

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CONFLICT RESOLUTION DETAIL

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7

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1

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2

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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18" MIN. CLEARANCE REQUIRED FOR WATER AND SEWER MAIN CROSSINGS AND 12" MIN. CLEARANCE REQUIRED FOR OTHER TYPE UTILITIES. SEE CONCRETE ENCASEMENT DETAIL IF MIN. CLEARANCE CAN NOT BE OBTAINED. (SEE DETAIL 9)

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JULY 2011

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Oct 2016

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JAN 2017


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45%%d BENDS (TYP)

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FINISH GRADE

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OBSTRUCTION

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SHEET OF

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RESTRAINED PIPE

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CONFLICT RESOLUTION DETAIL

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8

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2

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2

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DATE ______

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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AUG 2009

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PVC OR DIP (MATCH EXISTING PIPE OR AS SHOWN ON THE PLANS)

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18" MIN. CLEARANCE REQUIRED FOR WATER AND SEWER MAIN CROSSING AND 12" MIN. CLEARANCE REQUIRED FOR OTHER TYPE UTILITIES. SEE CONCRETE ENCASEMENT DETAIL IF MIN. CLEARANCE CAN NOT BE OBTAINED (SEE DETAIL 9)

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CONNECT TO EXISTING PIPE WITH NEW PIPE BELL, RESTRAINED. NEW PIPE SHALL HAVE JOINTS RESTRAINED FROM EACH BEND FOR LENGTH SPECIFIED FOR BEND IN RESTRAINED JOINT DETAIL.

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CONNECT TO EXISTING PIPE W/RESTRAINED COUPLING (MEGA-COUPLING SERIES 3800). USE COUPLING ON ONE SIDE OF OBSTRUCTION ONLY. NEW PIPE SHALL HAVE JOINTS RESTRAINED FOR LENGTH SPECIFIED FOR BEND

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JULY 2011

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Oct 2016

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JAN 2017


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OBSTRUCTION

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12"

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MIN

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4" MIN TYP

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5' MIN

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SHEET OF

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WATER PIPELINE

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CONCRETE ENCASEMENT

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9

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1

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1

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FINISH GRADE

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OBSTRUCTION

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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APRIL 2011

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CONCRETE ENCASED WATER MAIN*

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CONCRETE REACTION BLOCKS TO SUPPORT OBSTRUCTING PIPE TO BOTTOM OF PIPE TRENCH (TYP) WHEN ENCASED WATER MAIN* BELOW OBSTRUCTION

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COMPACTED SUBGRADE (100% AASHTO T-99)

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* WATER MAIN = POTABLE, RECLAIM, OR FORCE MAIN

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5' MIN

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WATER MAIN*

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4" MIN. CONCRETE ENCASEMENT (2,500 PSI MIN)

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NOTES: 1.FOR NEW PIPE, POLYETHYLENE ENCASED, RESTRAINED DUCTILE IRON FOR NEW PIPE, POLYETHYLENE ENCASED, RESTRAINED DUCTILE IRON PIPE SHALL BE UTILIZED FROM 10' BEFORE THE CONCRETE ENCASEMENT TO 10' AFTER THE CONCRETE ENCASEMENT. 2.CONCRETE ENCASE EXISTING PIPE ONLY WHEN APPROVED BY THE CONCRETE ENCASE EXISTING PIPE ONLY WHEN APPROVED BY THE ENGINEER 3.PIPE JOINTS ALLOWED WITHIN CONCRETE ENCASEMENT ONLY WHEN PIPE JOINTS ALLOWED WITHIN CONCRETE ENCASEMENT ONLY WHEN ENCASEMENT LENGTH LONGER THAN 18 FEET

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POLYETHYLENE ENCASED DUCTILE IRON PIPE

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RESTRAINED JOINT TYPICAL, FIRST JOINT OUTSIDE OF ENCASEMENT AND ANY JOINT WITHIN ENCASEMENT

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MIN 4" CLEARANCE (ABOVE, BELOW, OR BESIDE OBSTRUCTION)

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JUN 2013

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Oct 2016


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OVERLAP

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METHOD A

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METHOD B

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METHOD C

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OVERLAP

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OVERLAP

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INSTALLATION OF POLYETHYLENE

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ENCASEMENT DETAIL

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10

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1

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NOTES:

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1

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JUL 2011

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1.POLYETHYLENE TUBE IS CUT INTO LENGTHS APPROXIMATELY TWO FEET LONGER THAN THE PIPE POLYETHYLENE TUBE IS CUT INTO LENGTHS APPROXIMATELY TWO FEET LONGER THAN THE PIPE THAN THE PIPE SECTION AND PLACED AROUND IT. AFTER THE JOINT IS ASSEMBLED, THE POLYETHYLENE TUBE IS ASSEMBLED, THE POLYETHYLENE TUBE IS MADE TO OVERLAP THE JOINT AND THE OVERLAP SECURED IN PLACE. SINCE THE TUBE IS CONSIDERABLY LARGER THAN THE BARREL OF PIPE, IT IS MADE TO FIT SNUGLY BY FOLDING OVER AT THE TOP AND SECURING AT QUARTER POINTS ALONG THE PIPE SECTION.

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1.POLYETHYLENE TUBE IS CUT ONE FOOT SHORTER THAN THE LENGTH OF THE PIPE SECTION. POLYETHYLENE TUBE IS CUT ONE FOOT SHORTER THAN THE LENGTH OF THE PIPE SECTION. AFTER PLACEMENT OF THE PIPE, IT IS FOLDED AND SECURED SNUGLY OVERALL. A THREE FOOT LENGTH OF POLYETHYLENE TUBE PLACED OVER THE END OF THE PRECEDING SECTION IS THEN PULLED IN PLACE OVER THE JOINT ASSEMBLY AND SECURED.

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1.POLYETHYLENE SHEET IS CUT TO A LENGTH TWO FEET LONGER THAN THE PIPE SECTION. THE POLYETHYLENE SHEET IS CUT TO A LENGTH TWO FEET LONGER THAN THE PIPE SECTION. THE SHEET IS WRAPPED AROUND THE PIPE SO THAT IT OVERLAPS CIRCUMFERENTIALLY OVER THE TOP QUADRANT OF THE PIPE, THEN SECURED. AFTER JOINT ASSEMBLY THE SURPLUS LENGTH OF POLYETHYLENE FILM IS SECURED AROUND THE JOINT, PROVIDING AN OVERLAP OF EACH JOINT.

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1.POLYETHYLENE FILM SHALL BE A MINIMUM OF 8 MIL. THICKNESS LLDPE. POLYETHYLENE FILM SHALL BE A MINIMUM OF 8 MIL. THICKNESS LLDPE. 2.ALL FITTINGS , INCLUDING DUCTILE IRON FITTINGS USED WITH PVC PIPE, SHALL BE WRAPPED ALL FITTINGS , INCLUDING DUCTILE IRON FITTINGS USED WITH PVC PIPE, SHALL BE WRAPPED WITH POLYETHYLENE FILM. 3.ENCASEMENT COLOR CODE SHALL BE AS FOLLOWS: ENCASEMENT COLOR CODE SHALL BE AS FOLLOWS: BLUE FOR POTABLE AND RAW WATER PURPLE FOR RECLAIM WATER PURPLE FOR RECLAIM WATER GREEN FOR SANITARY SEWER AND FORCE MAINS CLEAR FOR CONCENTRATE (BRINE) OR STORMWATER FORCE MAINS 4.POLYETHYLENE FILM SHALL BE MARKED WITH MANUFACTURER'S NAME, YEAR OF MANUFACTURE, POLYETHYLENE FILM SHALL BE MARKED WITH MANUFACTURER'S NAME, YEAR OF MANUFACTURE, MINIMUM FILM THICKNESS & MATERIAL, AND THE WORDS "WARNING - CORROSION PROTECTION - REPAIR ANY DAMAGE".

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NOV 2011

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Oct 2016


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NOMINAL CARRIER PIPE DIA, INCHES

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MINIMUM CASING PIPE DIA, INCHES

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6

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8

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PIPE DIA

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UP TO

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CARRIER PIPE

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SEE PLANS

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FOR SIZE

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CASING SEAL

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(SEE NOTE 3)

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INSULATOR - MAXIMUM

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OF ONE FOOT FROM EACH

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SIDE OF JOINT

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1'

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5'

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PIPE DIA

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16" - 48"

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END VIEWS

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MINIMUM, WALL THICKNESS, INCHES

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24

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36

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10

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12

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16

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18

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20

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30

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30

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24

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20

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20

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16

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14

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0.281

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0.281

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0.343

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0.343

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0.406

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0.469

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0.469

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0.531

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5.5' MIN

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5' MIN

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RAILROAD TRACKS

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10' MAX

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BETWEEN

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MAX

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SHEET OF

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JACK & BORE DETAIL

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11

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1

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1

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SPACERS

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14"

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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NOTES: 1.CASING SPACERS SHALL BE STAINLESS STEEL W/ 2-INCH WIDE CASING SPACERS SHALL BE STAINLESS STEEL W/ 2-INCH WIDE PLASTIC RUNNERS. 2.ALTERNATE METHODS OF CASING SPACERS (TIMBER PIPE SKIDS ALTERNATE METHODS OF CASING SPACERS (TIMBER PIPE SKIDS SET IN CONCRETE) MAY BE UTILIZED UPON PROJECT MANAGER'S APPROVAL. 3.SEAL ANNULUS BETWEEN CARRIER PIPE AND CASING AT BOTH SEAL ANNULUS BETWEEN CARRIER PIPE AND CASING AT BOTH ENDS USING CASING SEAL AS MANUFACTURED BY PIPELINE SEAL AND INSULATOR, MODEL S OR APPROVED EQUAL. ALTERNATE METHOD IS TO SEAL ANNULUS WITH 8" THICK ASTM C32, GRADE MS BRICK BULKHEAD. 4.ALL CASING PIPE SHALL BE WELDED STEEL PIPE CONFORMING ALL CASING PIPE SHALL BE WELDED STEEL PIPE CONFORMING TO ASTM A139 CLASS B OR TONGUE AND GROOVE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C76, CLASS V. 5.MINIMUM DIAMETER FOR MANUALLY EXCAVATED CASING PIPES MINIMUM DIAMETER FOR MANUALLY EXCAVATED CASING PIPES SHALL BE 36 INCHES. 6.WHEN CROSSING PAVEMENT THE CASING PIPE SHALL EXTEND AT WHEN CROSSING PAVEMENT THE CASING PIPE SHALL EXTEND AT LEAST 10 FEET ON EITHER SIDE OR AS REQUIRED BY THE APPROPRIATE PERMITTING AGENCY.

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Oct 2016


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SHEET OF

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THRUST BLOCK DETAIL

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12

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1

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1

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PRECAST CONCRETE

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42"

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6"

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8"

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24"

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4"

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4"

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8"

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8"

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1" CLEAR

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12"

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42"

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SECTION B - B

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SECTION A - A

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ELEVATION

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A

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B

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B

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A

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# 4 AT 6" OC

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EACH WAY

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EACH FACE

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LIFTING RING

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THIS ROW FOR ALTERNATE

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PLAN ONLY

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# 4 AT 6" OC EACH WAY

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BACK FACE

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NOTES:

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1. REINFORCING TO BE STANDARD DEFORMED BAR. FC = 3000 PSI.

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AND 8" OR SMALLER FITTINGS, IF ALLOWED BY THE ENGINEER.

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2. PRECAST THRUST BLOCKING TO BE USED ONLY ON FIRE HYDRANTS

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THRUST BLOCK AND FITTING IF SO DIRECTED BY THE ENGINEER.

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3. A 12"x18" SPACER BLOCK SHALL BE PLACED BETWEEN THE PRECAST

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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SHEET OF

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JOINT LENGTHS

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16

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1

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1

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RESTRAINED

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MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING

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4

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6

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8

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10

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12

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20

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20

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20

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20

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80

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34

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20

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20

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40

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20

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20

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56

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61

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25

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20

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120

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50

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20

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20

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85

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34

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120

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150

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180

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200

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SIZE

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PIPE

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BEND

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90%%d

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BEND

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45%%D

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BEND

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22 1/2%%D

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TEE

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END

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CAPPED

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SHEET OF

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CITY OF DUNEDIN

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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NOTES: 1.VALVES SHALL BE RESTRAINED BASED ON THE LENGTH SPECIFIED VALVES SHALL BE RESTRAINED BASED ON THE LENGTH SPECIFIED FOR CAPPED ENDS. 2.FOR TEES, THE BRANCH DIAMETER SHALL BE UTILIZED TO FOR TEES, THE BRANCH DIAMETER SHALL BE UTILIZED TO DETERMINE THE REQUIRED RESTRAINED LENGTH. 3.REDUCERS AND COUPLINGS SHALL BE RESTRAINED BASED ON REDUCERS AND COUPLINGS SHALL BE RESTRAINED BASED ON LENGTH SPECIFIED FOR 90° BEND. FOR REDUCERS, THE LARGER DIAMETER SHALL BE UTILIZED TO DETERMINE THE REQUIRED RESTRAINED LENGTH. 4.DESIGN RESTRAINT FOR 150 PSI TEST PRESSURE, MINIMUM.DESIGN RESTRAINT FOR 150 PSI TEST PRESSURE, MINIMUM.

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A.PVC PIPE PVC PIPE 1. MJ FITTINGS: FORD UNI-FLANGE SERIES 1500; EBAA IRON SERIES 2000 PV IRON SERIES 2000 PV 2. PUSH-ON JOINTS: FORD UNI-FLANGE SERIES 1390; EBAA IRON SERIES 1500 IRON SERIES 1500 B. DI PIPE DI PIPE 1. MJ FITTINGS: FORD UNI-FLANGE SERIES 1400; EBAA IRON MEGA-LUG SERIES 1100 IRON MEGA-LUG SERIES 1100 2. PUSH-ON JOINTS: FORD UNI-FLANGE SERIES 1390-C; EBAA IRON SERIES 1100 HDIRON SERIES 1100 HD

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NOV 2009

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MAY 2011

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ALL FITTINGS SHALL BE WRAPPED WITH POLYEHTYLENE FILM.

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JUN 2013

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MECHANICAL RESTRAINERS

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Oct 2016


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WATER

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1/2"

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VALVE BOX COVER

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TOP SECTION

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BOTTOM SECTION

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RISER

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RISER

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SIDE VIEW

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7-1/4"

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3"

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2"

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1"

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3/16"

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5-1/8"

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5-3/4"

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4-3/4"

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3/16"

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4"

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4-1/4"

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2-7/8"

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2-5/8"

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5-1/4"

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5-3/4"

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8"

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8-1/2"

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10"

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A

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B

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6"

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1/4"

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2-1/2"

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SIDE VIEW

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PLAN

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BOTTOM

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SECTION

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SIZE

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A

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B

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15"

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15"

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24"

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24"

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36"

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36"

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6-1/2"

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15-1/2"

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27-1/2"

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TOP

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SECTION

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SIZE

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A

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10"

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16"

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10"

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16"

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SIDE VIEW

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PLAN

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9-3/4"

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6"

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6-1/2"

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6-1/2"

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6-1/4"

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7-1/2"

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8-3/4"

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2"

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A

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1-3/4"

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1/4"

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1/2"

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3/16"

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3"

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4-7/8"

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3-1/4"

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3-1/2"

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6-1/2"

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7-1/2"

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8-3/5"

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1" TO 2-1/2"

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1-3/4" TO 2"

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2"

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7"

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1/4"

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1/2"

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SIDE VIEW

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PLAN

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SHEET OF

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VALVE BOX DETAIL

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17

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1

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1

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUN 2013

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PLAN

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VALVE BOX ASSEMBLY

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ALTERNATE VALVE BOX ASSEMBLY

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TOP SECTION

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BOTTOM SECTION

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1-1/4" LETTER

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BOTTOM SECTION

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TOP SECTION

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VALVE BOX COVER

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ADDITIONAL BOTTOM SECTION (AT NO ADDITIONAL COST TO OWNER)

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6" PVC PIPE

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Oct 2016


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WATER

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WATER

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RECLAIMED

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POTABLE WATER MAIN

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RECLAIMED EFFLUENT MAIN

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RAW WATER MAIN

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RAW

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SEWER

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SANITARY SEWER FORCE MAIN

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SHEET OF

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IDENTIFICATION DETAIL

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18

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1

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1

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VALVE COVER

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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7" MIN.

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7" MIN.

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FEB 2009

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Oct 2016


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45%%d

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TO MATCH WM SIZE

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BLOW-OFF LINE SIZE

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THRUST BLOCK

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VALVE BOX

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GATE VALVE W/ADJUSTABLE

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FINISHED GRADE

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SUPPORT AS REQUIRED

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INVERT MUST PARALLEL GRADE

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OF MAIN AND PLUG (TEMPORARY

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REMOVE AFTER DISINFECTION

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ASSEMBLIES ONLY)

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2'

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BLIND FLANGE

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OR M.J. PLUG

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MIN

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SHEET OF

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POTABLE WATER MAINS DETAIL

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20

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1

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1

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FOR RAW, RECLAIMED AND

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TEMPORARY LINE-SIZE BLOW-OFF

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUN 2010

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Oct 2016


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SHEET OF

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21

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1

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1

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1'-6"

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ARRANGEMENT TO BE REMOVED

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AFTER DISINFECTION OF MAIN

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LINE

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2" BRONZE PIPE NIPPLE

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COMPLETION

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2" 90%%d BEND

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3/4" SMOOTH HOSE

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2' MIN.

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INSTALLATION OF SADDLE AND BALL VALVE

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IN VERTICAL POSITION IS ACCEPTABLE

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2" BALL VALVE

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PVC OR DIP WATER MAIN

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TYPICAL FLUSHING/SAMPLING

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BIB FOR SAMPLING

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PLUG VALVE AT TEST

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2" GALVANIZED STEEL PIPE

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SERVICE SADDLE-2" OUTLET. OPTIONAL

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2" BALL VALVE/CORPORATION STOP

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(FORD MODEL B11-777W OR EQUAL)

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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TEMPORARY 2" BLOW-OFF/SAMPLING

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ARRANGEMENT FOR RAW, RECLAIMED

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AND POTABLE WATER MAINS DETAIL

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JUN 2010

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Oct 2016


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30" MIN.

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GRADE

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CLOSE NIPPLE & CAP

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CONC. METER BOX

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BROOKS MANUFACTURING

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MODEL NO. 36 R OR EQUAL

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18"x15"x15"

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CONC. THRUST BLOCK

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CORP. STOP

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NOTE:

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DISTANCE VARIES

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R/W

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6"

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2" GRAVEL BOTTOM

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2" PVC

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FABRIC BARRIER

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W/GEOTECH

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2" BALL VALVE

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PVC OR DIP WATER MAIN

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2" BRONZE PIPE NIPPLE

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TAPPED PLUG OR CAP

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(RESTRAINED)

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SHEET OF

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BLOW-OFF DETAIL

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22

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1

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1

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TYPICAL 2"

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUN 2010

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1. CONCRETE FOR THRUST BLOCK SHALL HAVE A MINIMUM 28 DAY

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COMPRESSIVE STRENGTH OF 3000 P.S.I.

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2. ALL FITTINGS SHALL BE "NO-LEAD" BRASS OR BRONZE.

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±5'

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JUN 2013

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Oct 2016


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2

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INSTALL INJECTOR.

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REMOVE HOSE BIBB AND

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MAIN LINE

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6"

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HOSE BIBB FOR CL INJECTION.

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MAIN IS UNDER SIDEWALK

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OPTION USED WHEN

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3/4" GALV.

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STEEL PIPE

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3/4" CORP STOP

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3/4" HOSE BIBB

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NOTE: REMOVE ALL HOSE BIBBS ON RECLAIMED WATER MAINS DAILY.

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2'-0"

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2'-0"

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SHEET OF

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CL INJECTION TAP

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23

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1

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1

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TEMPORARY SAMPLING TAP/

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2

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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3'-0"

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2'-0"

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8"

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PROTECTION POST DETAIL

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GRADE LINE

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UNDER HYDRANT ELBOW

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CONCRETE SUPPORT BLOCK

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6" PIPE

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AS SPECIFIED ON PLANS

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GRADE LINE

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UNDISTURBED

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MATERIAL

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ADJUSTABLE VALVE BOX

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6" GATE VALVE

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PRECAST

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THRUST

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BLOCK

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3 CU FT GRAVEL

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SHEET OF

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ASSEMBLY DETAIL

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24

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1

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2

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FIRE HYDRANT

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUN 2010

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OCT 2014

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3'-0"

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30" MIN

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1'-6" MIN

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6" DIA. DIP FILLED WITH CONCRETE

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NOTES: 1.PAINT POST CHROME-YELLOW. PAINT POST CHROME-YELLOW. 2.PROVIDE PROTECTION POSTS PROVIDE PROTECTION POSTS AS SHOWN ON THE PLANS AND FOR HYDRANTS LOCATED IN PAVED AREAS, PARKING LOTS, OR AREAS OF TRAFFIC HAZARD.

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BREAKAWAY FLANGE ELEV = FINISHED = FINISHED = FINISHED FINISHED FINISHED GRADE PLUS 4"

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STREAMER CONNECTION TO FACE STREET UNLESS NOTED OTHERWISE ON PLANS (REMOVE CHAINS)REMOVE CHAINS)

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Oct 2016


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SHEET OF

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ASSEMBLY DETAIL

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25

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2

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2

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FIRE HYDRANT

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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6" GATE VALVE (PAINT TOP OF VALVE BOX LID RED)

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HYDRANT SHALL MEET OR EXCEED AWWA C-502

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JAN 2015

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6" PIPE

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OCT 2014

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5.ALL FIRE HYDRANTS PUBLIC OR PRIVATE, SHALL BE INSTALLED AND ALL FIRE HYDRANTS PUBLIC OR PRIVATE, SHALL BE INSTALLED AND MAINTAINED WITH A CLEARANCE OF: CLEAR TO ROAD IN FRONT, AND 3'-0" CLEARANCE TO SIDES AND REAR OF THE HYDRANT.

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NOTES: 1.ALL POTABLE WATER FIRE HYDRANTS SHALL BE PAINTED WITH A HIGH ALL POTABLE WATER FIRE HYDRANTS SHALL BE PAINTED WITH A HIGH GRADE ENAMEL, FEDERAL SAFETY YELLOW (OSHA APPROVED) ABOVE THE GROUND LINE. PAINT USED FOR FLOW TEST COLOR CODING SHALL ALSO BE AN OSHA APPROVED COLOR. FIRE HYDRANTS LOCATED WITHIN THE CRA DISTRICT SHALL BE PAINTED SAFETY RED WITH A FOREST GREEN (GLOSS) TOP AND NOZZLE CAPS. 2.HYDRANT LEAD PIPE SHALL BE DIP (PRESSURE CLASS 350) OR PVC HYDRANT LEAD PIPE SHALL BE DIP (PRESSURE CLASS 350) OR PVC (AWWA C900, DR 14). 3.HYDRANT SHALL STAND PLUMB. STANDARD DEPTH SHALL BE 2'-6" FEET HYDRANT SHALL STAND PLUMB. STANDARD DEPTH SHALL BE 2'-6" FEET TO 5 FEET OF COVER. 4.THRUST RESTRAINT FOR HYDRANT AS FOLLOWS: THRUST RESTRAINT FOR HYDRANT AS FOLLOWS: A.HYDRANT SHALL BE FIRMLY SUPPORTED UNDER ELBOW. HYDRANT SHALL BE FIRMLY SUPPORTED UNDER ELBOW. B.ALL BACKFILL SHALL BE THOROUGHLY COMPACTED BEHIND THRUST ALL BACKFILL SHALL BE THOROUGHLY COMPACTED BEHIND THRUST BLOCK. C.ALL PIPE JOINTS IN HYDRANT LEADS SHALL BE RESTRAINED BY USE ALL PIPE JOINTS IN HYDRANT LEADS SHALL BE RESTRAINED BY USE OF MEGALUGS OR EQUIVALENT.

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NOZZLE (TYP OF 3)

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Oct 2016

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JAN 2017


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6" DIP 90%%D BEND

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TAPPING SLEEVE

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METHOD 3

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METHOD 4

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METHOD 2

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MAIN

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6" GATE VALVE

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6" PIPE

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FIRE HYDRANT

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MJ TEE

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MAIN

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MJ TEE

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6" PIPE

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METHOD 1

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MJ

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TEE

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MAIN

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TAPPING VALVE

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SHEET OF

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METHOD OF INSTALLATION

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26

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1

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1

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FIRE HYDRANT LEADS

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FIRE HYDRANT

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6" GATE VALVE

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6" PIPE

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FIRE HYDRANT

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6" GATE VALVE

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FIRE HYDRANT

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6" PIPE

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MAIN

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUN 2010

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PIPE OR ANCHOR COUPLING

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OCT 2014

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LOOPED

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LOOPED

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LOOPED

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LOOPED

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NOTES: 1.ALL VALVES SHALL BE ALL VALVES SHALL BE ANCHORED TO BRANCH OF TEE ON ALL HYDRANT INSTALLATIONS. 2.ALL HYDRANT LEAD JOINTS ALL HYDRANT LEAD JOINTS SHALL BE RESTRAINED BY MEGALUGS OR EQUIVALENT.

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DEAD-END PIPING TO FIRE HYDRANTS

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PIPE SIZE

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MAX. LENGTH

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6"

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100 FEET

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8"

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300 FEET

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10"

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500 FEET

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Oct 2016

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JAN 2017


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GRINNELL O/E PIPE STANCHION

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SADDLE, FIGURE 259 OR APPROVED

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EQUAL.

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STEEL PLATE, MIN. 8"x8" SQUARE

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OR 8" DIAMETER (1/4" THICK)

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CONC. SLAB

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(4) 5/8" DIAMETER

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ANCHOR BOLTS

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FLANGE

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3"x3" ANGLE IRON WELDED TO THE PIPE

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STANCHION WITH 2 HOLES DRILLED TO

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MATCH APPROPRIATE FLANGE (HOT DIP

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GALVANIZE AFTER FABRICATION)

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SHEET OF

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PIPE SUPPORTS DETAIL

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27

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1

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1

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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ENCLOSURE DETAILS

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28

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1

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2

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ABOVE GROUND SPECIAL

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DOOR GASKET SHALL BE

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CELLULAR NEOPRENE, 1"

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WIDE AND 1/4" THICK

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CITY OF DUNEDIN NAME

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PLATE, SEE DETAIL ON

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DRAWING 29

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3 POINT LOCKING

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SYSTEM W/CORBIN

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LOCK. ALL CABINET'S

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SHALL BE NO. 2

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FDOT KEY (SEE NOTE)

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LOUVER W/ALUM.

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BUG SCREEN

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#4 @ 8" E.W.

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3000 PSI (MIN.)

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CONC. @ 28 DAYS

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SLOPE @ 1% TO

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DRAIN VENT

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COMPACTED SOIL

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FINISH 4" ABOVE

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EXIST. GRADE

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VARIES (SEE ARV DETAILS)

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S.STL. DOOR HINGE

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SHALL BE 2" WIDE

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CONT. W/A 3/16"

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S.STL. PIN

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FRONT ELEVATION

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VARIES

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(SEE ARV DETAILS)

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PLAN VIEW

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VARIES

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(SEE ARV DETAILS)

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3" (TYP)

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ANCHOR BOLT (4 REQ'D.)

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3/4" x 6" LONG S.STL.

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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AUG 2009

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Oct 2016


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SIDE ELEVATION

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4"

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3"

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VENT W/ALUM.

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BUG SCREEN

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CABINET SHALL MEET FDOT

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STANDARDS FOR BASE MOUNTED

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CONTROLLER CABINETS

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CABINET SHALL BE MANUFACTURED

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0.125" 5052 ALLOY SHEET ALUM.

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W/SMOOTH NATURAL FINISH. ALL

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SEAMS & CORNERS SHALL BE WELDED

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CABINET SHALL BE FASTENED TO CONC.

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PAD W/4-3/4" S.STL. ANCHOR BOLTS

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1" CHAMFER TYP. ALL SLABS

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CABINET DRAIN VENT

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W/ALUM. BUG SCREEN

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WATER DIVISION

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Property of City of Dunedin

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3"

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3/4"

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S.STL. W/1/16" LETTERS

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ENGRAVED OR ETCHED

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ALUM. RIVETS EACH END

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NOTE:

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CONTRACTOR IS TO VERIFY THAT

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THE KEY & LOCK IS IDENTICAL

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TO THE KEY & LOCKS ON

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EXISTING CITY CABINETS.

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NAME PLATE DETAIL FOR WATER MAINS

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ARV OR RECLAIMED ARV

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8"

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SHEET OF

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ENCLOSURE DETAILS

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29

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2

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2

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ABOVE GROUND SPECIAL

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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OCT 2009

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WASTEWATER DIVISION

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Property of City of Dunedin

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3"

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3/4"

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S.STL. W/1/16" LETTERS

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ENGRAVED OR ETCHED

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ALUM. RIVETS EACH END

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NAME PLATE DETAIL FOR FORCE MAINS

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ARV

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JUN 2010

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Oct 2016


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FRONT VIEW

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NOTES:

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SHEET OF

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RELEASE VALVE DETAILS

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30

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1

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2

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AIR INLET AND/OR AIR

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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SEPT 2009

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DOWNWARD FACING ELBOW (PROVIDE W/S.S. SCREEN ON POTABLE WATER ARV)

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H

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W

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2"

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WATER PLUS CORPORATION POLYETHYLENE ENCLOSURE (32" H x 16" W x 13" D) OR SAFETY-GUARD MODEL 15100 ENCLOSURE BY HYDRO-GUARD (34" H x 20" W x 14" D) SEE NOTES 1 & 3

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AIR RELIEF VALVE (SEE NOTE 4)

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PREMOLDED BITUMINOUS EXP JOINT (TYP)

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6" THICK CONCRETE SLAB, 3000 PSI MIN. @ 28 DAYS W/#3 @ 8" O.C. E.W.

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DI TEE (MAIN SIZE AS INDICATED ON PLANS) 6" BRANCH & RESTRAINED DI PLUG W/ 2" NPT TAP (TYP) (4" BRANCH & PLUG IF MAIN LINE SIZE IS 4")

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1.ENCLOSURE COLOR SHALL BE AS FOLLOWS: POTABLE OR RAW WATER - BLUE, WASTEWATER ENCLOSURE COLOR SHALL BE AS FOLLOWS: POTABLE OR RAW WATER - BLUE, WASTEWATER - GREEN, RECLAIM WATER - PURPLE. 2.ALL PIPE, FITTINGS AND PIPING COMPONENTS IN CONTACT WITH POTABLE WATER OR RAW ALL PIPE, FITTINGS AND PIPING COMPONENTS IN CONTACT WITH POTABLE WATER OR RAW WATER SHALL COMPLY WITH NSF STANDARD 61 REQUIREMENTS. USE "NO-LEAD" BRASS. 3.DISABLE PIN ALLEN BOLT LOCK SUPPLIED WITH ENCLOSURE. FIELD INSTALL HEAVY DUTY DISABLE PIN ALLEN BOLT LOCK SUPPLIED WITH ENCLOSURE. FIELD INSTALL HEAVY DUTY STAINLESS STEEL PADLOCK HASP USING 316 S.S. NUTS & BOLTS. 4.ARV SHALL BE AS FOLLOWS: POTABLE, RAW, OR RECLAIM WATER - APCO 200A; ARV SHALL BE AS FOLLOWS: POTABLE, RAW, OR RECLAIM WATER - APCO 200A; WASTEWATER - ARI D-025 W/STAINLESS STEEL BODY. 5.PAINT 2" BURIED VALVE BOX COVER, CONCRETE FLOOR INSIDE ARV ENCLOSURE, AND ANY PAINT 2" BURIED VALVE BOX COVER, CONCRETE FLOOR INSIDE ARV ENCLOSURE, AND ANY ABOVE GROUND IRON, STEEL, OR PRIMED SURFACES WITH AN ENAMEL PAINT AS FOLLOWS: POTABLE WATER - DARK BLUE, RAW WATER - OLIVE GREEN, RECLAIMED WATER - PURPLE, WASTEWATER - GREEN. DO NOT PAINT PLASTIC, BRASS, OR STAINLESS STEEL SURFACES.

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1" BALL VALVE 1" THRD GS NIPPLE (TYP)

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2"x1" TEE W/3/4" BALL VALVE W/PLUG

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EMBED LOWER PART OF ENCLOSURE INTO CONCRETE. ALSO WIRE ENCLOSURE TO SLAB REINFORCEMENT @ 18" O.C. AROUND PERIMETER

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JUN 2013

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12" TYP (MIN)

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ARV

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JUN 2010

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Oct 2016


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SHEET OF

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RELEASE VALVE DETAILS

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31

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2

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2

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AIR INLET AND/OR AIR

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2009

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6" MAX

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2" BRASS ELBOW

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ENCLOSURE

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BRONZE NIPPLE

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2" THRD SCH 40

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STOP

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2" CORPORATION

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(TYP)

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2'-0" TO R/W UNLESS OTHERWISE SHOWN ON PLAN OR DIRECTED BY ENGINEER

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12"

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SIDE VIEW

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JUN 2010

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2" BRASS ELBOW

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2" BRASS COMPRESSION COUPLING (FORD, McDONALD, OR EQUAL) INSTALL W/SOLID STAINLESS STEEL STIFFENER INSERT INSIDE PE TUBING

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WATER MAIN

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2" BRASS PIPE

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2" BURIED VALVE

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2" PE TUBING (PROVIDE CONTINUOUS SLOPE UP TO ARV)

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2"x1" TEE W/1"x3/4" BUSHING

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ARV

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CONC SLAB MIN 12" LARGER THAN ENCLOSURE. SLOPE SLAB SURFACE 2% AWAY FROM ENCLOSURE

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2" BRASS THREADED COUPLING

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2" BRASS PIPE

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2" BRASS PIPE

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VALVE PAD

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3/4" BALL VALVE ROTATED TO FRONT. PROVIDE PLUG.

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Oct 2016


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32

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1

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1

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2" BURIED VALVE DETAIL

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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LOWER SECTION

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6" MIN

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6"

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6"

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12"

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12"

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VALVE IDENTIFICATION DISK

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CONC. PAD TYPICAL IN GREEN SPACE

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BASE

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ASPHALT PAVEMENT

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UPPER SECTION - SLIDE ADJUSTABLE TYPE CAST IRON VALVE BOX

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SET COVER OF VALVE BOX AT GRADE IN PAVEMENT, VALVE BOX & CONCRETE PAD 1/4" ABOVE GRADE ELSEWHERE

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CAST IRON LID INSCRIBED FOR APPLICABLE WATER SERVICE

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3000 PSI CONC. PAD WITH TWO (2) #3 DIA. BAR EACH WAY

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PVC OR CTS PE AS SHOWN ON PLAN

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WRAP VALVE & COUPLINGS W/POLYETHYLENE ENCASEMENT

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BRASS COUPLING (FORD C8_-77-G OR EQUAL)

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2" BRASS BALL VALVE W/GATE VALVE OPERATING NUT (FORD B11-777 OR EQUAL)

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2"

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BV

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PW

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3" BRONZE DISK STAMPED

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WITH PROPER INFORMATION

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AND SET IN CONC SLAB

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SIZE OF VALVE

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TYPE OF VALVE

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14 L

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JUN 2010

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NOV 2011

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Oct 2016

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NUMBER AND DIRECTION

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OF TURNS TO OPEN

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TYPE OF SERVICE:

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PW - POTABLE WATER

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RCW - RECLAIMED WATER

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RAW - RAW WATER

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SAN - SANITARY SEWER

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(FORCE MAIN)

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JAN 2017


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2" THRD SCH 40

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(SEE CITY OF DUNEDIN STANDARD DETAIL NO. 37)

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10"

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TYP

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4"

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MIN

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2" COMPRESSION

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6" PLUG WITH

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TYP

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SHEET OF

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DETAIL FOR RECLAIMED WATER ONLY

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33

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1

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1

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AIR RELEASE VALVE IN METER BOX

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SIDE VIEW (SINGLE & DOUBLE)

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6" MAX

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2" SCH 80 PVC

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90%%D BEND (TYP)

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4"

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MIN

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2" THRD SCH 40

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GS PIPE (TYP)

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3/4" BALL VALVE

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BRONZE NIPPLE (TYP)

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2" THRD SCH 40

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STOP (TYP)

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2" CORPORATION

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W/THREADED ENDS (TYP)

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ROTATED TO FRONT

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SDR-9 HDPE TYP.

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4"

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MIN

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VAL-MATIC MODEL 38 AIR RELEASE VALVE

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4" GRAVEL

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BRONZE NIPPLE (TYP)

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17" x 30" x 24" METER BOX

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6"

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2" SCH 80 PVC OR

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2" SCH 80 PVC OR

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FITTING WITH INSERT

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2" NPT TAP

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2" BALL VALVE W/PADLOCK WINGS

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WATER MAIN #1

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WATER MAIN #2

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(TYP)

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUN 2010

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6"

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6"

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CONCRETE RIM

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CONC RIM

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OCT 2015

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Oct 2016


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BALL VALVE CORPORATION STOP

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EXPANDER

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YOKE CURB STOP

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W/LOCK RING

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HDPE TUBING

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(SEE NOTES)

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COMPRESSION COUPLING (TYP)

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METER BOX

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YOKE

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TYP. ROADWAY

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SERVICE SADDLE (ON PVC PIPE)

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FABRIC BARRIER

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3" OF GRAVEL

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W/GEOTECH

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LONG SIDE

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SHORT SIDE

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WATER MAIN OR RECLAIMED WATER PIPE (SIZE VARIES)

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SHEET OF

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34

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1

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1

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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POTABLE AND RECLAIMED WATER

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SERVICE CONNECTION DETAIL

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36" MIN.

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INSTALL SERVICE LINE UNDER ROADWAY PAVEMENT IN SLEEVE, HDPE OR POLY (INSTALLED BY DIRECTIONAL DRILL)/SCH 80 PVC (INSTALLED BY OPEN CUT)

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NOTES: 1.A DOUBLE WIDE SINGLE FLEXIBLE BAND SADDLE SHALL BE USED ON ALL A DOUBLE WIDE SINGLE FLEXIBLE BAND SADDLE SHALL BE USED ON ALL PVC MAINS. 2.FIELD LOCATE ALL EXISTING WATER SERVICE LINES AND METERS AS FIELD LOCATE ALL EXISTING WATER SERVICE LINES AND METERS AS DIRECTED BY CITY ENGINEER. 3.SERVICE LINE SHALL GENERALLY BE ONE SIZE LARGER THAN EXISTING, SERVICE LINE SHALL GENERALLY BE ONE SIZE LARGER THAN EXISTING, BUT IN NO CASE SMALLER THAN 1". 4.FOR ALL NEW WATER SERVICES PROVIDED, THE CONTRACTOR SHALL FOR ALL NEW WATER SERVICES PROVIDED, THE CONTRACTOR SHALL FURNISH AND INSTALL CORP. STOP, SERVICE LINE AND YOKE CURB STOP. 5.COMPRESSION COUPLINGS ON ALL CONNECTIONS TO HDPE TUBING SHALL COMPRESSION COUPLINGS ON ALL CONNECTIONS TO HDPE TUBING SHALL HAVE METAL INSERT STIFFENERS. 6.RECLAIMED WATER SERVICE SHALL BE LOCATED FIVE FEET FROM RECLAIMED WATER SERVICE SHALL BE LOCATED FIVE FEET FROM SANITARY SEWER LATERALS WHERE FEASIBLE AND/OR AT LEAST TEN FEET FROM POTABLE WATER SERVICE CONNECTIONS. 7.HDPE TUBING SHALL HAVE PERMANENT IMPRINTING AS MANUFACTURED HDPE TUBING SHALL HAVE PERMANENT IMPRINTING AS MANUFACTURED BY ENDOT/YARDLEY, ORANGEBURG OR APPROVED EQUAL. COLOR: POTABLE - BLUE, RECLAIM - PURPLE 8.DOUBLE CHECK VALVE ASSEMBLIES ARE NOT REQUIRED ON RECLAIMED DOUBLE CHECK VALVE ASSEMBLIES ARE NOT REQUIRED ON RECLAIMED WATER SERVICES. 9.AT SELECT LOCATIONS WHERE RECLAIMED WATER SERVICES ARE AT SELECT LOCATIONS WHERE RECLAIMED WATER SERVICES ARE PROVIDED, INSTALL NEW METER BOX(ES) AND DOUBLE CHECK BACKFLOW DEVICE ON EXISTING POTABLE WATER SERVICE AS DIRECTED BY THE PROJECT ENGINEER.

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DOUBLE CHECK VALVE ASSEMBLY (SEE NOTES)

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NEW METER SET (TO BE PROVIDED BY CITY)

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CONNECT TO EXIST. OR PROVIDE NEW SERVICE (AS REQUIRED)

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NOV 2011

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90° TYP

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JUN 2013

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Oct 2016

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JAN 2017


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SHEET OF

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WATER METER BOX DETAIL

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35

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1

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1

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11" x 18" x 12" POTABLE

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cdr

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METER

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13-1/2"

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11-1/2"

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20-3/8"

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19-7/8"

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BOX - PLAN VIEW

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12" OR 18"

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18-3/8"

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18-3/4"

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OPTIONAL - COVER

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COVER W/READER LID

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19-7/8"

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1-3/4"

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END VIEW

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24-5/8"x17-3/4"

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OPTIONAL - END VIEW

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22"x 15-1/8"

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OPTIONAL CAST IRON READER LID

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SKID RESISTANT SURFACE

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5/8" x 4" LIFTING SLOT

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CDR SYSTEMS, CORP., P.O. BOX 1118,

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OR APPROVED EQUAL OR AS DESIGNATED

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IN THE PLANS AND/OR SPECIFICATIONS

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MODEL NUMBER WAO3-1118-12,

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NOTE:

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ALL COVERS SHALL BE CAST

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CLEARLY IDENTIFIES THE UTILITY

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cdr

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WATER

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11-1/4"

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12"

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18-3/8"

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BOX & COVER SECTION

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13"

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13"

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OPTIONAL BOX & COVER SECTION

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STRAIGHT WALL VERSION

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FLARED WALL VERSION

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ORMOND BEACH, FL 32175

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44 LB. POLYMER CONCRETE AND FIBER

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REINFORCED POLYESTER METER BOX ,

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REINFORCED POLYESTER SOLID COVER

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WITH RAISED LETTERS WHICH

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25 LB. POLYMER CONC. & FIBER

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1-3/4"

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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HOLE FOR

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AUTOMATIC METER

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READER TYPICAL

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OCT 2006

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DUNEDIN WATER

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Oct 2016

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OPT. OPENINGS EACH END. PLUG OPENINGS ONCE PIPE INSTALLED

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JAN 2017


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cdr

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WATER

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METER

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33"

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33-1/4"

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42-3/4"

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11-1/4"

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12"

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1-3/4"

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COVER W/READER LID

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BOX - PLAN VIEW

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FLARED WALL VERSION

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BOX & COVER SECTION

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END VIEW

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6" x 9" CAST IRON READER LID

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11"

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34-3/4"

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21-3/4"

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12-3/4"

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UNDER 90

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SHEET OF

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36

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1

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1

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11" x 32" x 12" POTABLE

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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HOLE FOR AUTOMATIC METER READER

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DUNEDIN WATER

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OCT 2006

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NOTE: POLYMER CONCRETE AND FIBER REINFORCED POLYESTER METER BOX, MODEL NUMBER WA00-1132-12 CDR SYSTEMS, CORP., P.O. BOX 1118, ORMOND BEACH, FL 32175 OR APPROVED EQUAL OR AS DESIGNATED IN THE PLANS AND/OR SPECIFICATIONS ALL READER LIDS SHALL BE CAST IRON WITH RAISED LETTERS WHICH CLEARLY IDENTIFIES THE UTILITY 25 LB. POLYMER CONC. & FIBER REINFORCED POLYESTER SOLID COVER

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Oct 2016

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PLUG OPENINGS ONCE PIPE INSTALLED TYP EACH END

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JAN 2017


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cdr

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LOGO

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17-1/2"

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30-1/2"

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OPTIONAL - COVER

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5/8" x 4" LIFTING SLOT

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OPTION

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30-3/4"

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BOX - PLAN VIEW

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40-3/4"

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32-1/2"

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OPTIONAL CAST IRON READER LIDS AVAILABLE

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17-3/4"

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27-3/4"

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2"

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12",18",22",

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24" OR 30"

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36-1/2"

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23-1/2"

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27-3/4"

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36-3/4" x 23-3/4"

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BOX & COVER SECTION

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19-1/2"

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28-1/4"

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10"

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SS CAPTIVE BOLT

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BOX

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COVER

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SELF CENTERING

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CORROSION RESISTANT

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NUT

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COVER BOLTDOWN OPTION

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END VIEWS

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EXTENSION SECTION

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41-1/4"

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21"

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2"

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OPTIONAL KNOCKOUTS

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OR TERMINATORS

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CDR SYSTEMS, CORP., P.O. BOX 1118,

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ORMOND BEACH, FL 32175

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OR APPROVED EQUAL OR AS DESIGNATED

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IN THE PLANS AND/OR SPECIFICATIONS

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REINFORCED POLYESTER METER BOX ,

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POLYMER CONCRETE AND FIBER

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MODEL NUMBER A12-1730-12,

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POLYMER CONCRETE

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AND FIBER REINFORCED

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SHEET OF

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1

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17" x 30" x 12" POTABLE

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COVER BOLTDOWN

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POLYESTER

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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COVER SNAP-IN

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LOCKING RECESS

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DFW BY NDS D1200 METER BOXES

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D1200P-DIRP, 12"x17"x12"

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OR APPROVED EQUAL

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WATER

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DO NOT

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17"

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12"

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21-1/2"

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"RECLAIMED WATER, DO NOT

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10-1/8"

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1-5/8"

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11-3/4"

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16-1/4"

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14-1/2"

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19-3/4"

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15-3/8"

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PANTONE 522C LAVENDER COLOR

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WITH LIFTING SLOT, MARKED

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DROP-IN READER COVER

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6-3/4"

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4"

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DRINK (WITH INTERNATIONAL

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SYMBOL) NO BEBER"

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RECLAIMED

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DRINK

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NO BEBER

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SHEET OF

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METER BOX DETAIL

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1

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1

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RECLAIMED WATER

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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30" OVERALL LENGTH

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CLOSE NIPPLE

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METER YOKE

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METER & EXPANDER

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CLOSE NIPPLE

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BALL VALVE

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METER & EXPANDER

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24" BRASS NIPPLE TYP

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ABOVE GROUND METER SET

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METER SET IN METER BOX

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METER YOKE

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SHEET OF

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METER SET

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39

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1

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1

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STANDARD 3/4" TO 1"

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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NOV 2011

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YOKE CURB STOP WITH LOCK RING

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DOUBLE CHECK ASSEMBLY FOR POTABLE WATER (OMIT FOR RECLAIMED WATER METER SET)

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DOUBLE CHECK ASSEMBLY W/REDUCED PRESSURE DEVICE FOR POTABLE WATER (OMIT FOR RECLAIMED WATER METER SET)

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STREET 90° BRASS BEND W/NIPPLE TYP

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TEE CLOSE NIPPLE BALL VALVE PLUG TYPICAL BOTH SIDES

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Oct 2016


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METER

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1-1/2"x17" POLY NIPPLE

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1-1/2"x3" BRASS NIPPLE

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1-1/2" BALL VALVE

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66" OVERALL LENGTH

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SPUD

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SPUD

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OUT

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2" STRAIGHT

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DOUBLE CHECK

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BACKFLOW ASSEMBLY

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FOR POTABLE WATER

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(OMIT FOR RECLAIMED

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WATER METER SET)

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CLOSE NIPPLE

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OUT

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DOUBLE CHECK &/OR RP

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BACKFLOW ASSEMBLY FOR

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POTABLE WATER (TO BE

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DETERMINED AT PERMITTING)

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OMIT FOR RECLAIMED WATER

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METER SET

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SHEET OF

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METER SET

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40

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1

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1

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STANDARD 1-1/2"

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COUPLING

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STREET 90°

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BRASS BEND

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W/NIPPLE

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TYP

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1-1/2"x3" BRASS NIPPLE

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1-1/2" BALL VALVE

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METER

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SPUD

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SPUD

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2" STRAIGHT

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COUPLING

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TEE

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CLOSE NIPPLE

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BALL VALVE

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PLUG

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TYPICAL BOTH SIDES

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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METER

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2"x14" POLY NIPPLE

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2" x 3" BRASS NIPPLE

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2" BALL VALVE

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77" OVERALL LENGTH

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SPUD

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SPUD

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OUT

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2" STRAIGHT

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DOUBLE CHECK

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BACKFLOW ASSEMBLY

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FOR POTABLE WATER

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(OMIT FOR RECLAIMED

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WATER METER SET)

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CLOSE NIPPLE

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OUT

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DOUBLE CHECK &/OR RP

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BACKFLOW ASSEMBLY FOR

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POTABLE WATER (TO BE

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DETERMINED AT PERMITTING)

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OMIT FOR RECLAIMED WATER

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METER SET

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SHEET OF

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METER SET

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1

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1

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STANDARD 2"

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COUPLING

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STREET 90°

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BRASS BEND

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W/NIPPLE

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TYP

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2" x 3" BRASS NIPPLE

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2" BALL VALVE

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METER

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SPUD

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SPUD

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2" STRAIGHT

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COUPLING

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TEE

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CLOSE NIPPLE

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BALL VALVE

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PLUG

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TYPICAL BOTH SIDES

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FLOW

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1/2 " PREFORMED JOINT MATERIAL

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CONCRETE.

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TO BE PLACED BETWEEN DIP AND

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UNI-FLANGE (TYP) (2 REQ'D)

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BADGER FIRE SERVICE METER WITH TEST PORT

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MIN 2 x DIAMETER SPOOL PIECE

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COUPLING ADAPTOR

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45%%d BEND OR

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90%%d BEND (MJ/MJ)

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RESTRAINED

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THRUST BLOCK TYP

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EXIST. GRADE

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PIPE SUPPORT

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12" MIN

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18" MAX

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6"

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12" MIN

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ISOLATION VALVE (TYP)

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R. P. DEVICE

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1

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2

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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MASTER WATER METER ASSEMBLY FOR

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-ALL PIPELINE SIZES-

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POTABLE WATER SYSTEMS

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ALTERNATE ASSEMBLY: 45° BENDS MAY BE USEDIN LIEU OF 90° BENDS.LARGER CONCRETE SLAB REQUIRED.

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BY-PASS TEE W/THRUST BLOCK (SAME DIAMETER AS MAIN)

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BY-PASS ISOLATION VALVE, 90° BENDW/THRUST BLOCK

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BY-PASS TEE W/THRUST BLOCK (SAME DIAMETER AS MAIN) SPOOL PIECE & 90° BEND W/THRUST BLOCK

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OS&Y VALVE

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OS&Y VALVE (OPEN)

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OS&Y VALVE

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4" DIA. POSTS FILLED WITH CONC., 5' LONG WITH 3' ABOVE GROUND (18" POURED CONC. AT BOTTOM OF POSTS. USE POSTS AS REQUIRED BY ENGINEER)

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R. P. DEVICE

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OS&Y VALVE

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OS&Y VALVE

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COUPLING ADAPTOR

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OS&Y VALVE

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BADGER FIRE SERVICE METER WITH TEST PORT

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SECTION

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PLAN VIEW

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JUN 2013

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BY-PASS ISOLATION VALVE

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JUL 2015

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Oct 2016

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JAN 2017


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SHEET OF

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2

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2

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DATE ______

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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WITH STRAINERS -ALL PIPELINE SIZES-

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GROUND COMPOUND & TURBINE METERS

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MASTER WATER METER ASSEMBLY ABOVE

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OCT 2006

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NOTES: 1.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT LINED WITH CEMENT ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT LINED WITH CEMENT LINED DUCTILE IRON FLANGE FITTINGS FOR ABOVE GROUND USE. MECHANICAL RESTRAINED JOINTS SHALL BE USED UNDERGROUND. 2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE CITY OF DUNEDIN WATER DEPARTMENT. 3. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST OF THE CITY OF DUNEDIN. THE PREFERRED ASSEMBLY SHALL BE A DOUBLE CHECK DEVICE WATTS MODEL 709. OTHERWISE, WHEN DIRECTED BY THE CITY TO INSTALL A REDUCED PRESSURE DEVICE, WATTS MODEL 909 SHALL BE USED. WATTS MODEL 757 SILVER BULLET MAY BE USED ON FIRE LINES. 4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY. 5. GATE VALVES SHALL BE CHAINED AND PROVIDED WITH TAMPER SWITCHES AS GATE VALVES SHALL BE CHAINED AND PROVIDED WITH TAMPER SWITCHES AS REQUIRED BY THE FIRE DEPARTMENT. 6. 6" THICK CONCRETE SLAB SHALL BE REINFORCED WITH No. 6x6-W10xW10 AND 6" THICK CONCRETE SLAB SHALL BE REINFORCED WITH No. 6x6-W10xW10 AND SHALL BE TYPE II PORTLAND CEMENT WITH A MINIMUM 28 DAY STRENGTH OF 3000 psi. 7. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 8. ENTIRE ASSEMBLY SHALL BE PAINTED CITY OF DUNEDIN STANDARD POTABLE ENTIRE ASSEMBLY SHALL BE PAINTED CITY OF DUNEDIN STANDARD POTABLE WATER BLUE.

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JUL 2015

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Oct 2016

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JAN 2017


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PIPE SUPPORTS

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12" MIN

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18" MAX

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6"

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12" MIN

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OS&Y VALVE (TYP)

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BADGER COMPOUND METER

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BACKFLOW PREVENTION DEVICE

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COUPLING ADAPTOR

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OS&Y VALVE (OPEN)

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BADGER PLATE STRAINER

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FLOW

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SHEET OF

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1

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2

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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EXIST. GRADE

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UNI-FLANGE (TYP) (2 REQ'D)

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THRUST BLOCK TYP

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ISOLATION VALVE (TYP)

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BY-PASS TEE W/THRUST BLOCK (SAME DIAMETER AS MAIN)

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BY-PASS TEE W/THRUST BLOCK (SAME DIAMETER AS MAIN) SPOOL PIECE & 90° BEND W/THRUST BLOCK

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ALTERNATE ASSEMBLY: 45°BENDS MAY BE USED IN LIEU OF 90° BENDS. LARGERCONCRETE SLAB REQUIRED.

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MAY 2008

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4" DIA. POSTS FILLED WITH CONC., 5' LONG WITH 3' ABOVE GROUND (18" POURED CONC. AT BOTTOM OF POSTS. USE POSTS AS REQUIRED BY ENGINEER)

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OS&Y VALVE

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BADGER COMPOUND METER

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BADGER PLATE STRAINER

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OS&Y VALVE

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OS&Y VALVE

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BACKFLOW PREVENTION DEVICE

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ISOLATION VALVE

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SECTION

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PLAN VIEW

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AUG 2009

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1/2 " PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN DIP AND CONC SLAB

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ISOLATION VALVE

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RESTRAINED 45° BENDOR 90° BEND (MJ/MJ)

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Oct 2016

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JAN 2017


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SHEET OF

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2

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2

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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OCT 2006

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NOTES: 1.ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT LINED WITH CEMENT ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT LINED WITH CEMENT LINED DUCTILE IRON FLANGE FITTINGS FOR ABOVE GROUND USE. MECHANICAL RESTRAINED JOINTS SHALL BE USED UNDERGROUND. 2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE CITY OF DUNEDIN WATER DEPARTMENT. 3. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST OF THE CITY OF DUNEDIN. THE PREFERRED ASSEMBLY SHALL BE A DOUBLE CHECK DEVICE WATTS MODEL 709. OTHERWISE, WHEN DIRECTED BY THE CITY TO INSTALL A REDUCED PRESSURE DEVICE, WATTS MODEL 909 SHALL BE USED. WATTS MODEL 757 SILVER BULLET MAY BE USED ON FIRE LINES. 4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY. 5. GATE VALVES SHALL BE CHAINED AND PROVIDED WITH TAMPER SWITCHES AS GATE VALVES SHALL BE CHAINED AND PROVIDED WITH TAMPER SWITCHES AS REQUIRED BY THE FIRE DEPARTMENT. 6. 6" THICK CONCRETE SLAB SHALL BE REINFORCED WITH No. 6x6-W10xW10 AND 6" THICK CONCRETE SLAB SHALL BE REINFORCED WITH No. 6x6-W10xW10 AND SHALL BE TYPE II PORTLAND CEMENT WITH A MINIMUM 28 DAY STRENGTH OF 3000 psi. 7. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. 8. ENTIRE ASSEMBLY SHALL BE PAINTED CITY OF DUNEDIN STANDARD POTABLE ENTIRE ASSEMBLY SHALL BE PAINTED CITY OF DUNEDIN STANDARD POTABLE WATER BLUE.

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Oct 2016

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JAN 2017


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BOLLARD, SEE NOTE 10

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FINISHED GRADE

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1/2" PREFORMED JOINT

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BETWEEN DIP AND CONCRETE

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MATERIAL TO BE PLACED

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6"

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MIN

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18" SPOOL PIECE

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45%%d BEND OR

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90%%d BEND (MJ/MJ)

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RESTRAINED

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THRUST BLOCK TYP

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BE USED IN LIEU OF 90%%d BENDS.

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ALTERNATE ASSEMBLY: 45%%d BENDS MAY

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LARGER CONCRETE SLAB REQUIRED.

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REQUIRED BY THE FIRE DEPARTMENT

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GATE VALVES SHALL BE CHAINED AND

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PROVIDED WITH TAMPER SWITCHES AS

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RESILIENT SEAT GATE VALVES

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OS+Y VALVE (TYP)

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WATTS 709 OR 757 DCDA DOUBLE CHECK ASSEMBLY

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BADGER DETECTOR METER

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SHEET OF

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ASSEMBLY FOR FIRE PROTECTION

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44

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1

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1

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DOUBLE DETECTOR CHECK VALVE

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FLOW

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12"

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NOTES:

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2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED FROM A CERTIFIED BACKFLOW

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PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE CITY OF DUNEDIN WATER DEPARTMENT.

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3. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST OF THE CITY OF DUNEDIN.

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4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION MAINTENANCE AND TESTING

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OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY.

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5. 6" THICK CONCRETE SLAB SHALL BE REINFORCED WITH No. 6x6-W10xW10 AND SHALL BE TYPE II, PORTLAND

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CEMENT WITH A MINIMUM 28 DAY STRENGTH OF 3000 psi.

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6. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY.

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7. ENTIRE ASSEMBLY SHALL BE PAINTED CITY OF DUNEDIN STANDARD OSHA RED.

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DIP SHALL BE FLANGED. UNIFLANGES WILL NOT BE PERMITTED.

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1. ALL PIPE AND FITTINGS SHALL BE CEMENT LINED CLASS 50 DIP FOR A 4" AND LARGER PIPE. ABOVE GROUND

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8. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE UL LISTED FOR FIRE MAIN USE.

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9. A FREE STANDING 5" STORTZ CONNECTION TEE SHALL BE APPROX. 15-20 FEET FROM THE BUILDING.

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10. WHERE REQUIRED, A MINIMUM OF 4 - 4" DIAMETER, CONC. FILLED DIP BOLLARDS SHALL BE PLACED AROUND

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THE ASSEMBLY FOR PROTECTION. BOLLARDS SHALL BE A MINIMUM OF 5' LONG WITH 3' ABOVE GROUND, THEY

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SHALL HAVE A ROUNDED TOP AND BE PAINTED CITY OF DUNEDIN STANDARD OSHA YELLOW.

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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3/4" DOUBLE CHECK MINIMUM

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JAN 2009

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AUG 2009

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18" MIN

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24" MAX

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Oct 2016

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JAN 2017


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PREFERRED MATERIAL LIST:

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BACK FLOW ASSEMBLIES:

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DCVA - WATTS SERIES 007

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RPBP - WATTS SERIES 009

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BALL VALVES:

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FORD B11-333W, 3/4"" AND McDONALD 6101W 3/4"

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FORD B11-444W, 1" AND McDONALD 6101W 1"

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FORD B11-666W, 1 1/2" AND McDONALD 6101W 1 1/2""

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FORD B11-777W, 2" AND McDONALD 6101W 2"

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CDR BOXES:

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11X32 (#2) 5/8" x 3/4"

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1X18 (#1) RECLAIMED

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7X30 (#3) 1 1/2" , 2"

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CORPORATION STOPS:

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McDONALD 4101B-22, 3/4" OR FORD F1000-3-G

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McDONALD 4101B-22, 1" OR FORD F1000-4-G

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FIRE HYDRANTS:

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CLOW MEDALLION

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AMERICAN DARLING B84B

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INSERTS:

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STAINLESS STEEL - FORD OR McDONALD

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RESILIENT SEAT GATE VALVES:

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MUELLER (4"-12" SERIES A2360, 14" & LARGER SERIES A2361)

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CLOW (4" & LARGER MODEL 2638)

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KENNEDY (KS-RW)

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AMERICAN FLOW CONTROL (SERIES 2500)

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SADDLES:

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JCM 406 SERIES, STAINLESS STEEL STRAP, DI BODY FUSION EPOXY COATED

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FORD FC202, STAINLESS STEEL STRAP, DI BODY FUSION EPOXY COATED

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YOKES:

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FORD Y502, 5/8" x 3/4" AND McDONALD 14-2

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FORD Y504, 1" AND McDONALD 14-4

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MATERIAL LIST

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45

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1

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1

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APPROVED

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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YOKE CURB STOPS:

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FORD MODEL NO. B94-324W OR BA94-324W, 3/4" x 1"

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FORD MODEL NO. B94-344W OR BA94-344W, 1"

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NOV 2011

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JUN 2013

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ANY SUBSTITUTIONS SHALL BE REVIEWED BY THE CITY OF DUNEDIN PRIOR TO ACCEPTANCE. FITTINGS AND VALVES SHALL BE "NO-LEAD" BRASS OR BRONZE.

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Oct 2016

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JAN 2017


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TRENCH

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C

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MAIN LINE

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GATE VALVE

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3" & SMALLER

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VARIABLE

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TEE OR CROSS

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STANDARD TAPPED

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MECHANICAL JOINT

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SMALLER

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TAPPED 4" &

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STANDARD PLUG

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STANDARD CROSS

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PUSH-ON JOINT

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JOINTS ON THE PIPELINES,

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FITTINGS & ACCESSORIES SHALL

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BE OF THE SAME TYPE &

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MANUFACTURE OR AS DESCRIBED

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IN THE SPECIFICATIONS.

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NOTE:

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WATER MAIN

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4" & SMALLER

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STANDARD BEND

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STANDARD REDUCER

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GATE OR BUTTERFLY VALVE

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PUMPER NOZZLE

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TO FACE STREET

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GATE VALVE

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STANDARD CROSS

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6" MIN. WATER MAIN

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JOINTS

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RESTRAINED

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TIE RODS OR

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VARIES

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GATE, BUTTERFLY

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OR PLUG VALVE

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SCH. 80 PVC

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THREADED

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ADAPTER

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TRENCH

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WIDTH

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TRENCH

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WIDTH

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TRENCH

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VARIES

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WIDTH

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L

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TAPPING SLEEVE

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TAPPED SADDLE

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DOUBLE STRAP

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STANDARD WYE

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TAPPING VALVE

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UNION (OPTIONAL)

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COUPLING OR

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FLEXIBLE CAST

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3" & SMALLER WATER MAIN

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3" & SMALLER GATE VALVE

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(SEE PLAN)

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WATER MAIN

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3" & SMALLER

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FLEXIBLE CAST COUPLING

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TRANSITION GASKET

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(SEE TYPICAL DETAIL)

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REACTION BLOCK

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MAIN LINE

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REACTION BLOCK

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(THRUST BLOCK)

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FIRE HYDRANT

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ASSEMBLY

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GATE, BUTTERFLY

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OR PLUG VALVE

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(PER PLANS)

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STANDARD PLUG TAPPED

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3" & SMALLER

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OR UNION (OPTIONAL)

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6" & LARGER

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WATER MAIN

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NOTE:

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4" & LARGER WATER MAIN

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ALL SERVICES UNDER TRAFFIC AREAS SHALL BE IN A

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CASING (2" MIN.) & SHALL BE INSTALLED AT A MIN.

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ALL DUCTILE IRON FITTINGS, VALVES, & ACCESSORIES

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WITH APPROPRIATE TRANSITION GASKETS AS REQUIRED.

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TO BE INSTALLED ON PVC PIPE SHALL BE FURNISHED

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TAPPING VALVE & SLEEVE SHALL BE USED WHEN

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OTHERWISE NOTED ON THE PLANS.

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CONNECTING TO AN EXISTING OR LIVE LINE UNLESS

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DEPTH OF 36".

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MAIN LINE

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STANDARD BEND TEE

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SHEET OF

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PIPING, VALVES & FITTINGS

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46

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1

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1

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TYPICAL WATER MAIN

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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SHEET OF

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WIRE LAYOUT

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47

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1

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1

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TYPICAL LOCATOR

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EXISTING WATERLINE

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VALVE W/BOX

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(TYPICAL)

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BEGIN WIRE

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VALVE BOX

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BEGIN WIRE

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WIRE IN BOX

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BEGIN WIRE

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BEGIN WIRE

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P.B.O.

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END WIRE IN

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METER BOX

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BEGIN WIRE

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BEGIN WIRE

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P.B.O.

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END WIRE IN

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METER BOX

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P.B.O.

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END WIRE IN

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METER BOX

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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DUCT TAPE

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NOTES

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TAPPING SLEEVE

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12"

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SHEET OF

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INSTALLATION DETAIL

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48

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1

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1

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TYPICAL LOCATOR WIRE

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1.USE TWO (2) LOCATOR WIRES, #14 GAUGE MINIMUM, SOLID STRAND USE TWO (2) LOCATOR WIRES, #14 GAUGE MINIMUM, SOLID STRAND WIRE WITH COLOR CODED INSULATION. 2.THERE IS TO BE SUFFICIENT ENOUGH SLACK IN THE LOCATOR WIRE THERE IS TO BE SUFFICIENT ENOUGH SLACK IN THE LOCATOR WIRE TO EXTEND A MIN. OF 12" ABOVE VALVE BOX. 3.WIRE IS TO CONTINUE THROUGH TEES ON MAIN LINE WHERE NO WIRE IS TO CONTINUE THROUGH TEES ON MAIN LINE WHERE NO VALVES EXIST. 4.ATTACH WIRE TO TOP CENTER LINE OF MAIN USING DUCT TAPE OR ATTACH WIRE TO TOP CENTER LINE OF MAIN USING DUCT TAPE OR APPROVED EQUAL @ 5'- 0" O.C.. 5.DUMMY BOXES ARE TO BE INSTALLED WHERE NEW CONSTRUCTION DUMMY BOXES ARE TO BE INSTALLED WHERE NEW CONSTRUCTION TIES INTO EXISTING, AND ON FIRE LINES WITH DOUBLE CHECK VALVE ASSEMBLIES WHERE MAIN ENTERS BUILDING IF NO VALVE IS INSTALLED 6.DUMMY BOXES ARE TO CONSIST OF A TOP SECTION OF A VALVE DUMMY BOXES ARE TO CONSIST OF A TOP SECTION OF A VALVE BOX ASSEMBLY ENCASED IN A CONCRETE PAD.

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NOV 2011

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REFER TO CITY OF DUNEDIN DETAIL "GATE VALVE WITH BOX DETAIL"

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LOCATOR WIRE

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TWO (2) LOCATOR WIRES

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Oct 2016


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3"

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DUCT TAPE

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JOINT RESTRAINERS

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12" MIN

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1"- 3"

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3"

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SHEET OF

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INSTALLATION DETAIL

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49

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1

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1

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VALVE BOX/TRACER WIRE

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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WRAP FULL VALVE W/POLYETHYLENE ENCASEMENT SECURED TO UPPER BODY OF VALVE W/PLASTIC ZIP-TIE

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NOTE: POLYETHYLENE ENCASEMENT WRAP REQUIRED ON ALL VALVES. VALVE KEY EXTENSION REQUIRED ON VALVES WITH OPERATOR NUT OVER 4' DEEP. ALSO SEE CITY OF DUNEDIN DETAIL "GATE VALVE WITH BOX DETAIL".

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JUN 2010

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LOCATOR WIRE (2 EA. DIRECTION) 10"MIN-12"MAX

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LOAD FROM VALVE BOX IS NOT TO BE TRANSFERRED TO RISER

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VALVE BOX TOP SECTION

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ADJUSTABLE VALVE BOX BOTTOM SECTION

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LOCK RING 6" PVC (SDR 35) OR APPROVED EQUAL 1" - 3" WIDE BAND W/3" SECTION CUT OUT. 2 REQUIRED FOR EACH VALVE BOX

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NOV 2011

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TWO (2) LOCATOR WIRES (14 GAUGE MINIMUM)

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Oct 2016


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HOUSING BOLT

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BOLT IDENTIFICATION TAG

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RECLAIMED WATER

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DO NOT DRINK

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BRASS PLATE

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STAMPED OR ENGRAVED

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LETTERS

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HOLES SIZED AND LOCATED

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TO ACCEPT BOLTS

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BLIND FLANGE

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TO BLIND FLANGE

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NO BEBER

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NO BEBER

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DO NOT DRINK

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RECLAIMED WATER

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SHEET OF

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AND IDENTIFICATION TAG DETAIL

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51

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1

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1

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TOP OF RECLAIMED WATER BLOW-OFF

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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3 CU FT GRAVEL

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BLOCK

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THRUST

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PRECAST

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6" GATE VALVE

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ADJUSTABLE VALVE BOX

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MATERIAL

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UNDISTURBED

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6" DIP PIPE

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CONCRETE SUPPORT BLOCK

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UNDER HYDRANT ELBOW

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VARIES

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VARIES

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FINISH WITH TWO (2) COATS

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OF LAVENDER ENAMEL PAINT

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FOR RECLAIMED WATER

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MIN

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2'-6"

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GRADE LINE

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24"x24" CONC. PAD AT GRADE

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METER BOX

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3" MAX

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4"x6" TAPPED PLUG

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4" KAMLOCK

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NOTE:

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SHEET OF

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BLOW-OFF DETAIL

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52

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1

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1

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RECLAIMED WATER

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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4" MIN

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SECTIONS (PER ASTM C478)

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1

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12

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12" MAX ADJUSTING BRICKS

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BENEATH RING AS REQUIRED

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PRECAST CONCRETE MANHOLE

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SHEET OF

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1

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1

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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STANDARD PRECAST MANHOLE DETAIL

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8" TO 48" DIAMETER PIPE

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CITY OF DUNEDIN STANDARD MANHOLE FRAME AND COVER WITH S.S. MANHOLE INSERT

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MH RING TO BE FLUSH WITH FINISHED PAVEMENT

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FINISHED GRADE ASPHALT PAVEMENT

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PRECAST CONCENTRIC REDUCING SECTION (ECCENTRIC CONES NOT ACCEPTABLE)

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MANHOLE JOINT GASKET (TYP.)

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4'-0" (8" TO 21" DIA PIPE) 6'-0" (24" TO 48" DIA PIPE)

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TYP.NEOPRENE BOOT NEOPRENE BOOT CONNECTION WITH S.S BANDS

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PRECAST CONCRETE BASE (MONOLITHIC WITH FIRST WALL SECTION)

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CONSTRUCT BOTTOM OF CHANNEL WITH SAME RADIUS AS OUTLET SEWER AND VERTICAL WALLS TO CROWN ELEV. OF EXITING PIPE

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No. 89 STONE, 6" MINIMUM DEPTH

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MORTAR IN PLACE

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2'-0" FOR 4'-0" DIA; 3'-0" FOR 6'-0" DIA

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TYP #5 @ 10" O.C.E.W.

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3"

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PRECAST MANHOLE NOTES: 1.4,000 PSI CONCRETE AT 28 4,000 PSI CONCRETE AT 28 DAYS TO BE IN ALL CASTINGS. 2.INTERIOR & EXTERIOR WALLS INTERIOR & EXTERIOR WALLS TO BE COATED WITH 2 COATS (16 MIL) OF COAL-TAR EPOXY. 3.MANHOLE INTERIOR SHALL BE MANHOLE INTERIOR SHALL BE COATED WITH SPECTRASHIELD OR SEWPERCOAT PER MANUF. RECOMMENDATIONS.

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JUN 2013

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NOV 2014

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MANHOLES CONSTRUCTED WITH FLAT TOPS OR AS "DOG HOUSE" BASE ARE NOT ACCEPTABLE

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MINIMUM DIMENSIONS PRECAST MANHOLES

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4 FT DIA. MH

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TO 10'

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10' TO 15'

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15' TO 20'

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8"

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8"

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DO NOT USE

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10"

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8"

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6 FT DIA. MH

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DEPTH (RIM EL TO LOW INV)

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MIN WALL THICKNESS (INCHES)

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MIN BASE THICKNESS (INCHES)

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MIN WALL THICKNESS (INCHES)

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MIN BASE THICKNESS (INCHES)

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8"

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8"

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10"

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8"

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8"

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12"

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64"

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64"

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MIN BASE SLAB DIAMETER (INCHES)

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93"

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92"

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MIN BASE SLAB DIAMETER (INCHES)

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95"

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SEWER BRICK (ASTM C-32, GRADE MS OR MM)

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JUL 2016

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Oct 2016


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DROP INTO MH

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SHEET OF

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MANHOLE BASE DETAIL

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54

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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MAR 2011

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CONSTRUCT BENCH OF MORTAR AND SOLID CLAY SEWER BRICK (ASTM C-32, GRADE MS OR MM), TROWEL FINISH W/APPROVED MORTAR

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CONCRETE ENCASE AROUND DROP CONNECTION

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LONG SWEEP RADIUS (TYP.) TO PASS CAMERA 6" DIA x 2'-0" LONG

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FORM FLOW CHANNEL IN MH INVERT FOR LATERAL

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RISER WALL

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12:1 (TYP.)

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FOR MH WITH DROP CONNECTION, EXTEND PRECAST BASE 12" BEYOND OUTSIDE OF RISER WALL SECTION

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6" LATERAL INTO MH (INVERT = MH OUTLET PIPE INVERT + 4") SEE NOTE 1

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1

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1

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NOTES: 1.LATERAL CONNECTION TO MANHOLES ALLOWED ONLY WHEN MANHOLE IS THE LATERAL CONNECTION TO MANHOLES ALLOWED ONLY WHEN MANHOLE IS THE BEGINNING OF A SEWER MAIN. 2.MORTAR FOR MANHOLES SHALL CONSIST OF ONE PART PORTLAND TYPE II MORTAR FOR MANHOLES SHALL CONSIST OF ONE PART PORTLAND TYPE II CEMENT, TWO TO THREE PARTS FINE SAND MIXED WITH WATER FOR PROPER CONSISTENCY. LIME SHALL NOT BE USED. COMMERCIALLY PREPARED MORTAR MIXES OR EXPANDING GROUT SHALL NOT BE USED.

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JUN 2013

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NOV 2014

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Oct 2016


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6"

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D

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D

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PVC SDR 26 PIPE

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SHEET OF

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55

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1

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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ADDING TO EXIST. SANITARY MANHOLES

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STANDARD DROP CONNECTION FOR

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MAY 2011

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1'-0"

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PRECAST M/H WALL SECTION

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OKUM SEALANT (TYP)

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NON-SHRINK GROUT (TYP)

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NOTE: EXTERNAL DROPS ARE REQUIRED ON ALL MANHOLES WHERE THE PIPE INVERT ELEVATION IS EIGHTEEN INCHES (18") OR GREATER ABOVE THE MANHOLE DISCHARGE INVERT ELEVATION (18" MAXIMUM FREE DROP). THE UPPER INLET PIPE INVERT SHALL NOT BE BLOCKED.

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6" MIN. ALL SIDES

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CONCRETE ENCASEMENT

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(4) #4 DOWELS

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6" COMPACTED GRAVEL (FDOT NO. 89 STONE)

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PRECAST CONCRETE MANHOLE BASE SECTION

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3"

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JUN 2013

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JUL 2014

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Oct 2016


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SHEET OF

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56

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1

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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TO NEW PRECAST CONCRETE MANHOLE

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EXIST. VCP SEWER PIPE CONNECTION

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2' MIN.

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8" PVC (SDR-26)

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NEOPRENE BOOT CONNECTION BETWEEN PIPE & MANHOLE WALL

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FERNCO COUPLING WITH S.S. CLAMPS

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CONNECT TO EXISTING SANITARY SEWER AT EXISTING JOINT IF POSSIBLE

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STANDARD PRECAST CONC. MANHOLE

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EXISTING SANITARY SEWER

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CONCRETE INVERT (SEE COD STANDARD PRECAST MH DETAIL)

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COMPACTED PEA GRAVEL (FDOT No. 89 STONE) 12" MIN. DEPTH

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MAR 2011

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JUN 2013

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Oct 2016

A A

B

B

DC

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FURNISH & INSTALL DETAILS (NTS)

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SHEET OF

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57A

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1

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2

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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BUILT IN PLACE

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BRICK MANHOLE DETAIL

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4'-0" (8" TO 21" DIA PIPE)

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6'-0" (24" TO 48" DIA PIPE)

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OUTLET PIPE

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3'-0" MIN 6'-0" MAX

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3'-0" MIN EXCEPT AS NOTED

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CONCRETE BASE

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8"

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CONCRETE FIRST JOINT

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SHELF

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8" BRICK

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8" BRICK

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EXTERIOR WALLS TO BE COATED WITH 2 COATS (16 MIL) OF COAL-TAR EPOXY

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SECTION B-B

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1/2" MIN CEMENT PLASTER TYPICAL

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SECTION A-A

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PLAN BELOW LINE C-D

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MANHOLE STEP

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INTERIOR SHALL BE COATED WITH SEWPERCOAT SEWPERCOAT OR SPECTRASHIELD PER SPECTRASHIELD PER PER MANUF. RECOMMENDATIONS

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INLET PIPE

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INLET PIPE

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25"

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BRICK ARCH

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BRICK ARCH

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6" MIN COMPACTED GRAVEL (FDOT NO. 89 STONE) TYP

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FRAME AND COVER

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ST'D MANHOLE

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CITY OF DUNEDIN

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3"

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1" CORBELL

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OUTLET PIPE

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INLET PIPE

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INLET PIPE

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BRICK ARCH

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1

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12

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1

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12

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NOTES:

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MANHOLE INVERTS IN BENCHES SHALL BE CONSTRUCTED AT THE SAME PROFILE SLOPE AS THE DOWNSTREAM PIPE. MANHOLE BENCHES SHALL BE TROWEL FINISHED. ANY ROUGHNESS SHALL BE STONED OUT. RADIUS OF THE SEWER LINE THROUGH MANHOLES MUST BE WIDE ENOUGH TO ACCOMMODATE THE TELEVISION INSPECTION CAMERA. THE CAMERA IS APPROXIMATELY 2 FEET LONG AND 6 INCHES IN DIAMETER. WHEN THE TOTAL HEIGHT OF MASONRY IS LESS THAN 6 FEET, THE HEIGHT ABOVE THE LINE C-D SHALL BE 3 FEET AND THE HEIGHT BELOW THE LINE SHALL THEN BE VARIABLE. WHEN THE TOTAL DEPTH OF THE MANHOLE EXCEEDS 12 FEET, THE MASONRY BELOW THAT DEPTH SHALL BE 12 INCHES THICK. THE INSIDE DIAMETER OF THE MANHOLE SHALL BE MAINTAINED AT 4'-0" AND THE DIAMETER OF THE BASE SHALL BE INCREASED FROM 6'-0" TO 6'-8". ALL VCP CONNECTIONS TO MANHOLES MUST BE SUPPORTED OUTSIDE OF MASONRY, OVER THE FIRST LENGTH OF PIPE WITH CONCRETE FROM BOTTOM OF MANHOLE EXCAVATION TO CENTERLINE OF PIPE BARREL. THIS MANHOLE SHALL BE CONSTRUCTED ONLY WHEN APPROVED BY THE CITY ENGINEER.

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BRICK USED IN MANHOLE CONSTRUCTION SHALL BE SOLID CLAY SEWER BRICK MEETING THE REQUIREMENTS OF ASTM C-32-42. MANHOLE INVERTS SHALL BE AS FOLLOWS: A) PRECUT PVC HALF-PIPE FOR FLOW THROUGH MANHOLE OR B) MANHOLE BENCH CONSTRUCTED OF SOLID CLAY BRICK FORMING AN INVERT THE SHAPE OF A HALF-PIPE. FOR BRICK MANHOLES WITH PVC PIPE, A TRANSITE ADAPTER WITH O-RING SHALL BE USED AT THE POINT OF CONNECTION WITH THE MANHOLE. EXTERNAL DROPS ARE REQUIRED ON ALL MANHOLES WHERE THE UPPER INVERT IS 2' OR MORE ABOVE THE LOWEST INVERT. THE UPPER INLET PIPE INVERT SHALL NOT BE BLOCKED..

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1.

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1.

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3.

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4.

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5.

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8.

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9.

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10.

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2.

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6.

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7.

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JUL 2016

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FURNISH & INSTALL DETAILS (NTS)

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SHEET OF

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2

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2

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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CAST IN PLACE

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CONCRETE MANHOLE DETAIL

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ASPHALT PAV'T FINISHED GRADE

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12

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1

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1

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12

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4'-0" (8"-21" DIA PIPE) 6'-0" (24"-48" DIA PIPE)

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2'-6"

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NOTES: 1.COAT MANHOLE INTERIOR WITH SEWPERCOAT OR SPECTRASHIELD PER COAT MANHOLE INTERIOR WITH SEWPERCOAT OR SPECTRASHIELD PER SEWPERCOAT OR SPECTRASHIELD PER OR SPECTRASHIELD PER SPECTRASHIELD PER PER MANUFACTURER'S RECOMMENDATIONS 2.MANHOLE INVERTS SHALL BE AS FOLLOWS: A) PRECUT PVC HALF-PIPE FOR FLOW MANHOLE INVERTS SHALL BE AS FOLLOWS: A) PRECUT PVC HALF-PIPE FOR FLOW THROUGH MANHOLE OR B) MANHOLE BENCH CONSTRUCTED OF SOLID CLAY BRICK FORMING AN INVERT THE SHAPE OF A HALF-PIPE. 3.FOR CAST IN PLACE MANHOLES WITH PVC PIPE, A NEOPRENE BOOT SHALL BE USED FOR CAST IN PLACE MANHOLES WITH PVC PIPE, A NEOPRENE BOOT SHALL BE USED AT THE POINT OF CONNECTION WITH THE MANHOLE. 4.EXTERNAL DROPS ARE REQUIRED ON ALL MANHOLES WHERE THE UPPER INVERT IS EXTERNAL DROPS ARE REQUIRED ON ALL MANHOLES WHERE THE UPPER INVERT IS 2' OR MORE ABOVE THE LOWEST INVERT. THE UPPER INLET PIPE INVERT SHALL NOT BE BLOCKED. 5.MANHOLE INVERTS IN BENCHES SHALL BE CONSTRUCTED AT THE SAME PROFILE MANHOLE INVERTS IN BENCHES SHALL BE CONSTRUCTED AT THE SAME PROFILE SLOPE AS THE DOWNSTREAM PIPE. 6.MANHOLE BENCHES SHALL BE TROWEL FINISHED. ANY ROUGHNESS SHALL BE STONED MANHOLE BENCHES SHALL BE TROWEL FINISHED. ANY ROUGHNESS SHALL BE STONED OUT. 7.RADIUS OF THE SEWER LINE THROUGH MANHOLES MUST BE WIDE ENOUGH TO RADIUS OF THE SEWER LINE THROUGH MANHOLES MUST BE WIDE ENOUGH TO ACCOMMODATE THE TELEVISION INSPECTION CAMERA. THE CAMERA IS APPROXIMATELY 2 FEET LONG AND 6 INCHES IN DIAMETER. 8.ALL CAST IN PLACE MANHOLES SHALL BE PLACED ON A FDOT NO. 89 STONE BASE ALL CAST IN PLACE MANHOLES SHALL BE PLACED ON A FDOT NO. 89 STONE BASE OF A MINIMUM OF 6 INCHES IN DEPTH. THE REQUIRED DEPTH MAY EXCEED 6 INCHES AS DIRECTED BY THE CITY.

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8" <12 FT HEIGHT 12" >=12 FT HEIGHT

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#4 BARS @ 8" ON CENTER EACH WAY FOR MH DEPTH < 12', MH DEEPER THAN 12' SHALL REQUIRE 2 MATS OF REINFORCING STEEL

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TYP. NEOPRENE CONNECTION

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12" MAX

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9"

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SANITARY PIPE

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4,000 PSI CONCRETE AT 28 DAYS

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CITY OF DUNEDIN ST'D MANHOLE FRAME & COVER

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PLASTER EXTERIOR WALLS WITH 1/2" MORTAR THEN COAT WITH 2 COATS (16 MIL) OF COAL-TAR EPOXY

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VARIES

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2'-0"

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3" ABOVE FINISHED GRADE

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JUL 2016

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8" MIN

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57B

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Oct 2016


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SANITARY

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SEWER

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CONFINED

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SPACE

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CITY OF

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DUNEDIN

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FRAME

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COVER

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ASSEMBLY

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2 NON PENETRATING

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PICKHOLES (TYP. OF 2)

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CAST IRON FRAME & COVER W/

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ONE COAT OF ASPHALTIC PAINT

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MANHOLE FRAME & COVER SHALL BE

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FRAME - 150 LBS APPROX.,

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YEAR OF MH CONSTRUCTION

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NOTE:

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COVER - 165 LBS APPROX.

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20XX

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22 1/2"

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24 1/2"

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30 1/4"

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N0. 170-W, OR 195-W

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US FOUNDRY & MFG. CORP. REF. CAT.

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& MFG. CORP. REF. CAT. NO. 170-BJ

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IN FDOT RIGHT OF WAY MANHOLE

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FRAME & COVER SHALL BE US FOUNDRY

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23 3/4"

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1 1/4"

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6"

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1 1/4"

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58

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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FRAME & COVER DETAIL

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(SANITARY SEWER)

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OCT 2010

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JUN 2013

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FRAME

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COVER

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ASSEMBLY

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2 NON PENETRATING

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CAST IRON FRAME & COVER

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MANHOLE FRAME & COVER SHALL BE

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NOTE:

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22 1/2"

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24 1/2"

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30 1/4"

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N0. 170-W,

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US FOUNDRY & MFG. CORP. REF. CAT.

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& MFG. CORP. REF. CAT. NO. 170-BJ

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IN FDOT RIGHT OF WAY MANHOLE

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FRAME & COVER SHALL BE US FOUNDRY

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23 3/4"

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1 1/4"

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6"

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1 1/4"

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58A

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2

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3

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CITY OF DUNEDIN

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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(STORMWATER)

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OCT 2009

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STORM

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OCT 2010

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Oct 2016


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2 NON PENETRATING

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CAST IRON FRAME & COVER

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58B

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3

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3

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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OCT 2010

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10"

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25 1/2"

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22 7/8"

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STORM

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RING

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COVER

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23 3/4"

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1 1/4"

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(STORMWATER FOR USE WITH INLETS)

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NOTE: MANHOLE FRAME & COVER SHALL BE US FOUNDRY & MFG. CORP. REF. CAT. N0. USF 1182-WA, RING - 145 LBS APPROX., COVER - 130 LBS APPROX. IN FDOT RIGHT OF WAY MANHOLE FRAME & COVER SHALL BE US FOUNDRY & MFG. CORP. REF. CAT. NO. 1182-BJ FRAME - 145 LBS APPROX., COVER - 200 LBS APPROX.

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Oct 2016


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SHEET OF

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DETAIL

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59A

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1

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2

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SEWER LATERAL

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CITY OF DUNEDIN

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2011

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45%%d MAX

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MAIN LINE SEWER

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"TEE-WYE"

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1/8" PER FOOT MIN. SLOPE (TYP) (1/4" PER FOOT MIN. SLOPE FOR 4" LATERAL)

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CLEAN-OUT (SEE DETAIL)

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FINISHED GRADE

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FINISHED GRADE

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12"

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36"

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36"

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NOTES: 1.LATERALS SHALL HAVE A MINIMUM COVER OF 18" AT BOTTOM OF DRAINAGE SWALES. LATERALS SHALL HAVE A MINIMUM COVER OF 18" AT BOTTOM OF DRAINAGE SWALES. 2.ALL NEW SEWER LATERALS BETWEEN GRAVITY SEWER MAIN AND R/W OR P/L SHALL BE CONSTRUCTED ALL NEW SEWER LATERALS BETWEEN GRAVITY SEWER MAIN AND R/W OR P/L SHALL BE CONSTRUCTED WITH 6-INCH PIPE. 3.CONTRACTOR SHALL GIVE 24 HOUR ADVANCE NOTICE TO THE CITY UTILITY INSPECTOR PRIOR TO CONTRACTOR SHALL GIVE 24 HOUR ADVANCE NOTICE TO THE CITY UTILITY INSPECTOR PRIOR TO BACKFILLING LATERAL TRENCH. ALL LATERAL INSTALLATIONS MUST BE ACCEPTED BY THE CITY UTILITY INSPECTOR. 4.MAIN LINE SEWER AND MANHOLES SHALL BE INSPECTED AND APPROVED BY THE CITY UTILITY INSPECTOR MAIN LINE SEWER AND MANHOLES SHALL BE INSPECTED AND APPROVED BY THE CITY UTILITY INSPECTOR PRIOR TO ANY CONNECTION OF LATERAL TO THE MAIN. 5.WORK IN THE RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENT SHALL BE PERFORMED BY A LICENSED WORK IN THE RIGHT-OF-WAY OR PUBLIC UTILITY EASEMENT SHALL BE PERFORMED BY A LICENSED UNDERGROUND UTILITY CONTRACTOR. SEWER SERVICE LATERAL CONSTRUCTION ON PRIVATE PROPERTY SHALL BE PERFORMED BY A PLUMBER LICENSED WITH THE CITY OF DUNEDIN. 6.SLOPE CHANGES SHALL BE MADE USING SINGLE 45 OR 22-1/2 ELBOW (90 ELBOWS OR CLOSELY SLOPE CHANGES SHALL BE MADE USING SINGLE 45° OR 22-1/2° ELBOW (90° ELBOWS OR CLOSELYSPACED PAIRS OF ELBOWS NOT ACCEPTABLE FOR PASSAGE OF TV CAMERA).

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RIGHT-OF-WAY OR PROPERTY LINE

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RIGHT-OF-WAY OR PROPERTY LINE

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C.O.

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C.O.

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PVC TEE-WYE (GASKETED)

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"FERNCO" FLEXIBLE COUPLING ALTERNATE: IF EXISTING VCP IS LINED, CONNECT LATERAL USING "INSERTA TEE" HUB

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NEW SEWER & NEW SERVICE LATERAL

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6" PVC (SDR 26 TYP)

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6" PVC

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TEMPORARY PLUG

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12"

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MAIN LINE SEWER

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12"

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C.O.

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SEWER SADDLE W/SS STRAP (ROMAC "CB" OR GENCO "SEALTITE")

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NEW LATERAL CONNECTION TO EXISTING VCP SEWER

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NEW LATERAL CONNECTION TO EXISTING PVC OR DIP SEWER

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PVC "TEE-WYE" (DIP TEE FOR DIP MAIN LINE SEWER)

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SDR-26 PVC EACH SIDE OF TEE

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AT PROPERTY LINE (TYP)

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42" MIN. UNDER ROADS (TYP)

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CLEAN-OUT (SEE DETAIL)

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6" PVC

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SEE NOTE 6

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IDENTIFICATION TAPE OVER LATERALS (TYP)

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TEMP. PLUG

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JAN 2017


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FLEXIBLE COUPLING ADAPTER,

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L

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P

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MAX. LIMITS OF PAYABLE LATERAL REPLACEMENT

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EXISTING LATERAL

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EXISTING

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GRADE

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REPAIR DETAIL

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59B

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2

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2

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SEWER LATERAL

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EXISTING

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LATERAL

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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JAN 2007

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FERNCO OR APPROVED EQUAL WITH S.S. BANDS

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1.REPLACE EXISTING CLAY LATERALS WITHIN TRENCH. EXISTING "ORANGEBURG" REPLACE EXISTING CLAY LATERALS WITHIN TRENCH. EXISTING "ORANGEBURG" LATERALS ARE TO BE REPLACED FROM SEWER MAIN TO PROPERTY LINE. 2.CONTRACTOR SHALL NOTIFY THE CITY UTILITY INSPECTOR WHERE "ORANGEBURG" CONTRACTOR SHALL NOTIFY THE CITY UTILITY INSPECTOR WHERE "ORANGEBURG" PIPE IS ENCOUNTERED ON EXISTING SEWER LATERALS (PUBLIC OR PRIVATE). 3.CONTRACTOR SHALL GIVE 24-HOUR ADVANCED NOTICE TO CITY UTILITY CONTRACTOR SHALL GIVE 24-HOUR ADVANCED NOTICE TO CITY UTILITY INSPECTOR PRIOR TO BACKFILLING. ALL LATERAL INSTALLATIONS MUST BE ACCEPTED BY THE CITY UTILITY INSPECTOR. 4.LIMITS OF PAYABLE LATERAL REPLACEMENT SHALL BE EQUAL TO THE LIMITS OF LIMITS OF PAYABLE LATERAL REPLACEMENT SHALL BE EQUAL TO THE LIMITS OF PAYABLE SURFACE RESTORATION SHOWN IN TRENCH AND BEDDING DETAILS. 5.WORK IN RIGHT-OF-WAY SHALL BE PERFORMED BY A LICENSED UNDERGROUND WORK IN RIGHT-OF-WAY SHALL BE PERFORMED BY A LICENSED UNDERGROUND UTILITY CONTRACTOR. 6.LATERAL REPAIR/REPLACEMENT PERFORMED OUTSIDE RIGHT-OF-WAY SHALL BE LATERAL REPAIR/REPLACEMENT PERFORMED OUTSIDE RIGHT-OF-WAY SHALL BE BY A PLUMBER LICENSED WITH THE CITY OF DUNEDIN.

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FEB 2011

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MAINTAIN EXISTING SLOPE OF LATERAL

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SEE DETAIL FOR CLEAN-OUT CONSTRUCTION

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NOV 2014

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OR R/W

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Oct 2016


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4" PVC W/TEMPORARY PLUG

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4" SCH 40 PVC RISER

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FINISHED GRADE

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IN GREEN AREA BURY 4"

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BELOW GRADE

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SHEET OF

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SANITARY SEWER

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60

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1

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1

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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CLEANOUT DETAIL

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6" PVC SEWER LATERAL (SDR 26)

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4" PVC SCH 40 PVC-DWV SOLVENT WELD FEMALE ADAPTER W/THREADED CLEANOUT PLUG

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FERNCO FLEXIBLE REDUCING COUPLING (W/S.S. BANDS) (ECCENTRIC PREFERRED)

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1'-0"

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8" SDR 35 OR 26 SLEEVE

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FINISHED GRADE

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6" PVC TEE (GASKETED)

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6" RISER (SDR 35 OR 26)

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FINISHED GRADE

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IN GREEN AREA BURY 4"

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BELOW GRADE

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CONCRETE OR ASPHALT

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2"

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TO MAIN

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6" PVC SEWER LATERAL (SDR 26)

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1'-0"

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VALVE BOX & COVER: US FOUNDRY VALVE BOX AND COVER USF 7617, USF 7621, OR USF 7623, ALL STAMPED "S" OR DAVIS METER & SUPPLY DAVIS TYPE VALVE BOX STAMPED FOR SEWER OR OTHER APPROVED BY THE CITY

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R/W LINE

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PRIVATE PROPERTY

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R/W LINE

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PRIVATE PROPERTY

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#4 REBAR, 1' LONG ADJACENT TO OR TAPED TO CO

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RESIDENTIAL OR SMALL COMMERCIAL SERVICE (4" LATERAL PIPE)

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COMMERCIAL SERVICE (6" LATERAL PIPE)

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FINISHED GRADE

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CONCRETE OR ASPHALT

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VALVE BOX & COVER: US FOUNDRY VALVE BOX AND COVER USF 7617, USF 7621, OR USF 7623, ALL STAMPED "S" OR DAVIS METER & SUPPLY DAVIS TYPE VALVE BOX STAMPED FOR SEWER OR OTHER APPROVED BY THE CITY

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TO MAIN

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#4 REBAR, 1' LONG ADJACENT TO OR TAPED TO CO

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4" SCH 40 PVC 1'-0"%%P

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2"

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JAN 2017

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4" SCH 40 DWV ALL HUB TWO-WAY CLEANOUT FITTING (CHARLOTTE, OR EQUAL)

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6" PVC SDR 35 OR 26 PVC SOLVENT 35 OR 26 PVC SOLVENT PVC SOLVENT WELD FEMALE ADAPTER W/THREADED CLEANOUT PLUG

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6" PVC W/ TEMPORARY PLUG

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NOV 2014

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Oct 2016

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JUN 2016

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6" SDR 35 OR 26 SLEEVE


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SHEET OF

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RESTORATION DETAIL

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61

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1

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1

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ASPHALT SURFACE PAVEMENT

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2009

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SEPT 2016

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VARIES

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COMPACT TO 98%%% MIN DENSITY

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AASHTO T-180 @ DEPTH OF 1'-0"

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OF AASHTO T-180

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TO 98% MIN. DENSITY

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2%

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10'-0" MIN.

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CONCRETE CURB

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2%

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3'-6"

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5'-0"

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SLOPE TO MATCH

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EXISTING GRADE

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MIN.

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MATCH EXIST.

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UNDISTURBED EARTH

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BASE COMPACTED

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SUBBASE STABILIZED TO LBR 40 &

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ASPHALTIC CONCRETE

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WEARING COURSE

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SLOPE VARIES

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0.08

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0.08

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0.08

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0.44

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0.15

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0.15

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2.46

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4.39

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0.72

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0.96

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0.96

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0.90

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0.88

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1.54

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LOCAL

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MINIMUM THICKNESS, INCHES

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9

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12

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1.5 (1 LAYER OF SP-9.5)

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2 (2 LAYERS OF 1" SP-9.5)

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3'-0"

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L

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C

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10'-0" MIN.

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6%

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2%

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MATCH EXISTING PAVEMENT WIDTH

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& GUTTER (TYPE

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VARIES)

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R/W LINE

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SIDEWALK

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WIDTH

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(SEE TABLE)

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OR COMPACTED BACKFILL

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AS SUBGRADE

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MIN.

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(SEE TABLE)

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6"

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LOCAL

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COLLECTOR

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ARTERIAL

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0.44

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0.44

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0.15

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3.28

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1.20

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1.58

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0.66

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*NOTE: THE STRUCTURAL NUMBER/INCH FOR LIMEROCK BASE SHALL BE 0.18 TYP.

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COLLECTOR

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ARTERIAL

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12

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3.5 (1 LAYER OF 2-1/2" (1 LAYER OF 2-1/2" SP-12.5 & 1 LAYER 1" SP-9.5 AS TOP LAYER)

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*NOTE: SP-9.5 REPLACES PC-3 AND SP-12.5 REPLACES PC-1 (FINE MIX, TRAFFIC LEVEL "C")

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ASPHALTIC CONCRETE WEARING COURSE*

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LBR 40 STABILIZED SUBBASE

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ROAD CLASSIFICATION

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STRUCTURAL NUMBER/INCH

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TOTAL ASPHALT STRUCTURAL No.

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TOTAL BASE STRUCTURAL No.

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TOTAL SUBBASE STRUCTURAL No.

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ROAD CLASSIFICATION

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STRUCT. NUMBER/ INCH

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ROAD STRUCTURAL NUMBER (MIN)

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ROAD CLASSIFICATION

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ASPHALTIC CONCRETE WEARING COURSE

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BASE* LBR 100

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SUBBASE LBR 40

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6" PVC UNDERDRAIN TYPICAL EACH SIDE, SEE STANDARD DETAIL

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Oct 2016

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JAN 2017

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6

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10.5

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8

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BASE: LIMEROCK OR CRUSHED CONC. AGGREGATE


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EXIST GRADE

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SLOPE TO MATCH

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L

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C

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2%

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2%

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VARIES

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3'-0"

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MATCH EXIST. PAVEMENT WIDTH

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LIMEROCK SURFACE

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SUBBASE SURFACE (DIRT)

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SLOPE TO MATCH

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EXIST GRADE

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6%

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SHEET OF

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(AGGREGATE SURFACE)

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62

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1

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1

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PAVEMENT RESTORATION DETAIL

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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L

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C

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2%

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2%

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VARIES

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3'-0"

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MATCH EXIST. PAVEMENT WIDTH

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PEA GRAVEL DRIVEWAY

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SUBBASE SURFACE (DIRT)

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6%

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5" THICK SHELL OR LIMEROCK BASE

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PEA GRAVEL (RIVER ROCK) WEARING SURFACE

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BITUMINOUS PRIME

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AUG 2009

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6" PVC UNDERDRAIN (UD) TYP. EACH SIDE, SEE STANDARD DETAIL

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UNDISTURBED EARTH OR COMPACTED BACKFILL AS SUBGRADE

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9" LIMEROCK BASE COMPACTED TO 98% MIN. DENSITY OF AASHTO T-180

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COMPACT SUBBASE TO 98% MIN. DENSITY AASHTO T-180 @ DEPTH OF 1'-0"

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SLOPE TO MATCH EXIST GRADE

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SLOPE TO MATCH EXIST GRADE

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COMPACT SUBBASE TO 98% MIN. DENSITY AASHTO T-180 @ DEPTH OF 1'-0"

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UNDISTURBED EARTH OR COMPACTED BACKFILL AS SUBGRADE

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6" PVC UD TYP. EACH SIDE, SEE STANDARD DETAIL

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6" PVC UD TYP. SEE STANDARD DETAIL

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SEPT 2016

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Oct 2016

”

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EXISTING GRADE

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EXISTING GRADE

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6" STABILIZED SUBGRADE

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6" AGGREGATE #57 STONE/WASHED

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GENERAL NOTES: 1.THE NON-WOVEN GEOTEXTILE SHALL OVERLAP 12 INCHES AT SEAMS AND TRANSITIONS. THE NON-WOVEN GEOTEXTILE SHALL OVERLAP 12 INCHES AT SEAMS AND TRANSITIONS. 2.CONTRACTOR TO INSTALL CONTROL JOINT EVERY 10 LINEAR FEET. CONTRACTOR TO INSTALL CONTROL JOINT EVERY 10 LINEAR FEET. 3.COMPACT SUBGRADE TO A MINIMUM OF 94% AND A MAXIMUM OF 96%. COMPACT SUBGRADE TO A MINIMUM OF 94% AND A MAXIMUM OF 96%. 4.PERVIOUS CONCRETE SHALL BE MANUFACTURED AND DELIVERED IN ACCORDANCE WITH PERVIOUS CONCRETE SHALL BE MANUFACTURED AND DELIVERED IN ACCORDANCE WITH ASTM C94. FOR CURING, THE PAVEMENT SURFACE SHALL BE COVERED WITH A MINIMUM OF SIX (6) MIL THICK POLYETHYLENE SHEET OR OTHER APPROVED COVERING MATERIAL. THE COVER SHALL OVERLAP ALL EXPOSED EDGES AND SHALL BE SECURED TO PREVENT DISLOCATION. THE CURING COVER SHALL REMAIN SECURELY IN PLACE FOR A MINIMUM OF 14 DAYS. NO VEHICULAR TRAFFIC SHALL BE PERMITTED ON THE PAVEMENT UNTIL CURING IS COMPLETE AND NO TRUCK TRAFFIC SHALL BE PERMITTED FOR AT LEAST 14 DAYS. PERVIOUS ASPHALT ALTERNATE: THE PERVIOUS ASPHALT MATERIAL MUST CONSIST OF AND UTILIZE RECYCLED TIRES; ADDITIONAL AGGREGATE AND BINDER IS ACCEPTABLE. THE MATERIAL MUST BE APPLIED IN SUCH MANNER THAT IT IS COMPLETELY FREE OF JOINTS OR SEAMS, PROVIDES IMPACT ABSORPTION, IS FLEXIBLE TO SUBSTRATE MOVEMENT AND IS NON CRACKING DURING FREEZE-THAW CONDITIONS. THE MATERIAL IS TO BE POROUS TO PRECIPITATION WITH AN 18 TO 22% DYNAMIC FLEXIBLE VOID CAPACITY. THE MATERIAL FOR THE PARKING LOT SHALL BE RESISTANT TO THE FOLLOWING ELEMENTS: TRANSMISSION, HYDRAULIC, AND BRAKE FLUIDS, GASOLINE, DIESEL, SALTWATER, OIL, CHLORINE, OZONE, BROMINE, AND MURIATIC ACID. THE MATERIAL SHALL ALSO RESIST UV DEGRADATION AND SLIPPING. THE MATERIAL IS TO BE INSTALLED OVER A MINIMUM OF 4”(100MM) OF COMPACTED CRUSHED (100MM) OF COMPACTED CRUSHED CONCRETE OR SIMILAR AGGREGATE TO A DENSITY OF 95% MINIMUM. PRODUCT MUST BE MANUFACTURED BY K. B. INDUSTRIES, INC., LARGO, FLORIDA, 33777. USA, OR APPROVED EQUAL.

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SPECIAL ROADWAY SECTION DETAIL

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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WIDTH VARIES

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TYPICAL PERVIOUS CONCRETE CROSS SECTION

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8" PERVIOUS CONCRETE #89 STONE, 1800 TO 2200 PSI

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SEE PLAN SHEET FOR GRADES

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NON-WOVEN GEOTEXTILE (TYPE D-3)

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12" OVERLAP TYPICAL

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SHEET OF

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1

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63

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1

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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MISCELLANEOUS DETAILS (NTS)

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JUL 2013

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Oct 2016


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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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SHEET OF

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1

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64

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1

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DATE ______

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DRAWING No.

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SHEET OF

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SPECIAL ROADWAY SECTION DETAIL

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MISCELLANEOUS DETAILS (NTS)

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JUL 2013

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VARIES SEE PLAN

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SLOPE 2%%%

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SLOPE 2%%%

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8" CRUSHED WASHED SHELL

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6" x 12" CONCRETE HEADER CURB

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GEOTECH FABRIC MIRAFI GEOLON HP-570 OR EQUAL

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12" COMPACTED SUBBASE TO LBR=40, COMPACT TO 98% MAXIMUM DENSITY PER AASHTO-T-180

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WASHED SHELL ROADWAY

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CURB REPLACEMENT NOTES:

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1.ALL CONCRETE TO BE 3000 PSI MIN. AT 28 DAYS. ALL CONCRETE TO BE 3000 PSI MIN. AT 28 DAYS. 2.ALL MATCHING CURB SURFACES TO BE SAW CUT. ALL MATCHING CURB SURFACES TO BE SAW CUT. 3.CURB REPLACEMENT SHALL MATCH EXISTING GRADE. CURB REPLACEMENT SHALL MATCH EXISTING GRADE. 4.SAW CUT CONSTRUCTION JOINTS EVERY 10 FEET.SAW CUT CONSTRUCTION JOINTS EVERY 10 FEET.

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6" x 12" CONCRETE HEADER CURB

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NOTE: SHELL ROADWAY SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS SECTION 913 SHELL MATERIAL

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Oct 2016

···

·

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SHEET OF

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65

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1

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3

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REPLACEMENT DETAIL

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TYPICAL URBAN DRIVEWAY

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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NOTE: REPLACEMENT DRIVEWAY AND APRON TO MATCH EXISTING MATERIAL (ASPHALT, CONCRETE, ETC.). CONCRETE DRIVE BROOM FINISH ONLY. CONCRETE DRIVEWAY (3000 PSI): 6" THICK WITH WWM OR FIBER REINFORCEMENT OF EQUIVALENT STRENGTH (FOR FULL CONCRETE DRIVEWAY RESTORATION AREA) EXISTING DRIVEWAYS WITH AN EDGE CURB SHALL BE REPLACED WITH A SIMILAR CURBING

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CASE II

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CASE I

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7'

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3'

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E.O.P. OR

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JOINT FILLER

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SAW CUT

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SIDEWALK

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COLD JOINT W/JOINT FILLER

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COLD JOINT W/JOINT FILLER

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JOINT FILLER

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MAXIMUM 2%

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SLOPE TYPICAL

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VARIES MATCH EXISTING

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EXISTING DRIVEWAY

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RESTORATION

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AREA

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E.O.P. OR

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BACK-OF-CURB

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RESTORATION

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AREA

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LIMITS OF CONSTRUCTION

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COLD JOINT W/JOINT FILLER TYP EACH SIDE

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4' MIN TYP EACH SIDE

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MAXIMUM 2%

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SLOPE TYPICAL

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SIDEWALK

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3'

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VARIES MATCH EXISTING

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SAW CUT

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JOINT FILLER

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EXISTING DRIVEWAY

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AUG 2011

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BACK-OF-CURB

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EXTENDED AREA OF 6" THICK CONCRETE CONSTRUCTION. PROVIDE 6x6 1.4x1.4 WWF IN ADDITION TO ANY FIBER REINFORCEMENT

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JUL 2013

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JUN 2015

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Oct 2016


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SHEET OF

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66

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2

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3

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REPLACEMENT DETAIL

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URBAN ASPHALT DRIVEWAY

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REVISED

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DATE ______

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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SIDEWALK

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ROADWAY

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RIGHT OF WAY LINE

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DRIVEWAY

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DRIVEWAY

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SLOPE 2%%% MAX

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SLOPE 10% MAX

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SLOPE 10% MAX

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*

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SAW CUT AT BACK OF SIDEWALK

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MATCH TO EXISTING DRIVEWAY

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CONC VALLEY GUTTER

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GREATER THAN EXISTING THICKNESS OR 1-1/2" THICK TYPE SP-9.5 ASPHALT CONCRETE SURFACE

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6" THICK LIMEROCK BASE COMPACTED TO 98% MIN. DENSITY OF T-180

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REPLACE FULL WIDTH OF DRIVEWAY APRON FROM SAW-CUT TO CURB LINE OR EDGE OF PAVEMENT

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1/2" WIDE PREFORMED JOINT FILLER MATERIAL (TYP EACH EDGE)

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6" THICK CONC SIDEWALK (3000 PSI) WITH 6x6 1.4x1.4 WWF OR FIBER REINFORCEMENT OF EQUIVALENT STRENGTH

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TYPICAL ASPHALT DRIVEWAY REPLACEMENT

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*

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CONTRACTOR SHALL RECONSTRUCT THIS PORTION OF THE DRIVEWAY WHEN NECESSARY TO ACHIEVE SIDEWALK CROSS-SLOPE LIMITATIONS

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AUG 2011

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JUL 2013

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SHEET OF

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67

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3

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3

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REPLACEMENT DETAIL

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URBAN CONCRETE DRIVEWAY

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LINE OR EDGE OF PAVEMENT

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APRON FROM SAW-CUT TO CURB

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REPLACE FULL WIDTH OF DRIVEWAY

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SIDEWALK

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TYPICAL CONCRETE DRIVEWAY REPLACEMENT

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ROADWAY

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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RIGHT OF WAY LINE

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DRIVEWAY

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DRIVEWAY

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SLOPE 2%%% MAX

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SLOPE 10% MAX

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SLOPE 10% MAX

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1/2" WIDE PREFORMED JOINT FILLER MATERIAL

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*

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*

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CONTRACTOR SHALL RECONSTRUCT THIS PORTION OF THE DRIVEWAY WHEN NECESSARY TO ACHIEVE SIDEWALK CROSS-SLOPE LIMITATIONS

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SAW CUT AT BACK OF SIDEWALK

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MATCH TO EXISTING DRIVEWAY

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1/2" WIDE PREFORMED JOINT FILLER MATERIAL

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FOR CASE I (SEE TYPICAL DRIVEWAY REPLACEMENT DETAIL), SIDEWALK SHALL HAVE 6x6 1.4x1.4 WWF IN ADDITION TO ANY FIBER REINFORCEMENT.

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1/2" WIDE PREFORMED JOINT FILLER MATERIAL (TYP)

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CONC VALLEY GUTTER

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JUN 2010

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JUL 2013

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JUN 2015

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Oct 2016


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CURB REPLACEMENT NOTES:

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WEARING

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SURFACE

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7 1/2"

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1/4"

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3/4"R

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3"R

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2"R

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6"

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8"

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24"

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12"

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6"

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6"

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COMPACTED SUBGRADE

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BASE

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TYPE "F" CURB WITH GUTTER

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SHEET OF

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1

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CURB REPLACEMENT DETAIL

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68

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2

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2009

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XX.XX

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YY.YY

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1.ALL CONCRETE TO BE 3000 PSI MIN. AT 28 DAYS. ALL CONCRETE TO BE 3000 PSI MIN. AT 28 DAYS. 2.ALL MATCHING CURB SURFACES TO BE SAW CUT. ALL MATCHING CURB SURFACES TO BE SAW CUT. 3.CURB REPLACEMENT SHALL MATCH EXISTING GRADE. CURB REPLACEMENT SHALL MATCH EXISTING GRADE. 4.SAW CUT CONSTRUCTION JOINTS EVERY 10 FEET. SAW CUT CONSTRUCTION JOINTS EVERY 10 FEET. 5.PLAN LEGEND:PLAN LEGEND:

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XX.XX

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YY.YY

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LIP OF CURB

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BACK OF CURB

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JUL 2013

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Oct 2016


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9"

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6"

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6"

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1/2"R

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1-

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1"

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6"

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18"

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COMPACTED

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BASE

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6" UPRIGHT CURB

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2' VALLEY GUTTER

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SURFACE

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WEARING

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BASE

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COMPACTED SUBGRADE

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3/4"R

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7"

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6"

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6"

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9"

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12"

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12"

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1/4"

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SUBGRADE

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SHEET OF

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69

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2

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2

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SURFACE

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WEARING

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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CURB REPLACEMENT DETAIL

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DEC 2012

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JUL 2013

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Oct 2016


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3"

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2"

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9"

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24"

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3/4" R

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1-3/4" R

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6"

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COMPACTED SUBGRADE

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SURFACE

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WEARING

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MODIFIED TYPE B

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PLANTER CONCRETE CURB

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BASE/BRICK

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SAW CUT

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3000 PSI FILLER CONCRETE TO BE

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POURED AS SOON AS UPRIGHT CURB

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FORMS HAVE BEEN REMOVED. COST

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SHALL BE INCLUDED IN CURB BID

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ITEM PER LINEAL FOOT.

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1

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SHEET OF

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70

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1

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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PLANTER CONCRETE CURB

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MODIFIED TYPE B

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JUL 2013

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Oct 2016


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WIDTH VARIES

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MATCH EXIST. CONDITIONS

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4" 3000 PSI CONCRETE AT 28 DAYS

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SLOPE 1/4" /FT

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TOWARD STREET

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1/2" R

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(TYP)

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(6" AT DRIVEWAYS W/6"x6"x1.4x1.4 WWF)

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71A

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SHEET OF

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RESTORATION DETAIL

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1

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3

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SIDEWALK

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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NOTES: 1. TOOL OR SAW CUT JOINTS EVERY 5 FEET. 2. EXPANSION JOINT MATERIAL EVERY 50 FEET.

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OCT 2010

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JUL 2013

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Oct 2016


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71B

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SHEET OF

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SIDEWALK DETAIL

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2

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3

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PERVIOUS CONCRETE

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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OCT 2010

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5' OR 6' SIDEWALK WIDTH

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4" FDOT #57 STONE (WASHED)

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FILTER FABRIC (TYPE D-3)

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PERVIOUS CONCRETE 4" MIN TYP #89 STONE, 1800 TO 2200 PSI

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SLOPE 2%%% MAX.

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TOWARD STREET

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NOTES: 1. TOOL OR SAW CUT JOINTS EVERY 5 FEET. 2. EXPANSION JOINT MATERIAL EVERY 50 FEET. 3. NOT TO BE USED AT DRIVEWAYS

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TOOLED

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(TYP)

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JUL 2013

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Oct 2016


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71C

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SHEET OF

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SIDEWALK/MULTI-USE TRAIL DETAIL

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3

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3

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PERVIOUS CONCRETE

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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SIDEWALK WIDTH VARIES (8' MINIMUM)

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4"

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4"

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4" FDOT #57 STONE (WASHED)

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4" x 8" FIBER REINFORCED 3000 PSI CONCRETE RIBBON CURB

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4" x 8" FIBER REINFORCED 3000 PSI CONCRETE RIBBON CURB

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PERVIOUS CONCRETE 4" MIN TYP #89 STONE, 1800 TO 2200 PSI

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SLOPE 2%%% MAX.

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TOWARD STREET

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NOTES: 1. TOOL OR SAW CUT JOINTS EVERY 10 FEET. 2. EXPANSION JOINT MATERIAL EVERY 50 FEET. 3. NOT TO BE USED AT DRIVEWAYS

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OCT 2010

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TOOLED (TYP)

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JUL 2013

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Oct 2016


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48" MIN

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WELL DEFINED

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EDGE

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FIGURE A

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FIGURE B

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FIGURE C

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FIGURE D

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CURB RAMP NOTES:

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SEGMENT OF

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STRAIGHT CURB

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48" MIN

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SEGMENT OF

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STRAIGHT CURB

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SHEET OF

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72A

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CURB RAMP DETAIL

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2

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1

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUL 2013

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1.CURB RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CURB RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB. RAMPS OR CURB CUTS FROM PARKING AREAS THAT ARE PRIVATELY OWNED, TO THE WALKWAY LEVEL, SHALL BE PROVIDED AND IF MORE THAN ONE IS PROVIDED, SHALL BE SPACED ALONG SUCH WALKWAYS AT INTERVALS OF NO MORE THAN 100 FEET AND SHALL BE LOCATED AS CLOSE AS PRACTICAL TO MAIN ENTRANCES AND EXITS TO BUILDINGS. 2.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 3.CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 4.IF DIAGONAL (CORNER TYPE) CURB RAMPS HAVE RETURNED CURBS OR IF DIAGONAL (CORNER TYPE) CURB RAMPS HAVE RETURNED CURBS OR OTHER WELL DEFINED EDGES, THESE EDGES SHALL BE PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF SUCH RAMPS SHALL HAVE A 48" CLEAR SPACE MINIMUM. IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL HAVE A SECTION OF STRAIGHT CURB 24" LONG MINIMUM, ON EACH SIDE OF THE RAMP AND WITHIN THE MARKED CROSSINGS. SEE FIG. A, B, C AND D. 5.ANY RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL TO ANY RAISED ISLANDS IN CROSSINGS SHALL BE CUT THROUGH LEVEL TO THE STREET OR HAVE CURB RAMPS AT BOTH ENDS WITH A 48"x48" MINIMUM PLATFORM BETWEEN RAMPS. 6.DETECTABLE WARNINGS SHALL BE REQUIRED ON SIDEWALKS AT: DETECTABLE WARNINGS SHALL BE REQUIRED ON SIDEWALKS AT: a. INTERSECTING ROADS b. MEDIAN CROSSINGS GREATER THAN OR EQUAL TO 6 FT IN WIDTH c. SIGNALIZED DRIVEWAYS. 7.DETECTABLE WARNINGS SHALL BE BLACK UNLESS SPECIFIED DIFFERENT. DETECTABLE WARNINGS SHALL BE BLACK UNLESS SPECIFIED DIFFERENT. 8.ALL CURB RAMPS AND DETECTABLE WARNINGS SHALL COMPLY WITH ADA ALL CURB RAMPS AND DETECTABLE WARNINGS SHALL COMPLY WITH ADA STANDARDS, LATEST EDITION AND FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, LATEST EDITION.

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NOV 2013

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Oct 2016


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CURB CUTS SHALL TYPICALLY HAVE A PLATFORM

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AT THE TOP OF AT LEAST 4'x4'

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1

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14

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RAMP

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PLANTING OR

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NONWALKING

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SURFACE

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MAX. COUNTERSLOPE OF ADJOINING ROAD SURFACE

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AND GUTTERS SHALL NOT EXCEED A SLOPE OF 1:20

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RAMP

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1

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14

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TRAFFIC LANES

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BUILT-UP CURB RAMPS SHALL BE LOCATED SO

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THAT THEY DO NOT PROJECT INTO VEHICULAR

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ALL CURB RAMPS SHALL HAVE A DETECTABLE

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WARNING COMPLYING WITH ADA 4.29.2. THE

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DETECTABLE WARNING SHALL EXTEND THE FULL

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DETECTABLE WARNINGS SHALL CONSIST OF RAISED

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WIDTH AND DEPTH OF THE CURB RAMP.

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TRUNCATED DOMES WITH A DIAMETER OF NOMINAL

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0.9 IN., A HEIGHT OF NOMINAL 0.2 IN. AND A

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AND SHALL BE PAINTED BLACK.

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CENTER TO CENTER SPACING OF NOMINAL 2.35 IN.

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IF POSSIBLE, NEW RAMPS SHALL BE POSITIONED

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SO THAT THEY DO NOT INTERFERE WITH

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EXISTING STOP BARS AND STOP SIGNS. IF IT IS

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IMPOSSIBLE TO INSTALL THE RAMP WITHOUT

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INTERFERING WITH THE STOP BAR/STOP SIGN, THE

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CONTRACTOR IS TO REMOVE THE EXISTING STOP

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BAR, INSTALL THE NEW STOP BAR AND RELOCATE

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INCLUDED IN THE RAMP COST PER EACH.

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THE STOP SIGN. COST OF THIS WORK IS TO BE

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RAMP SHALL HAVE A MAXIMUM SLOPE OF 1:14

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AND A MAXIMUM RISE OF 8"

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1:14 MAX

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36" MINIMUM OR

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48" MINIMUM WHERE

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REQUIRED EGRESS

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RAMP IS PART OF A

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36" MINIMUM OR 48" MINIMUM WHERE

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RAMP IS PART OF A REQUIRED EGRESS

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SHEET OF

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CURB RAMP DETAIL

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72B

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2

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2

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NOTE:

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUL 2013

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Oct 2016


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MARKING

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TEXTURED PAVEMENT

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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SHEET OF

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1

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73

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1

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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6' WIDTH

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A

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A

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SECTION A-A

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NOTES: 1.APPLY TEXTURED PAVEMENT MARKING TO CLEAN, DRY PAVEMENT APPLY TEXTURED PAVEMENT MARKING TO CLEAN, DRY PAVEMENT 2.NEW ASPHALT PAVEMENTS SHALL HAVE CURED A MINIMUM OF 14 NEW ASPHALT PAVEMENTS SHALL HAVE CURED A MINIMUM OF 14 DAYS PRIOR TO TEXTURED PAVEMENT APPLICATION 3.TEXTURED PAVEMENT SHALL CURE A MINIMUM OF 4 HOURS BEFORE TEXTURED PAVEMENT SHALL CURE A MINIMUM OF 4 HOURS BEFORE ALLOWING TRAFFIC

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TEXTURED PAVEMENT MARKING PATTERN: HORIZONTAL RUNNING BOND COLOR: RED BRICK

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EDGE STRIPE EACH SIDE, SEE STRIPING & SIGNAGE PLAN

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3/16 INCH (180 MIL) MAX. FINISHED THICKNESS

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ASPHALT PAVEMENT AND BASE (CITY OF DUNEDIN STANDARD DETAIL 61)

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JUL 2013

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Oct 2016


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RUNNING BOND

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INSTALLATION PATTERN

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1" TO 1-1/2" MAXIMUM SAND CUSHION

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EXISTING CURB

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EXISTING COMPACTED SUBBASE

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TYPICAL CROSS SECTION

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NOTES:

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1. DO NOT ALLOW SAND CUSHION TO EXCEED 1" TO 1 1/2" THICK

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2. DO NOT COMPACT SAND CUSHION BEFORE RELAYING BRICKS

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4. PLACE RELAID BRICKS 1/4" TO 1/2" HIGHER THAN THE SURROUNDING

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UPWARD.

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3. BRICKS SHALL BE INSTALLED IN A RUNNING BOND PATTERN, BETTER FACE

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PAVEMENT. MAKE RELAID BRICKS FLUSH WITH THE SURROUNDING

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PAVEMENT BY MECHANICAL COMPACTION.

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BRICK PAVERS

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6" THICK BASE

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SHEET OF

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BRICK STREET RESTORATION

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74A

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1

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1

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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JUL 2013

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DEC 2014

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Oct 2016


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SHEET OF

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BRICK DRIVEWAY RESTORATION

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74B

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1

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1

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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DEC 2014

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NOTES: 1.PLACE RELAID BRICKS 1/4" TO 1/2" HIGHER THAN PLACE RELAID BRICKS 1/4" TO 1/2" HIGHER THAN THE SURROUNDING PAVEMENT. MAKE RELAID BRICKS FLUSH WITH THE SURROUNDING PAVEMENT BY MECHANICAL COMPACTION. 2.ALL CONCRETE SHALL BE FIBER REINFORCED 3000 PSI ALL CONCRETE SHALL BE FIBER REINFORCED 3000 PSI CONCRETE 3.CROSS SLOPE IN SIDEWALK PORTION OF DRIVEWAY CROSS SLOPE IN SIDEWALK PORTION OF DRIVEWAY SHALL NOT EXCEED 2% (SLOPE TOWARD STREET)

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TYPICAL CROSS SECTION

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RESIDENTIAL PROPERTY ONLY: MAY USE 6" WEDGE TROWELED CONCRETE EDGE RESTRAINT EACH SIDE

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COMMERCIAL PROPERTY: MIN.6" WIDE BY 12" 6" WIDE BY 12" DEEP CONCRETE RIBBON CURB EDGE RESTRAINT EACH SIDE

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BRICK PAVERS MATCH EXISTING BRICK & PATTERN

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6" MIN

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6" THICK CRUSHED CONCRETE BASE, COMPACT TO 98% DENSITY OF AASHTO T-180

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WIDTH VARIES MATCH EXISTING AT PROPERTY LINE

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SUBBASE STABILIZED TO LBR 40 (TO DEPTH OF 1'-0") & COMPACT TO 98% MIN DENSITY AASHTO T-180

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IN PUBLIC RIGHT-OF-WAY

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Oct 2016


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5' WIDTH MINIMUM

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WIDTH

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VARIES

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RIGHT OF WAY LINE

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SHEET OF

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PAVER DETAIL

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75

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1

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1

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CONCRETE SIDEWALK

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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SEPT 2009

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RESIDENTIAL PROPERTY ONLY MAY USE 6" WEDGE TROWELED CONCRETE EDGE RESTRAINT EACH SIDE

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COMMERCIAL PROPERTY: MIN. 6" WIDE BY 12" DEEP CONCRETE RIBBON CURB EDGE RESTRAINT EACH SIDE

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SLOPE TOWARD STREET

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1/4" PER FOOT MAX.

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1-1/2" BEDDING COURSE OF DOT SAND

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2-3/8 INCH (60MM) INTERLOCKING PAVERS (PAVER SYSTEMS INTER- LOCKING CONCRETE PAVERS, UNI-DECOR RED/CHARCOAL OR APPROVED EQUAL)

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4" THICK CONCRETE AGGREGATE BASE COMPACT TO 98% DENSITY OF AASHTO T-180

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NOTE: ALL OF THE SIDEWALK WORK DETAILED, INCLUDING EXCAVATION TO UNDERSIDE OF THE CONCRETE AGGREGATE BASE TO BE INCLUDED IN THE COST OF THE BRICK SIDEWALK.

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INSTALLATION NOTES: 1.PAVING CONTRACTORS SHALL EXAMINE ALL AREAS DESIGNATED TO RECEIVE PAVERS TO DETERMINE PAVING CONTRACTORS SHALL EXAMINE ALL AREAS DESIGNATED TO RECEIVE PAVERS TO DETERMINE SUITABILITY OF THE SUB-BASE PRIOR TO INSTALLATION. UNSUITABLE, UNSTABLE OR UNCONSOLIDATED SUB-GRADE MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE AND MUST BE CORRECTED BEFORE PROCEEDING. 2.INSTALL PAVERS WITH TIGHT JOINTS, CONFORMING TO PROPER ALIGNMENT AND GRADE. FOLLOW INSTALL PAVERS WITH TIGHT JOINTS, CONFORMING TO PROPER ALIGNMENT AND GRADE. FOLLOW BONDING PATTERN CHOSEN BY ARCHITECT, ENGINEER OR CITY. 3.CUT PAVERS, WHERE REQUIRED WITH AN APPROVED CUTTER, TO FIT ACCURATELY, NEATLY AND CUT PAVERS, WHERE REQUIRED WITH AN APPROVED CUTTER, TO FIT ACCURATELY, NEATLY AND WITHOUT DAMAGED EDGES. A WET SAW WITH DIAMOND TIP BLADE IS BEST. 4.TAMP PAVERS WITH A MECHANICAL COMPACTOR TO UNIFORM LEVEL, TRUE TO GRADE AND FREE TAMP PAVERS WITH A MECHANICAL COMPACTOR TO UNIFORM LEVEL, TRUE TO GRADE AND FREE OF MOVEMENT. TAMPER SHALL HAVE ATTACHED RUBBER PAD ON ITS SLED TO PROTECT PAVERS. 5.FILL VOIDS IN JOINTS WITH MASONRY SAND USING EITHER WASHING OR SWEEPING METHOD. FILL VOIDS IN JOINTS WITH MASONRY SAND USING EITHER WASHING OR SWEEPING METHOD. 6.WET DOWN SURFACE FOR FINAL SET AND CLEANING. WET DOWN SURFACE FOR FINAL SET AND CLEANING. 7.PROTECT ALL AREAS SUBJECT TO DAMAGE OR DISCOLORATION FROM CONSTRUCTION TRAFFIC AND PROTECT ALL AREAS SUBJECT TO DAMAGE OR DISCOLORATION FROM CONSTRUCTION TRAFFIC AND ADJACENT OPERATIONS BY COVERING PAVERS WITH A MINIMUM OF 1/8" OF SAND. REMOVE SAND AFTER ALL WORK HAS BEEN COMPLETED. VISQUEEN IS A SUITABLE ALTERNATIVE FOR NON STREET AREAS. 8.CONCRETE RIBBON CURB EDGE RESTRAINT SHALL HAVE A SAW-CUT CONTROL JOINT AT 10' O.C. CONCRETE RIBBON CURB EDGE RESTRAINT SHALL HAVE A SAW-CUT CONTROL JOINT AT 10' O.C. AND EXPANSION JOINTS @ 50' O.C., RADIUS POINTS AND ABUTTING STRUCTURES.

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JUL 2013

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Oct 2016


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SHEET OF

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CONCRETE PAVER DETAIL

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76

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1

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1

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3"

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2-3/8"

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8-3/16"

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5"

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45%%d BEVEL

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7-7/8"

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4"

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3-1/8"

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45%%d BEVEL

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RUNNING BOND

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SIDEWALK PAVER DETAIL

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HERRINGBONE

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STREET PAVER DETAIL

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HERRINGBONE

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UNI-DECOR INTERLOCKING PAVER

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AS MANUFACTURED BY PAVER

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SYSTEMS OR APPROVED EQUAL.

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COLOR MIX II (RED/CHARCOAL)

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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REBAR

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CONCRETE COLLAR

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6" MIN

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FINISHED ELEVATION OF CONCRETE COLLAR

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SHALL BE 1/4" BELOW PAVING BLOCK

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COVER

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NO 4 REBAR 2" MINIMUM CLEARANCE

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(3000 PSI HI-EARLY CONCRETE)

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1

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SHEET OF

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CONC. COLLAR DETAIL

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77

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1

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UTILITY COVER &

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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FINISHED GRADE

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TRAFFIC BEARING COVER & FRAME

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(BOTH SHALL BE CAST IRON)

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36"

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6" STONE BED

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COMPACTED

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SAND

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BETWEEN PULL BOX AND MAIN

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TOP VIEW

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SECTION

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WIRE ALONG

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INTERIOR WALL

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LOOP CONDUCTOR

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OF BOX

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24" x 36"

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MAINTAIN 18" MINIMUM SEPARATION

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3/4"

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PVC CONDUIT

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FASTEN CLIPS TO

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CONDUCTOR WIRE

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TO SUPPORT

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INTERIOR WALL

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PVC

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CONDUIT

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MAIN

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RIGID METAL

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SWEEP (TYP)

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SHEET OF

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PULL BOX DETAIL

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78

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1

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1

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016

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NEWBASIS 20K COMPOSITE PULL BOX OR APPROVED EQUAL

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JAN 2017


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MIN. 18" HEIGHT

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INSTALLED PER

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LANDSCAPE

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ORDINANCE

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DEPTH

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x

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1/2x

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2x

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WIDTH

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SET SOIL STRESS MARK 1"

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ABOVE EXIST. GRADE

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3" MULCH OVER

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PLANTING AREA

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FINISHED GRADE

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BACKFILL W/NATIVE SOIL

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CLEAN & FREE OF DEBRIS

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LOOSEN ROOTS IF THEY

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HAVE BECOME ROOT BOUND

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IN CONTAINER

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NOTES:

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1. WIDTH OF PLANTING PIT SHALL EQUAL

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TWICE THE DIAMETER OF THE ROOTBALL, x.

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2. THE FINISHED GRADE OF THE PLANT SHALL BE

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SLIGHTLY HIGHER THAN THE ORIGINAL GRADE TO

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ALLOW FOR PROPER DRAINAGE AND SETTLING.

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3. WHEN MULTIPLE SHRUBS ARE PLANTED, THE

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AREA BETWEEN PLANTINGS SHALL BE

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COVERED WITH 3" OF MULCH.

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ABOVE EXIST. GRADE

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TOP OF ROOT BALL TO BE 1"

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SHEET OF

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LANDSCAPING DETAIL

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79A

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1

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3

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PLANTING &

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016

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DEC 2016


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WIDTH

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2x

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x

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SHEET OF

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LANDSCAPING DETAIL

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79B

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2

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3

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PLANTING &

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016

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DEC 2016

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TREE CANOPY

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STRAPS

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ANCHORS

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ROOTBALL

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TREE TRUNK

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ROOTBALL

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12 xx

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POSITION STRAPS BETWEEN TO 12 TO 23OF TREE HEIGHT

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STRAPS SECURELY FASTENED TO TREE

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SAFETY FLAGS

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MULCH

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ANCHORS SPACED AT 120° APART

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SOIL RING FOR WATER COLLECTION

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EXISTING SOIL

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EXISTING SOIL CLEAN BACKFILL

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STRAPPING

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STRAPS SECURELY FASTENED TO ANCHORS

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12 xx


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1/2x

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WIDTH

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2x

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x

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PIT IF COMPACTED

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SCARIFY EDGE OF TREE

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CLEAN AND FREE OF DEBRIS

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BACKFILL W/ EXISTING SOIL

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FINISHED GRADE

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3" MULCH

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TOP 1/3 OF ROOTBALL

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REMOVE BURLAP FROM

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VERTICAL STAKES

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2x2 SCREWED TO THE

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TOP WITH A HORIZONTAL

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GROUND, CONNECTED ON

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VERTICALLY 2' BELOW

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TO BE 2x2'S PLACED

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TREE STAKING

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EXISTING SOIL, DO NOT

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EXCAVATE BELOW ROOT BALL

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SHEET OF

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LANDSCAPING DETAIL

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79C

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3

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3

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PLANTING &

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016

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DEC 2016


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SHEET OF

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80

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1

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1

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016

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DEC 2016

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DRIP LINE

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3' MIN.

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STANDARD TREE BARRICADE: BARRICADES SHALL BE CONSTRUCTED USING 2" x 4" LUMBER FOR UPRIGHT POSTS, INSTALLED 5' ON CENTER, TO A MINIMUM DEPTH OF 12", WITH A HEIGHT OF AT LEAST 3' EXTENDING ABOVE GRADE. THE UPRIGHT POSTS SHALL BE CONNECTED CONTINUOUSLY WITH PLASTIC ORANGE MESH EQUAL TO THE HEIGHT OF THE UPRIGHTS AND FASTENED SECURELY TO THE UPRIGHT POSTS.

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STRUCTURE SHALL EXTEND TO DRIP LINE

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NOTE: STOCKPILING OF MATERIAL PROHIBITED WITHIN PROTECTED AREA.

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DRIP LINE

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SET 5' ON CENTER

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BURIED 12" MIN.

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2" x 4" LUMBER PLASTIC ORANGE MESH

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TREES DURING CONSTRUCTION DETAIL

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PROTECTIVE BARRIERS FOR STANDARD

·

·

·

·

·

·

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DRIP LINE

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6' MIN.

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SHEET OF

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81

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1

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1

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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TREES DURING CONSTRUCTION DETAIL

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PROTECTIVE BARRIERS FOR GRAND

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Oct 2016

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GRAND TREE BARRICADE: A GRAND TREE EVALUATION FORM MUST BE USED TO DETERMINE WHETHER OR NOT A SPECIFIC TREE FORM MUST BE USED TO DETERMINE WHETHER OR NOT A SPECIFIC TREE (TYPICALLY LARGE IN DIAMETER) WILL REQUIRE GRAND TREE BARRICADE WITH 6' GALVANIZED CHAIN LINK FENCING. THIS FORM SHALL BE OBTAINED FROM THE CITY ARBORIST. ALL GRAND TREES SHALL BE PROTECTED WITH CHAIN-LINK FENCING. TREE BARRICADES SHALL BE CONSTRUCTED WITH CHAIN LINK FENCING AS FOLLOWS: UPRIGHT POSTS SHALL BE CONSTRUCTED OF STEEL POSTS WITH A MINIMUM OUTSIDE DIAMETER OF 1-5/8" AND A MINIMUM STRENGTH OF 18 GAUGE, INSTALLED TO A MINIMUM DEPTH OF 12" BELOW GRADE, AND EXTENDING VERTICALLY ABOVE GRADE A MINIMUM DISTANCE OF 6'. THE POSTS SHALL BE PLACED A MAXIMUM DISTANCE OF 8' APART. THE UPRIGHT POST SHALL BE CONNECTED CONTINUOUSLY BY CHAIN LINK MESH THAT IS SECURELY FASTENED TO THE POST, CONSTRUCTED OF GALVANIZED STEEL WITH A MINIMUM MESH OPENING OF 2-3/8", AND A MINIMUM STRENGTH OF 11 GAUGE. A MINIMUM OF 4" DEEP MULCH SHALL BE INSTALLED WITHIN THE DRIP LINE OF ALL GRAND TREES AT THE CONSTRUCTION PERMIT PHASE, ALL SITES RETAINING PROTECTED TREES SHALL SUBMIT A PRESERVATION PLAN WITH THE CONSTRUCTION PLANS, PREPARED AND SIGNED BY AN APPROVED ARBORIST. THE PLAN SHALL DESCRIBE IN DETAIL THE MEASURES THAT WILL BE IMPLEMENTED TO ENSURE THE SURVIVAL OF TREES CHOSEN FOR PRESERVATION. THE PRESERVATION PLAN SHALL INCLUDE THE MEASURES TAKEN TO ENSURE SURVIVAL OF TREES GROWING ON THE SITE AND ADJACENT PROPERTIES WITHIN 25' OF THE PROPERTY LINE THE PRESERVATION PLAN SHALL BE A SEPARATE PAGE OF THE CONSTRUCTION PLANS AND SHALL CLEARLY DELINEATE PRESERVATION MEASURES TO BE UTILIZED. IE: TYPE AND LOCATION OF ALL TREE BARRICADES, ROOT PRUNE LINES INCLUDING DEPTH AND LENGTH, PRE-CONSTRUCTION PRUNING, LOCATION AND DESIGN OF: AERATION SYSTEMS, MULCH, CABLING AND BRACING PROCEDURES, RETAINING WALLS, STRUCTURAL PRUNING PLANS, ETC.

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STRUCTURE SHALL EXTEND TO DRIP LINE

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NOTE: STOCKPILING OF MATERIAL PROHIBITED WITHIN PROTECTED AREA.

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NOT MORE THAN 8' ON CENTER

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BURIED 12" MIN.

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GRAND TREE BARRICADE: 6' HIGH CHAIN LINK FENCE

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DEC 2016

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DRIP LINE

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STEEL POST

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4" DEEP MULCH MIN


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CRITICAL ROOT ZONE

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DRIP LINE

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FIGURE 1

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TRENCH

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TUNNELING

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TRENCH HAS

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TUNNELING SAVES ROOTS

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DRIP LINE

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40% ROOT KILL

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FIGURE 2

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SPECIFICATIONS

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SHEET OF

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1

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1

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ROOT PRUNING

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016

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DEC 2016

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ROOT PRUNING: WHEN CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS WITH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING. ROOTS LOCATED WITHIN THE CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION, MUST BE PRUNED TO A DEPTH OF 12" BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 12" FROM THE EXISTING GRADE. WHEN UNDERGROUND UTILITY LINES ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE. THE ROOT PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE INSTALLED VIA TUNNELING AS OPPOSED TO OPEN TRENCHING (SEE FIGURE 2).

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ROOT PRUNING SPECIFICATIONS: WHEN CONSTRUCTION ACTIVITIES AFFECT PROTECTED TREES SO THAT THE CRITICAL ROOT ZONE (SEE FIGURE 1) IS DISTURBED ADHERENCE TO THE FOLLOWING ARBORICULTURAL TECHNIQUES IS REQUIRED:


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TREE TRUNK

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2/3 OF

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DRIP LINE

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WHEN CONSTRUCTION ACTIVITIES AFFECT PROTECTED TREES SO THAT THE

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CRITICAL ROOT ZONE (SEE FIGURE 1) IS DISTURBED ADHERENCE TO THE

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FOLLOWING ARBORICULTURAL TECHNIQUES IS REQUIRED:

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TUNNELING SPECIFICATIONS:

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2. TRENCH SHALL BE 3 TO 4 FEET DEEP

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3. PUSH PIPE WITH BACKHOE UNDER THE TREE'S ROOT SYSTEM, 3 TO

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4 FEET BELOW GROUND

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DRIP LINE

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1. 2/3 OF THE TREE DRIP LINE SHALL NOT BE TRENCHED

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INSTALLATION OF UTILITY UNDER TREE DRIP LINE:

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TUNNEL/PUSH PIPE

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TRENCH

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TRENCH

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SPECIFICATIONS

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SHEET OF

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1

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83

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1

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TUNNELING

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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TRENCHING CAN EXCAVATE SOIL FROM BETWEEN AND BELOW THE ROOTS.

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COMMONLY ROOTS GROW DOWN TO A SPECIFIC AND OFTEN UNIFORM DEPTH

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OF LESS THAN THREE FEET. PIPES AND OTHER CONDUITS CAN BE INSERTED

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THE ROOT SYSTEM. THEN THE TRENCH MAY BE REFILLED. HYDROJET

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BELOW THE ROOTS EXPOSED IN THE TRENCH, OR EVEN THREADED THROUGH

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REPLACED SOIL CAN FACILITATE SETTLING.

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SPECIFICATIONS:

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(2/3) OF THE TREE'S DRIP LINE

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1. HYDRAULICALLY EXCAVATE TRENCH OF TWO-THIRDS

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TREE TRUNK

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TRENCH

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2/3 OF

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2. EXCAVATION SITE PREPARATION

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A. REMOVE IMPENETRABLE SURFACE COVERINGS AND OBJECTS LIKE BRICKS,

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CEMENT, AS WELL AS PLANTS AND OTHER ORGANIC MATERIAL FROM THE

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SOIL SURFACE.

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B. PRE-IRRIGATE SOIL TO SATURATION OVER THE ENTIRE EXCAVATION AREA

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(EXAMPLE: LET SOAKER HOSE WATER FOR A FEW HOURS)

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3. WATER DELIVERY SYSTEM

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THE WATER SOURCE SHOULD HAVE SUFFICIENT VOLUME FOR THE ENTIRE JOB.

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WATER PRESSURIZED 60-80 PSI AT THE NOZZLE, WHILE FLOWING IS THE MOST

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DESIRABLE. THE WATER SUPPLY LINE MUST BE 2.5" TO 3" IN DIAMETER.

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4. SLURRY MANAGEMENT

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DRIP LINE

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DRIP LINE

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A SLURRY MANAGEMENT CONTAINMENT SYSTEM MUST BE UTILIZED. THE ONLY

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OFFSITE WATER RUNOFF ALLOWED WILL BE CLEAN WATER ONLY. SUBMIT SLURRY

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HYDRAULIC SOIL EXCAVATION FOR TRENCHING OF UTILITIES:

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AND APPROVAL PRIOR TO WORK BEING DONE.

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MANAGEMENT PLANS TO CITY OF DUNEDIN, ENGINEERING SECTION FOR REVIEW

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FOR TRENCHING OF UTILITIES

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SHEET OF

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84

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1

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1

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HYDRAULIC SOIL EXCAVATION

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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Oct 2016


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6"

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6"

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12"

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2' TYP

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6"

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33" MIN (SEE PLANS)

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42"

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12"

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EARTH FILL

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OVERLAP

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PVC RIGID UNDERDRAIN

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SHEET OF

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PVC UNDERDRAIN

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85

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1

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1

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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%%UPERFORATION DETAIL

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FOUR PERFORATIONS

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EVERY 3-1/4" (1/4"±)ALONG LENGTH OF PIPE

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90° TO 120°

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7° TO 13° (TYP)

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(OR AS SHOWN ON PLANS)

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24" MIN (SEE PLANS)

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FILTER FABRIC MATERIAL (OVERLAP 12" ON TOP)

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6" PVC UNDERDRAIN SEE PERFORATION DETAIL ABOVE

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FILTER STONE (COURSE AGGREGATE)

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1.UNDERDRAIN PIPE UNDERDRAIN PIPE BENEATH DRIVEWAYS SHALL BE SOLID PIPE. 2.DIAMETER OF DIAMETER OF PERFORATIONS SHALL BE 3/16" TO 3/8" LOCATED AS SHOWN. 3.LAY PIPE WITH LAY PIPE WITH PERFORATIONS IN BOTTOM HALF OF PIPE.

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GENERAL NOTES:

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FEB 2009

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CURB (SEE PLAN FOR TYPE)

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Oct 2016


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SHEET OF

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CLEANOUT DETAIL

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86

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1

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1

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PVC UNDERDRAIN

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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6" PVC RISER (SOLID PIPE)

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6" PVC RIGID UD (2' LONG SOLID PIPE AT TERMINATION)

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PLUG AT TERMINATION OF UD

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FLOW

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6" PVC RIGID UD (PERFORATED)

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6" 45° BEND

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15"

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CONC. PAD

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15"

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CONCRETE PAD

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PVC THREADED PLUG

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FEMALE PIPE THREAD CLEAN-OUT ADAPTER

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FILTER FABRIC WRAP

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3000 PSI CONC. PAD W/ 2 - #3 DIA. BAR EACH WAY

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FINISHED GRADE

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6" MIN

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6" MIN

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6"

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15"

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15"

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FILTER STONE

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FINISHED GRADE

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D

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HEAVY DUTY HANDHOLE RING & COVER (USF 7621 W/FE COVER, OR EQUAL)

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FEB 2009

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AUG 2009

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6" WYE (USE 2-WAY CLEANOUT TEE WHEN NOT AT TERMINATION)

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Oct 2016


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87

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1

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1

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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MAY 2011

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ACCESS DETAIL

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GRASSED & STABILIZED

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20' MIN. WIDTH

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8"

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12"

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EXISTING SUBGRADE

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STABILIZED SUBGRADE - LBR40 (REF. FDOT STANDARD SPECIFICATION, SECTIONS 160-2 AND 160-3) COMPACTED TO 98% MODIFIED PROCTOR

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INFILL SOIL (SEE NOTE 3)

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CELLULAR CONFINEMENT SYSTEM (SEE NOTE 2)

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FINISH GRADE

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SOD

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NOTES: 1.DESIGN LOAD: H20 DESIGN LOAD: H20 2.CELLULAR CONFINEMENT SYSTEM: PERFORATED TEXTURED, UV STABILIZED, CELLULAR CONFINEMENT SYSTEM: PERFORATED TEXTURED, UV STABILIZED, GW20V (SMALL CELL) 8" CELL DEPTH BY PRESTO GEOSYSTEMS, OR EQUAL. ANCHOR IN PLACE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 3.INFILL SOIL: 50/50 MIX OF WELL GRADED CRUSHED STONES OR GRAVELS INFILL SOIL: 50/50 MIX OF WELL GRADED CRUSHED STONES OR GRAVELS (FDOT No. 57 STONE) AND A PREPARED SOIL FAVORABLE TO TURF GROWTH (REFERENCE FDOT STANDARD SPECIFICATION, SECTION 162 FOR FINISH SOIL LAYER). MIXTURE MATERIAL PASSING #200 SIEVE SHALL NOT EXCEED 10% BY WEIGHT. PLACE MIXTURE INTO CELLS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND COMPACT TO 95% STANDARD PROCTOR. 4.GEOTEXTILE FABRIC: NONWOVEN, WITH 12" MINIMUM OVERLAP AT JOINTS. GEOTEXTILE FABRIC: NONWOVEN, WITH 12" MINIMUM OVERLAP AT JOINTS. MIRAFI 140N OR EQUAL. 5.CONTRACTOR/DEVELOPER SHALL WATER AND FERTILIZE ACCESS UNTIL TURF IS CONTRACTOR/DEVELOPER SHALL WATER AND FERTILIZE ACCESS UNTIL TURF IS ESTABLISHED. ACCESS WILL NOT BE ACCEPTED IF, IN THE OPINION OF THE CITY INSPECTOR, THE TURF HAS NOT BECOME ESTABLISHED.

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GEOTEXTILE FABRIC (SEE NOTE 4)

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SEEDED (BAHIA) OR PLUGGED (ST AUGUSTINE) SURFACE OF ACCESS (SEE NOTE 5)

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Oct 2016


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SHEET OF

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TRENCH SECTION

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88

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1

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1

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TYPICAL SLOTTED PIPE

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2009

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12"

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12"

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MIN.

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MIN.

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OVERLAP 12" MIN.

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SELECT FILL (MEET REQUIREMENT OF FDOT STANDARD SPEC. SECTION 443-5.1).

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SLOTTED RCP (REF. FDOT INDEX DRAWING 285, SHEET 2 OF 2), POSITION PIPE WITH SLOTS TO SIDE.

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PIPE O.D. + 24"

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12"

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12"

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SLOPE VARIES

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GEOTEXTILE FABRIC ENVELOPE (MIRAFI 160N OR EQUAL)

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APR 2011

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FILTER STONE FDOT NO. 4 COARSE AGGREGATE (GRAVELS, GRANITES OR LIMESTONE). MEET REQUIREMENTS OF FDOT STANDARD SPEC. SECTION 901-1.4 AND 901-2. LIMEROCK MATERIAL FOR BASE OR BASE STABILIZATION IS NOT ACCEPTABLE.

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Oct 2016


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SHEET OF

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DETAILS

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89

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1

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1

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CURB TRANSITION

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REVISED

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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FEB 2009

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7'

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VARIES

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EDGE OF PAVT

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BACK OF CURB

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TYPICAL CURB TRANSITION AT DRIVEWAY

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MATCH EXISTING

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SIDEWALK

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TRANSITION CURB

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TRANSITION CURB

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3'

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EXIST. DRIVEWAY

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3'

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3'

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3'

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18"

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6"

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3' - 0"

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TRANSITION FROM UPRIGHT TO FLUSH CURBING

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6" RIBBON CURB

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6" UPRIGHT CURB

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GUTTER

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Oct 2016

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·

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SHEET OF

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ENCLOSURE DETAIL

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90

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1

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1

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SINGLE DUMPSTER

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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SEPT 2009

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ELEVATION

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PLAN

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6" DIA. STEEL BOLLARDS CONC. FILLED (TYP.)

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FULL SWING GATE (TYP.)

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SLOPE 1/4" PER FOOT

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14'-8"

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10'-8"

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48" MAX.

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4' MIN.

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12' CLEARANCE (MIN.)

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6" THICK CONC. SLAB

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TIE BEAM WITH 2-#5 REBAR CONTINUOUS

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8" CMU WALL WITH 1-#5 REBAR @ 4' ON CENTER

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3000 PSI CONCRETE SLAB WITH FIBER MESH REINFORCING, MONOLITHIC, MIN. 6" THICKNESS, 6"x6"/10x10 WWF OR 8" THICK POROUS CONCRETE

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8"x16" CONCRETE FOOTER W/2-#5 REBAR (TYP.)

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6'-0"

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14"

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8"

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6"

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GRADE

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GRADE

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DROP PIN HOLE (TYP.)

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POSITION HOLE TO ALLOW 120°(MINIMUM) TO 180° GATE OPENING

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DEC 2010

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DROP PIN (TYP.)

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NOTES: STEEL BOLLARDS SHALL BE A MINIMUM OF 6' LONG, WITH A MINIMUM OF 2' BELOW GRADE AND 4' ABOVE GRADE. GATES SHALL BE VINYL/PVC OR CHAIN LINK W/PRIVACY SLATS.

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MAY 2011

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·

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SHEET OF

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91

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1

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1

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REVISED

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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SEPT 2009

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ENCLOSURE DETAIL

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DOUBLE DUMPSTER

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ELEVATION

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PLAN

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6" DIA. STEEL BOLLARDS CONC. FILLED (TYP.)

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26'-9"

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10'-8"

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48" MAX.

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4' MIN.

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6" THICK CONC SLAB

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TIE BEAM WITH 2-#5 REBAR CONTINUOUS

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8" CMU WALL WITH 1-#5 REBAR @ 4' ON CENTER

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3000 PSI CONCRETE SLAB WITH FIBER MESH REINFORCING, MONOLITHIC, MIN. 6" THICKNESS, 6"x6"/10x10 WWF OR 8" THICK POROUS CONCRETE

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8"x16" CONCRETE FOOTER W/2-#5 REBAR (TYP.)

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6'-0"

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14"

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8"

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6"

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GRADE

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GRADE

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DROP PIN (TYP.)

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SLOPE 1/4" PER FOOT

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POSITION HOLE TO ALLOW 120° (MINIMUM)TO 180° GATE OPENING

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DEC 2010

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NOTES: STEEL BOLLARDS SHALL BE A MINIMUM OF 6' LONG, WITH A MINIMUM OF 2' BELOW GRADE AND 4' ABOVE GRADE. GATES SHALL BE VINYL/PVC OR CHAIN LINK W/PRIVACY SLATS.

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DROP PIN HOLE (TYP.)

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MAY 2011

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SHEET OF

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94

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1

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1

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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DETAIL

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SHELL PARKING/DRIVE

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NOTES:

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1.SHELL AS AN ALTERNATIVE "ALL WEATHER SURFACE" FOR SHELL AS AN ALTERNATIVE "ALL WEATHER SURFACE" FOR PARKING, SHALL BE CONSIDERED ON A CASE BY CASE BASIS. 2."SHELL" SHALL REFER TO WASHED SHELL ONLY AND DOES "SHELL" SHALL REFER TO WASHED SHELL ONLY AND DOES NOT INCLUDE BASE MATERIAL OR THE LIKE. 3.THE AREA IN WHICH SHELL IS TO BE USED MUST BE THE AREA IN WHICH SHELL IS TO BE USED MUST BE RELATIVELY FLAT TO PREVENT THE SHELL FROM WASHING INTO THE RIGHT OF WAY OR OTHER PROPERTIES. 4.SHELL SHALL NOT BE PERMITTED IN THE RIGHT OF WAY. SHELL SHALL NOT BE PERMITTED IN THE RIGHT OF WAY. CONCRETE OR ASPHALT APRONS MUST BE USED IN THE RIGHT OF WAY TO CONNECT TO ROADWAYS OR ALLEY WAYS. 5.THE SHELL AREA MUST BE SURROUNDED BY A SIX-INCH (6") THE SHELL AREA MUST BE SURROUNDED BY A SIX-INCH (6") WIDE RIBBON CURB. 6.WHEEL STOPS MUST BE PROVIDED TO DELINEATE PARKING WHEEL STOPS MUST BE PROVIDED TO DELINEATE PARKING SPACES IN NON-RESIDENTIAL PARKING AREAS.

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12"

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6" SHELL

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WHEEL STOP

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#4 BAR 18" LONG

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RIBBON CURB 6" MINIMUM WIDTH

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Oct 2016


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SHEET OF

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95

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1

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1

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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RECLAMATION DETAIL

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FULL DEPTH STREET

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L

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C

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EXISTING COMPACTED SUBGRADE

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SLOPE 2%%%

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6" MINIMUM DEPTH OF IN-PLACE RECLAIMED ASPHALT/BASE MIX

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CONSTRUCTION

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VARIES SEE PLAN

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VARIES SEE PLAN

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WHERE CURB IS TO BE REPLACED, COMPACTED SUBGRADE SHALL EXTEND 6" MIN BACK OF CURB. INCLUDE SUBBASE UNDER CURB AS PART OF COST FOR CURB

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CURB (REMOVE/ REPLACE PER PLAN)

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SHOULDER SODDED

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SLOPE 4%±

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SLOPE 2%%%

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ASPHALTIC CONCRETE WEARING COURSE: 2 LIFTS OF 1" TYPE SP-9.5 FINE (TRAFFIC LEVEL C)

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Oct 2016


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SHEET OF

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96

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REVISED

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SHEET OF

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CITY OF DUNEDIN

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1

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1

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RIGHT OF WAY LINE

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BACK OF CURB OR EDGE OF PAVEMENT

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SINGLE FAMILY RESIDENCE

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SIDEWALK

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ROADWAYROADWAY

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SIDEWALK

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LOT LINE

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6" PERFORATED PVC DRAIN PIPE, SCHEDULE 40 (MIN.) TYPICAL

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YARD DRAIN @ 25' O.C., TYPICAL

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PLAN VIEW

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PROFILE

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REAR YARD DRAIN LINES AS REQUIRED

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6" PERFORATED PVC DRAIN PIPE, TYPICAL

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R/W LINE

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YARD DRAIN

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SIDEWALK WHERE APPLICABLE

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3000 PSI CONC. COLLAR ONLY IN R/W

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ROADWAY

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1/2" WIDE PREFORMED JOINT FILLER MATERIAL TYP

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NOTE: THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D2321.

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INSTALLATION DETAIL

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FLOW ARROW TYP

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6"

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6"

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12"

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6"

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12" OVERLAP

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EXISTING GRADE

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6" MIN

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BACKFILL MATERIAL

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FILTER FABRIC WRAP

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GRATE/COVER

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DRAIN PIPE

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YARD DRAIN

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EARTH FILL

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2' MIN COVER

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SLOPE TOWARD ROADWAY

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FILTER FABRIC WRAP ALL ALONG

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EARTH FILL

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COMPACTED SOIL TYP

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SINGLE FAMILY DRAINAGE SYSTEM

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EXISTING

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DRAINAGE EASEMENT TYP

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6" PERFORATED PVC

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Oct 2016


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SHEET OF

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97

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1

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1

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RIGHT OF WAY LINE

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SIDEWALK

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ROADWAYROADWAY

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SIDEWALK

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LOT LINE

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PLAN VIEW

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PROFILE

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6" PERFORATED PVC DRAIN PIPE, TYPICAL

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R/W LINE

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YARD DRAIN

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ROADWAY

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INSTALLATION DETAIL

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FLOW ARROW TYP

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6"

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6"

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12"

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6"

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12" OVERLAP

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6" PERFORATED PVC

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EXISTING GRADE

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6" MIN

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BACKFILL MATERIAL

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FILTER FABRIC WRAP

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GRATE/COVER

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DRAIN PIPE

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YARD DRAIN

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EARTH FILL

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2' MIN COVER

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EARTH FILL

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COMPACTED SOIL TYP

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NEW AND REDEVELOPMENT

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DRAINAGE EASEMENT TYP

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6" PERFORATED PVC DRAIN PIPE, SCHEDULE 40 (MIN.) TYPICAL

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PROPOSED STORM SYSTEM

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PROPOSED STORM SYSTEM TIE-IN PER MANUFACTURER'S RECOMMENDATIONS

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Oct 2016


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SHEET OF

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98C

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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3

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3

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RESIDENTIAL GRADING NOTES

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NOTES: 1.DESIGN PLANS MUST SHOW EXISTING AND PROPOSED ELEVATIONS FOR BUILDING DESIGN PLANS MUST SHOW EXISTING AND PROPOSED ELEVATIONS FOR BUILDING AND LOT CORNERS. 2.FOR TYPE "A" AND "B" GRADING: MIN. FINISH FLOOR ELEVATION SHALL BE 18"-24" FOR TYPE "A" AND "B" GRADING: MIN. FINISH FLOOR ELEVATION SHALL BE 18"-24" ABOVE CENTER LINE OF THE STREET AND NOT LESS THAN ONE FOOT ABOVE THE 100 YEAR BASE FLOOD ELEVATION OR AS DIRECTED BY THE CITY ENGINEER. 3.ROOF GUTTERS AND YARD DRAINS MAY BE REQUIRED AS DIRECTED BY THE CITY ROOF GUTTERS AND YARD DRAINS MAY BE REQUIRED AS DIRECTED BY THE CITY ENGINEER TO PROVIDE ADEQUATE DRAINAGE. 4.TO VALIDATE LOT GRADING DESIGN, ALL DESIGN PLANS FOR IN-FILL LOTS IN TO VALIDATE LOT GRADING DESIGN, ALL DESIGN PLANS FOR IN-FILL LOTS IN EXISTING SUBDIVISIONS MUST SHOW EXISTING ELEVATIONS 15' ONTO ADJACENT PROPERTIES AND AT 15' ON CENTER. 5.ALL SIDE SLOPES SHALL NOT EXCEED A MINIMUM GRADE OF 4:1. ALL SIDE SLOPES SHALL NOT EXCEED A MINIMUM GRADE OF 4:1. 6.ALL LOTS WITHIN THE VELOCITY ZONE, THE 100 YEAR FLOOD ZONE, AND IN-FILL ALL LOTS WITHIN THE VELOCITY ZONE, THE 100 YEAR FLOOD ZONE, AND IN-FILL LOTS SHALL REQUIRE ACCEPTABLE DRAINAGE GRADE TRANSITIONS TO ADJACENT LOT ELEVATIONS. 7.ALL LOT GRADING SHALL MAINTAIN HISTORICAL FLOW PATHS AND PREVENT ALL LOT GRADING SHALL MAINTAIN HISTORICAL FLOW PATHS AND PREVENT ACCUMULATION OF WATER OR EXCESSIVE RUNOFF ONTO ADJACENT PROPERTIES. 8.TYPE "A" GRADING REAR SWALES SHALL DRAIN TO SIDE SWALES AND TO THE TYPE "A" GRADING REAR SWALES SHALL DRAIN TO SIDE SWALES AND TO THE STREET ON EACH LOT. SIDE SWALES SHALL FUNCTION INDEPENDENTLY FROM ALL ADJOINING LOTS. 9.TYPE "B" LOT GRADING IS USED WHERE: TYPE "B" LOT GRADING IS USED WHERE: A.AN INVERTED CROWN ALLEY EXISTS AT THE REAR OF THE LOT AN INVERTED CROWN ALLEY EXISTS AT THE REAR OF THE LOT B.HISTORICAL FLOW PATHS OCCUR TO AN EXISTING STORMWATER SYSTEM OR OVER HISTORICAL FLOW PATHS OCCUR TO AN EXISTING STORMWATER SYSTEM OR OVER LAND WITH A SLOPE GREATER THAN 1%.

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Oct 2016


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PROPERTY LINE

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PROPERTY LINE

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PROPERTY LINE

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PROPERTY LINE

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ASPHALT PARKING

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HANDRAIL TYPICAL

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CAST IN PLACE CONCRETE WITH FOOTER

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ASPHALT PARKING

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HANDRAIL TYPICAL

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MORE THAN 2'

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LANDSCAPED BUFFER

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NOTES: 1.ALL GRADE CHANGES AT PROPERTY LINES, ADJACENT TO PRIVATE PROPERTY OR RIGHT OF WAY SHALL NOT ALL GRADE CHANGES AT PROPERTY LINES, ADJACENT TO PRIVATE PROPERTY OR RIGHT OF WAY SHALL NOT EXCEED A 6:1 SLOPE. 2.IF GRADE CHANGE IS TOO GREAT BETWEEN PROPERTIES, A RETAINING WALL OR APPROPRIATE HEIGHT IF GRADE CHANGE IS TOO GREAT BETWEEN PROPERTIES, A RETAINING WALL OR APPROPRIATE HEIGHT SHALL BE CONSTRUCTED TO REDUCE THE GRADES TO 6:1. 3.THE TYPE OF WALL MATERIAL, HEIGHT OF WALL AND PLACEMENT OF THE WALL SHALL DEPEND ON THE TYPE OF WALL MATERIAL, HEIGHT OF WALL AND PLACEMENT OF THE WALL SHALL DEPEND ON SPECIFIC SITE CONDITIONS. ANY VARIATIONS SHALL BE APPROVED IN WRITING BY THE CITY OF DUNEDIN ENGINEERING DIVISION. FAILURE TO OBTAIN ADVANCED APPROVAL WILL RESULT IN DEMOLITION AND/OR RECONSTRUCTION OF THE WALL BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. OTHER SITE OBSTRUCTIONS OF THE WALL SHALL BE INCLUDED IN THE DEMOLITION AND RECONSTRUCTION. 4.SWALES, DRAINAGE INLETS, ETC. MAY BE NECESSARY TO CONTROL EXISTING STORMWATER CROSS FLOW SWALES, DRAINAGE INLETS, ETC. MAY BE NECESSARY TO CONTROL EXISTING STORMWATER CROSS FLOW AND TO PREVENT FLOODING OF ADJACENT PROPERTIES. 5.BOTH PLAN AND PROFILE VIEWS OF WALK, SWALES AND INLETS SHALL BE INCLUDED IN THE CIVIL SITE BOTH PLAN AND PROFILE VIEWS OF WALK, SWALES AND INLETS SHALL BE INCLUDED IN THE CIVIL SITE PLANS FOR REVIEW AND APPROVAL DURING DEVELOPMENT REVIEW. PLAN VIEWS SHALL ALSO BE INCLUDED IN THE LANDSCAPE PLANS FOR REVIEW BY THE BUILDING DIVISION. 6.LANDSCAPING PLANTS AND MATERIALS THAT ARE RESISTANT TO EROSION, WASH OUT OR FLOATING AND ARE LANDSCAPING PLANTS AND MATERIALS THAT ARE RESISTANT TO EROSION, WASH OUT OR FLOATING AND ARE SUITABLE FOR THE GRADE SHALL BE SPECIFIED. 7.ABOVE ARE SOME COMMON PROBLEMS AND PREFERRED SOLUTIONS. ANY CONDITIONS NOT COVERED MUST ABOVE ARE SOME COMMON PROBLEMS AND PREFERRED SOLUTIONS. ANY CONDITIONS NOT COVERED MUST BE BROUGHT TO THE CITY'S ATTENTION DURING REVIEW FOR ASSISTANCE WITH THE SPECIFIC APPLICATION. 8.THIS DETAIL IS FOR GENERAL WALL PLACEMENT REQUIREMENTS ONLY. ACTUAL WALL DESIGN MUST BE THIS DETAIL IS FOR GENERAL WALL PLACEMENT REQUIREMENTS ONLY. ACTUAL WALL DESIGN MUST BE DONE BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER.

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SHEET OF

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PERIMETER GRADING

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99

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1

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1

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LANDSCAPED BUFFER

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MORE THAN 2'

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LESS THAN 2'

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CURB

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FILLED CMU WALL WITH FOOTER

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CURB STOP TYPICAL

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STACK WALL

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OFFSET WALL WITH REINFORCING & FOOTER

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SWALE FOR HISTORIC CROSS FLOW

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SIDEWALK

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Oct 2016


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SHEET OF

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1

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REVISED

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APPROVED BY

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DATE ______

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DRAWING No.

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SHEET OF

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CITY OF DUNEDIN

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DEPARTMENT OF

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P.O. BOX 1348

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DUNEDIN, FL

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(727) 298-3000

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34697-1348

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1

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1

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RIGHT OF WAY LINE

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NEW SINGLE FAMILY RESIDENCE

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SIDEWALK

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ROADWAYROADWAY

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SIDEWALK

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LOT LINE

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6" SLOTTED PVC DRAIN PIPE, TYPICAL

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PLAN VIEW

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PROFILE

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6" SLOTTED PVC DRAIN PIPE, TYPICAL

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R/W LINE

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YARD DRAIN

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ROADWAY

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INSTALLATION DETAIL

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FLOW ARROW TYP

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6"

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6"

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12"

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6"

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12" OVERLAP

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6" SLOTTED PVC

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EXISTING GRADE

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6" MIN

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BACKFILL MATERIAL

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FILTER FABRIC WRAP

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GRATE/COVER

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DRAIN PIPE

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YARD DRAIN

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EARTH FILL

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2' MIN COVER

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EARTH FILL

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COMPACTED SOIL TYP

index of standard details...city of dunedin department of p.o. box 1348 dunedin, fl \ 㜀 㜀尩...

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index of standard details...city of dunedin department of p.o. box 1348 dunedin, fl \ 㜀㜀尩...