PANAMA CITY, FLORIDA STANDARD DETAILS

SHEET GENERAL DETAILS LAST UPDATED ON

G-1 STAKED HAY BALE Mar-22

G-2 TYPE III SILT FENCE Mar-22

G-3 TYPE IV SILT FENCE Mar-22

G-4 TYPICAL PIPE INSTALLATION Mar-22

G-5 REMOVAL AND REPLACEMENT OF ASPHALT DRIVE Mar-22

G-6 REMOVAL AND REPLACEMENT OF CONCRETE DRIVE Mar-22

G-7 PIPE EMBEDMENT - PRESSURE PIPE Mar-22

G-8 PIPE EMBEDMENT - GRAVITY SEWER Mar-22

G-9 CONCRETE ARCH AND ENCASEMENT Mar-22

G-10 LOCATING WIRE Mar-22

G-11 PVC THRUST RESTRAINT DETAILS Mar-22

G-12 DIP THRUST RESTRAINT DETAILS Mar-22

G-13 POLY-WRAPPED DIP THRUST RESTRAINT DETAILS Mar-22

G-14 THRUST BLOCKS Mar-22

G-15 DEAD END ANCHOR BLOCKS 6" PIPE OR SMALLER Mar-22

G-16 WATER OR FORCE MAIN THRUST COLLAR Mar-22

G-17 TYPICAL DIRECTIONAL BORE Mar-22

G-18 DIRECTIONAL BORE CANAL CROSSING Mar-22

G-19 DIRECTIONAL BORE ROADWAY CROSSING Mar-22

G-20 JACK AND BORE UNDER PAVED ROADS Mar-22

G-21 VALVE AND VALVE BOX COLLAR Mar-22

G-22 BUTTERFLY VALVE AND BOX Mar-22

G-23 TAPPING SLEEVE AND VALVE BLOCKING Mar-22

G-24 TYPICAL VALVE MARKING Mar-22

G-25 TYPICAL UTILITY LOCATIONS 60' ROW Mar-22

G-26 ADDING TYPE F CURB AND GUTTER Mar-22

G-27 PUBLIC ROW UTILITY CONSTRUCTION NOTES Mar-22

PANAMA CITY, FLORIDA DATE : MARCH 2022 STANDARD DETAILS SCALE : NTS

GENERAL STANDARD DETAIL INDEX

FIGURE : G-0

4"

NOTE: UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR MAY CHOOSE BETWEEN NATURAL HAY OR APPROVED SYNTHETIC MATERIAL

STAKED BALE N.T.S

NOTE: LOOSE STRAW SHALL BE CHINKED BETWEEN BALES TO PROVIDE A TIGHT JOINT.

PANAMA CITY, FLORIDA DATE : MARCH 2022STANDARD DETAILS SCALE : NTS

STAKED HAY BALE

FIGURE : G-1

STAKED AND ENTRENCHED BALE

COMPACTED SOIL TO PREVENT PIPING TOE OF

BINDING WIRE OR TWINE FABRIC

FILTERED RUNOFF SEDIMENT LADEN RUNOFF

20°

ORIGINAL POST POSITION

VER

TIC

AL

PRINCIPAL POST POSITION (CANTED 20° TOWARD FLOW)

FILTER FABRIC

SILT FLOW

SECTION

POST OPTIONS: SOFTWOOD 21

2" MIN. DIA. SOFTWOOD 2" X 4"

HARDWORD 112 " X 11

2 " STEEL 1.33 LBS/FT MIN.

FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.)

6' MAX.

3' M

IN.

15"-

18"

8"

12" M

IN. ELEVATION

TYPE III SILT FENCE N.T.S


TYPE III SILT FENCE

FIGURE : G-2

20°

VER

TIC

AL

PRINCIPLE POST POSITION (CANTED 20° TOWARD FLOW)

POULTRY MESH OR TYPE A FENCE FABRIC

FILTER FABRIC

SILT FLOW

SECTION

5' O

R M

OR

E

18" M

IN.

33"

8"

10' MAX.

POST ( OPTIONS: 4" X 4" OR 3" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN. )

POULTRY MESH ( 20 GA. MIN. ) OR TYPE A FENCE FABRIC ( INDEX NO. 801 & SEC. 550 FDOT SPEC. )

FILTER FABRIC ( IN CONFORMANCE WITH SEC. 985 FDOT SPEC. )

ELEVATION

TYPE IV SILT FENCE N.T.S


TYPE IV SILT FENCE

FIGURE : G-3

SCALE: N.T.S.

18" M

AX.

ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS SPECIFIED

OTHERWISE FOR SOD. IF CONTRACTOR CHOOSES TO USE HYDRO-SEED, IT MUST

ALSO BE MULCHED. ALL MULCH SHALL BE CUT IN TO MINIMIZE EROSION.

3" - 4" CROWN

FINISH GRADE

CLEAN COMMON FILL (SEE NOTE 2)

LOCATOR TAPE (LOCATOR TAPE SHALL BE INSTALLED DURING THE PIPE INSTALLATION AND

SHALL NOT BE INSTALLED BY THE TRENCHING METHOD AFTER PIPE IS INSTALLED)

10 GAUGE TRACER WIRE (NOT REQUIRED ON GRAVITY SEWER)

PIPE EMBEDMENT (SEE NOTE 1) (SEE PRESSURE PIPE EMBEDMENT OR GRAVITY SEWER EMBEDMENT FOR ADDITIONAL REQUIREMENTS)

12" M

IN.

6" L

AYER

S 12

" LAY

ERS

12" M

INIM

UM

2'

MIN

IMU

M

12" 12" (MIN.)(MIN.) 4"

LAY

ERS

PIPE

EM

BED

MEN

T

BAC

KFIL

LED

AN

D C

OM

PAC

TED

TO 9

0% D

ENSI

TY, A

ASH

TO T

-180

UNDISTURBED STABLE MATERIAL PIPE DIAMETER VARIES

NOTES: 1. PRESSURE PIPE EMBEDMENT SHALL BE ASTM CLASS II MATERIAL (MINIMUM), GRAVITY PIPE EMBEDMENT

SHALL BE ASTM CLASS I MATERIAL, OR PIPE EMBEDMENT MATERIAL AS SPECIFIED BY ENGINEER. PRESSURE PIPE SHALL BE BEDDED AND COMPACTED IN ACCORDANCE WITH AWWA C605-TYPE 2 BEDDING REQUIREMENTS FOR PVC PIPE AND AWWA C600-TYPE 2 BEDDING REQUIREMENTS FOR DUCTILE IRON PIPE. GRAVITY PIPES SHALL BE BEDDED AND COMPACTED IN ACCORDANCE WITH ASTM D2321.

2. CLEAN COMMON BACKFILL SHALL BE ASTM CLASS III MATERIAL OR BETTER. ASTM CLASS IV OR V MATERIALS SHALL BE USED FOR BACKFILL. CLEAN COMMON BACKFILL SHALL PLACED IN LAYERS NOT TO EXCEED 12 INCH THICKNESS AND EACH LAYER SHALL BE COMPACTED TO 90% STANDARD DENSITY.

3. NO TRASH, RUBBISH, ROCKS OR DEBRIS WILL BE ALLOWED IN TRENCHES. 4. ALL PIPE SHALL BE INSTALLED IN DRY TRENCHES. 5. CONTRACTOR MAY BE REQUIRED BY THE ENGINEER TO DE-WATER PIPE TRENCH, IF NECESSARY. 6. BACK FILL FOR PIPE IN WET TRENCHES SHALL BE ASTM CLASS I MATERIAL (#67 CRUSHED OR GRATED

LIMEROCK) AND COMPACTED IN THE TRENCH TO A LEVEL ABOVE THE GROUND WATER. 7. AT THE ENGINEERS DISCRETION, THE CONTRACTOR SHALL SUBSTITUTE SELECT BACKFILL IN LIEU OF NATIVE

SOILS FOR A UNIT PRICE SPECIFIED IN THE CONTRACTOR'S BID FORM. 8. THE CONTRACTOR WILL BE COMPENSATED FOR SELECT BACKFILL ONLY IF DIRECTED BY THE ENGINEER IN

WRITING. THE ENGINEER MAY ISSUE A FIELD ORDER WITH WRITTEN CONFIRMATION WITHIN 24 HOURS.

DETAIL TYPICAL PIPE INSTALLATION - UNIMPROVED SURFACE

TYPICAL PIPE INSTALLATION - UNIMPROVED SURFACE N.T.S


TYPICAL PIPE INSTALLATION

FIGURE : G-4

EXIST. BASE

12"MIN.

12" 12"

EXIST. BASE

12"MIN.

18" M

AX.

ASPHALT SURFACE REPLACEMENT (SEE BELOW)

(W) + 4' TRENCH (W)

4" LIMEROCK BASE MECHANICALLY

SAW CUT EXISTING PAVEMENT AND REMOVE ASPHALT SURFACE

(SEE NOTE 4)

TAMPED TO 98% MAX. DENSITY AS PER AASHTO T-180

4" LIMEROCK BASE MECHANICALLY TAMPED TO 98% MAX DENSITY AS

CONSTRUCT A FLUSH JOINT PER AASHTO T-180

WITH NEW ASPHALT

EXISTING PAVEMENT

COMPACT BASE REPLACEMENT (SEE NOTE 3)

CLEAN SELECT BACKFILL (SEE NOTE 2)

LOCATOR TAPE (LOCATOR TAPE SHALL BE INSTALLED DURING THE PIPE INSTALLATION AND

SHALL NOT BE INSTALLED BY THE TRENCHING METHOD AFTER PIPE IS INSTALLED)


PIPE EMBEDMENT (SEE NOTE 1) (SEE PRESSURE PIPE EMBEDMENT OR GRAVITY SEWER EMBEDMENT FOR ADDITIONAL REQUIREMENTS)

12" M

IN.

12"12" (MIN.)(MIN.) 4"

LAY

ERS

6" L

AYER

S

PIPE

EM

BED

MEN

T

BAC

KFIL

LED

AN

D C

OM

PAC

TED

TO 9

8% D

ENSI

TY, A

ASH

TO T

-180

UNDISTURBED STABLE MATERIAL



2. CLEAN SELECT BACKFILL SHALL BE ASTM CLASS II MATERIAL OR BETTER. ASTM CLASS III, IV, OR V MATERIALS SHALL NOT BE USED, FOR BACKFILL. CLEAN SELECT BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED 6 INCH THICKNESS AND EACH LAYER SHALL BE MECHANICALLY COMPACTED TO 98% STANDARD DENSITY.

3. COMPACT BASE MATERIAL SHALL BE ASTM CLASS I MATERIAL (#67 CRUSHED OR GRATED LIMEROCK). BASE SHALL BE 8" MINIMUM THICKNESS AND MECHANICAL TAMPED TO 98% MAX. MODIFIED PROCTOR DENSITY.

4. ASPHALT SURFACE TO BE AS SHOWN IN DETAIL BELOW. 5. NO TRASH, RUBBISH, ROCKS OR DEBRIS WILL BE ALLOWED IN TRENCHES. 6. ALL PIPE SHALL BE INSTALLED IN DRY TRENCHES. 7. CONTRACTOR MAY BE REQUIRED BY THE ENGINEER TO DE-WATER PIPE TRENCH, IF NECESSARY. 8. BACK FILL FOR PIPE IN WET TRENCHES SHALL BE CLASS I MATERIAL (#67 CRUSHED OR GRATED LIMEROCK)

AND COMPACTED IN THE TRENCH TO A LEVEL ABOVE THE GROUND WATER. 9. AT THE ENGINEERS DISCRETION, THE CONTRACTOR SHALL SUBSTITUTE SELECT BACKFILL IN LIEU OF NATIVE


WRITING. THE ENGINEER MAY ISSUE A FIELD ORDER WITH WRITTEN CONFIRMATION WITHIN 24 HOURS. 11. TEMPORARY PATCHES SHALL BE INSTALLED AND MAINTAINED TO PROVIDE A SMOOTH ALL WEATHER

SURFACE AT ALL TIMES. PERMANENT REPLACEMENT TO BE MADE AS SOON AS POSSIBLE.

REMOVAL AND REPLACEMENT OF ASPHALT N.T.S


REMOVAL AND REPLACEMENT OF ASPHALT DRIVE FIGURE : G-5

12" 12"

#4 @ 15" PARALLEL WITH TRENCH

#5 @ 15" ACROSS TRENCH WIDTH UP TO 4' (COMMERCIAL DRIVE) #5 @ 12"ACROSS TRENCH WIDTH 4' TO 6' (COMMERCIAL DRIVE) #5 @ 9" ACROSSTRENCH WIDTH 6' TO 8' (COMMERCIAL DRIVE) NOTE: USE WELDED WIREFABRIC FOR RESIDENTIAL DRIVEWAYS

2' M

INIM

UM

18" M

AX.

SAW CUT AND REMOVE EXISTING CONCRETE (SEE NOTE 5)

CONSTRUCT A FLUSH JOINT WITH NEW CONCRETE

EXISTING CONCRETE

21 2"

CONCRETE SURFACE REPLACEMENT (W) + 4'

TRENCH (W)

COMPACT BASE REPLACEMENT (SEE NOTE 6)

LOCATOR TAPE (LOCATOR TAPE SHALL BE INSTALLED DURING THE PIPE INSTALLATION

AND SHALL NOT BE INSTALLED BY THE TRENCHING METHOD AFTER PIPE IS

INSTALLED) CLEAN SELECT BACKFILL (SEE NOTE 2)


12" M

IN.

PIPE EMBEDMENT (SEE NOTE 1) (SEE PRESSURE PIPE EMBEDMENT

OR GRAVITY SEWER EMBEDMENT FOR ADDITIONAL REQUIREMENTS)

UNDISTURBED STABLE MATERIAL PIPE DIAMETER VARIES

12"12" (MIN.)(MIN.) 4"

LAY

ERS

6" L

AYER

S

PIPE

EM

BED

MEN

T

BAC

KFIL

LED

AN

D C

OM

PAC

TED

TO 9

8% D

ENSI

TY, A

ASH

TO T

-180

6" (MIN.) 3,000 PSI CONCRETE (SEE NOTE 4)

EXISTING CONCRETE



2. CLEAN SELECT BACKFILL SHALL BE ASTM CLASS II MATERIAL OR BETTER. ASTM CLASS III, IV, OR V MATERIALS SHALL NOT BE USED, FOR BACKFILL. CLEAN SELECT BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED 6 INCH THICKNESS AND EACH LAYER SHALL BE MECHANICALLY COMPACTED TO 98% STANDARD DENSITY.

3. COMPACT BASE MATERIAL SHALL BE ASTM CLASS I MATERIAL (#67 CRUSHED OR GRATED LIMEROCK). FOR COMMERCIAL DRIVEWAYS AND ASTM CLASS II OR BETTER FOR RESIDENTIAL DRIVEWAYS. BASE SHALL BE 8" MINIMUM THICKNESS AND MECHANICAL TAMPED TO 98% MAX. MODIFIED PROCTOR DENSITY FOR COMMERCIAL AND RESIDENTIAL DRIVEWAYS.

4. CONCRETE THICKNESS TO MATCH EXISTING OR BE 6" MINIMUM, WHICHEVER IS GREATER. 5. IF ANY PART OF SAWCUT REMOVAL COMES WITHIN 5 FT. OF EXISTING JOINT ON EITHER SIDE OF TRENCH,

REMOVE AND REPLACE TO EXISTING JOINT. 6. NO TRASH, RUBBISH, ROCKS OR DEBRIS WILL BE ALLOWED IN TRENCHES. 7. ALL PIPE SHALL BE INSTALLED IN DRY TRENCHES. 8. CONTRACTOR MAY BE REQUIRED BY THE ENGINEER TO DE-WATER PIPE TRENCH, IF NECESSARY. 9. BACK FILL FOR PIPE IN WET TRENCHES SHALL BE CLASS I MATERIAL (#67 CRUSHED OR GRATED LIMEROCK)

AND COMPACTED IN THE TRENCH TO A LEVEL ABOVE THE GROUND WATER. 10. AT THE ENGINEERS DISCRETION, THE CONTRACTOR SHALL SUBSTITUTE SELECT BACKFILL IN LIEU OF NATIVE


WRITING. THE ENGINEER MAY ISSUE A FIELD ORDER WITH WRITTEN CONFIRMATION WITHIN 24 HOURS. 12. TEMPORARY PATCHES SHALL BE INSTALLED AND MAINTAINED TO PROVIDE A SMOOTH ALL WEATHER

SURFACE AT ALL TIMES. PERMANENT REPLACEMENT TO BE MADE AS SOON AS POSSIBLE.

REMOVAL AND REPLACEMENT OF CONCRETE DRIVE N.T.S


REMOVAL AND REPLACEMENT OF CONCRETE DRIVE FIGURE : G-6

NOTE: SEE SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS

O.D. OF 12"12" MIN. PIPE MIN.

1'-0

"

36" MIN.

12"

FINAL BACKFILL

INITIAL BACKFILL

HAUNCHING

FOUNDATION (BEDDING MATERIAL)

PIPE O.D. PLUS 24" PIPE O.D. PLUS 24"

NOTE: 1. MINIMUM REQUIREMENT FOR PVC, HDPE,

AND DUCTILE IRON PRESSURE PIPE. 2. EXCAVATE AT JOINT FOR BELL.

NOTE: MINIMUM REQUIREMENT NOTE: MINIMUM REQUIREMENT FORFOR WET TRENCHES UNSTABLE TRENCH BOTTOM

PIPE EMBEDMENT MATERIALS SPECIFICATIONS EMBEDMENT MATERIALS (CLASS I, II AND III) SHALL CONFORM TO PARAGRAPHS 6.1.1, 6.1.2 AND 6.1.3, ASTM D-2321 WHICH READS AS FOLLOWS: 1. CLASS I - ANGULAR, 1/4 TO 1-1/2 IN. GRADED STONE, INCLUDING A NUMBER OF FILL MATERIALS THAT HAVE

REGIONAL SIGNIFICANCE SUCH AS CRUSHED STONE, CRUSHED GRAVEL, AND CRUSHED SHELLS. 2. CLASS II - COARSE SANDS AND GRAVELS WITH MAXIMUM PARTICLE SIZE OF 1-1/2 IN., INCLUDING VARIOUSLY

GRADED SANDS AND GRAVELS CONTAINING SMALL PERCENTAGES OF FINES, GENERALLY GRANULAR AND NON-COHESIVE, EITHER WET OR DRY. SOIL TYPES GW, GP, SW, AND SP ARE INCLUDED IN THIS CLASS.

3. CLASS III - FINE SAND AND CLAYEY GRAVELS, INCLUDING FINE SANDS, SAND-CLAY MIXTURES, AND GRAVEL-CLAY MIXTURES. SOIL TYPES GM, GC, SM AND SC ARE INCLUDED IN THIS CLASS.

4. SOIL CLASSIFICATION IS IN CONFORMANCE WITH UNIFIED SOIL CLASSIFICATION SYSTEM ASTM DESIGNATION D-2487 AND D-2488. NATIVE SOILS MEETING THE REQUIREMENTS FOR CLASS II AND CLASS III MATERIALS MAY BE ACCEPTED BY THE ENGINEER.

TRENCH TERMINOLOGY AWWA TYPE 2 PIPE N.T.S EMBEDMENT

AWWA TYPE 5 PIPE AWWA TYPE 4 PIPE EMBEDMENTEMBEDMENT

PIPE EMBEDMENT - PRESSURE PIPE N.T.S

FOR PIPES LESS THAN 18" FOR PIPES LESS THAN 18" PIPE O.D. PLUS 32" FOR PIPE O.D. PLUS 32" FOR

PIPES GREATER THAN 18" PIPES GREATER THAN 18"

O.D. OF 12" O.D. OF 12" MIN. 12" 12"

PIPE MIN. MIN. PIPE MIN.

FINAL BACKFILL

PIPE EMBEDMENT MATERIAL SHALL BE ASTM CLASS III OR BETTER MATERIAL COMPACTED TO 90% STANDARD DENSITY

PIPE

PIPE BEDDING MATERIAL SHALL BE ASTM CLASS II MATERIAL COMPACTED TO 90% STANDARD DENSITY TO THE CENTERLINE OF PIPE

SPRING LINE OF PIPE UNDISTURBED SOIL

MANUALLY SHAPED OR FLAT BOTTOM

FINAL BACKFILL

GROUND WATER LEVEL

PIPE EMBEDMENT MATERIAL SHALL BE ASTM CLASS I MATERIAL (#67 CRUSHED

OR GRATED LIMEROCK OR APPROVED EQUAL) COMPACTED TO 90% STANDARD

DENSITY

PLACE AGAINST UNDISTURBED

SOIL

PIPE EMBEDMENT SHALL EXTEND TO NOT LESS THAN 6" ABOVE THE TOP

OF THE PIPE OR THE CURRENT GROUND WATER LEVEL

D0.

13O

R 4

"MIN

.

6"

6"

D0.

25M

IN.

FINAL BACKFILL

PIPE EMBEDMENT MATERIAL SHALL BE ASTM CLASS II OR BETTER MATERIAL COMPACTED TO 90% STANDARD DENSITY TO NOT LESS THAN 6" ABOVE THE TOP OF THE PIPE.

PIPE BEDDING MATERIAL SHALL BE ASTM CLASS I MATERIAL (#67 CRUSHED OR GRATED LIMEROCK OR APPROVED EQUAL) COMPACTED TO 90% STANDARD DENSITY

PLACE AGAINST UNDISTURBED SOIL


PIPE EMBEDMENT- PRESSURE PIPE

FIGURE : G-7

GROUND WATER LEVEL (SEE NOTE

7)

SPRINGLINE

PIPE O.D. PLUS 24" FOR PIPES LESS THAN 18"

PIPE O.D. PLUS 32" FOR PIPES GREATER THAN 18"

12" O.D. OF 12" MIN. PIPE MIN.

6" MIN

.

4" FOR 4" - 24" PIPE 6" FOR 30" - 60" PIPE

'W'

PIPE O.D. PLUS 24" FOR PIPES LESS THAN 18"

PIPE O.D. PLUS 32" FOR PIPES GREATER THAN 18"

O.D. OF 12" MIN. 12"

PIPE MIN.

6" MIN

.

GROUND WATER LEVEL (SEE NOTE

7)

SPRINGLINE

ROADWAY SURFACES

ROADWAY SURFACES

4" FOR 4" - 24" PIPE 6" FOR 30" - 60" PIPE

'W'

FINAL BACKFILL CLEAN COARSE SAND (SEE NOTE 6)

INITIAL BACKFILL COARSE AGGREGATE (SEE NOTE 5)

HAUNCH (SEE NOTE 4)

BEDDING COARSE AGGREGATE (SEE NOTE 3)

FOUNDATION (SEE NOTE 2 IF REQUIRED)

UNDISTURBED SOIL

FINAL BACKFILL FINE SAND MATERIAL (SEE NOTE 6)

INITIAL BACKFILL CLEAN COARSE SAND (SEE NOTE 5)

HAUNCH (SEE NOTE 4)

BEDDING COARSE AGGREGATE (SEE NOTE 3)

FOUNDATION (SEE NOTE 2 IF REQUIRED)

UNDISTURBED SOIL

NOTES:

1. INSTALLATION: ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM D2321 AND MANUFACTURING INSTALLATION GUIDE.

2. FOUNDATION: UNSTABLE TRENCH BOTTOM MATERIAL AND / OR ROCK SHALL BE EXCAVATED TO A DEPTH SPECIFIED BY THE ENGINEER AND REPLACED WITH A SUITABLE MATERIAL PER THE ENGINEER REQUIREMENTS. IN LIEU OF OVER-EXCAVATION, THE DESIGN ENGINEER MAY SPECIFY THE USE OF GEOTEXTILE TO STABILIZE THE TRENCH BOTTOM.

3. BEDDING: SUITABLE MATERIAL SHALL BE ASTM CLASS I (#67 CRUSHED OR GRATED LIMEROCK). MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4" - 24" DIAMETER PIPE, AND 6" FOR 30" - 60" DIAMETER PIPE, AND MECHANICALLY COMPACTED TO 95% STANDARD DENSITY.

4. HAUNCH: SUITABLE MATERIAL SHALL BE ASTM CLASS I (#67 CRUSHED OR GRATED LIMEROCK). HAND FILL VOIDS AND COMPACT TO 90% STANDARD DENSITY.

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE ASTM CLASS I (#67 CRUSHED OR GRATED LIMEROCK ROADWAY SURFACES AND CLASS II OR BETTER FOR UNIMPROVED SURFACES). INITIAL BACKFILL SHALL BE INSTALLED IN 6" LIFTS AND MECHANICALLY COMPACTED TO 95% STANDARD DENSITY. INITIAL BACKFILL SHALL EXTEND TO NOT LESS THAN 6" ABOVE THE TOP OF THE PIPE.

6. FINAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS III OR BETTER FOR UNIMPROVED SURFACES AND INSTALLED PER TYPICAL PIPE INSTALLATION DETAIL. SUITABLE MATERIAL SHALL BE ASTM CLASS II OR BETTER FOR ROADWAY SURFACES AND INSTALLED PER DETAIL.

7. WET TRENCHES: SUITABLE MATERIAL SHALL BE ASTM CLASS I (#67 CRUSHED OR GRATED LIMEROCK). BACKFILL SHALL BE INSTALLED IN 6" LIFTS AND MECHANICALLY TAMPED TO 90% MAXIMUM DENSITY AND SHALL EXTEND TO NOT LESS THAN 6" ABOVE THE TO OF THE PIPE OR TO THE CURRENT GROUND WATER LEVEL.

8. MINIMUM COVER: FOR ALL H-25 TRAFFIC BEARING APPLICATIONS, A MINIMUM COVER OF 12" IS REQUIRED FOR 4" - 48" DIAMETER PIPE, AND 24" FOR 60" DIAMETER PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE RIGID PAVEMENT SECTION OR TO THE BOTTOM OF FLEXIBLE PAVEMENT SYSTEM.

PIPE EMBEDMENT - GRAVITY SEWER PIPE N.T.S


PIPE EMBEDMENT-GRAVITY SEWER PIPE FIGURE : G-8

6"

6" MIN. "D"

MIN. * UNSHEETED

TRENCH

* SHEETED TRENCH

10" MIN. *

6" MIN.

* "D"

4"M

IN.

6" 6"

MIN

. M

IN.

SHEETED TRENCH UNSHEETED

TRENCH

10" MIN. *

D" 6"

MIN. *

NOTES: 1. (*): 12" MAX. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. USE OF CONCRETE ARCH, HALF ENCASEMENT, OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY.

* SEE NOTE 1 (TYPICAL)

SHEETING

2,500 P.S.I. CONCRETE

SPRING LINE BEDDING ROCK

UNDISTURBED EARTH

SHEETING UNDISTURBED 2,500 P.S.I.

CONCRETE EARTH

SIDES CAN BE FORMED

CONCRETE ARCH

FULL ENCASEMENT

6"M

IN.

D

D

--

4 2

SIDES CAN BE FORMED

SPRING LINE

2,500 P.S.I. CONCRETE

UNDISTURBED EARTH

CRADLE OR HALF ENCASEMENT

CONCRETE ARCH & ENCASEMENT N.T.S.

SPRING LINE


CONCRETE ARCH AND ENCASEMENT

FIGURE : G-9

NOTES: 1. PVC PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE

(10 GAUGE COPPER) CAPABLE OF DETECTION BY A CABLE LOCATORAND SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE.

2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOXAND BE CAPABLE OF EXTENDING 24" ABOVE TOP OF BOX IN SUCH AMANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION.

3. ALL SPLICES SHALL BE MADE USING A WATER-TIGHT SEALINGMETHOD APPROVED BY THE CITY.

METALLIC LOCATING WIRE

PVC WATER MAINOR FORCE MAIN

METALLIC LOCATION WIRE

LOCATING WIRE


LOCATING WIRE

FIGURE : G-10

4"-6

"

4"-6

" FINISHED GRADE

- - - - - - - -

- - - - - - - -

- - - - - - - -

- - - - - -

- - - - - -

- - - -

- - - -

- -

- -

- - - - - -

- - - - - -

- - - -

- - - -

- -

- -

PIPE JOINT RESTRAINT TABULATION - WATER MAIN (ALL RESTRAINT JOINT LENGTHS SHOWN ARE IN FEET)

SOURCE: EBAA RESTRAINT JOINT CALCULATOR v7.1.2

HORIZONTAL BENDS

EVERY JOINT WITHIN THE LENGTH SPECIFIED BELOW (IN FEET) SHALL BE RESTRAINED ON BOTH SIDES OF THE FITTING

DEAD 90 Deg.

PIPE SIZE 45 Deg. 22.5 Deg. 11.25 Deg. ENDSAND TYPE

17 7 4 2 363" PVC

4" PVC 18 8 4 2 39 6" PVC 25 11 5 3 55 8" PVC 33 14 7 4 72

10" PVC 39 16 8 4 87 12" PVC 45 19 9 5 102 14" PVC 52 22 11 6 119 16" PVC 57 24 12 6 131 18" PVC 63 26 145 20" PVC

13 7

68 29 14 7 159 24" PVC 79 33 16 8 185

SMALLER PIPE 3" 6" 8" 10" 16" 18" 20"4" 12" 14"SIZE 3" - -

RED

UC

ER(L

ARG

ER P

IPE

RES

TRAI

NT) 4" 13 -

6" 37 29

59 528" 31 -

10" 76 71 53 29

12" 93 89 74 54 30 -

14" 111 107 95 78 57 31

16" 124 121 111 96 78 56 30 -

18" 139 136 127 114 98 79 56 30

20" 154 151 143 131 117 100 79 56 30 -

BRANCH SIZE 3" 4" 6" 8" 10" 12" 14" 16" 18" 20"

3" 18 - - - - - - - - -

4" 12 21 - - - - - - - -

TEE

(BR

ANC

H R

ESTR

AIN

T) 6" 1 12 37 -

8" 1 3 31 54

10" 1 1 24 49 68 -

12" 1 1 18 44 64 83

14" 1 1 11 39 60 80 100 -

16" 1 1 3 33 55 76 96 112

18" 1 1 1 27 50 72 93 109 125 -

20" 1 1 1 21 45 68 89 106 122 139

NOTES : 1. TEST PRESSURE=150 PSI, SOIL GROUP=SM, TRENCH TYPE=3, DEPTH=3, SAFETY FACTOR=1.5; ACTUAL FIELD CONDITIONS MAY VARY 2. RESTRAINED LENGTHS FOR VERTICAL OFFSETS MUST BE INDIVIDUALLY CALCULATED. 3. MINIMUM PIPE LENGTH ALONG TEE RUN=5FEET OR LARGER. 4. ALWAYS ROUND UP PARTIAL LENGTHS TO THE NEXT PIPE JOINT. 5. ALL VALVES AND FITTINGS SHALL BE RESTRAINED TO THE CONNECTING SECTIONS OF PIPE. 6. ALL VALVES MUST BE PROPERLY ANCHORED OR RESTRAINED TO RESIST A 150 PSI TEST PRESSURE IN EITHER DIRECTION. 7. IF THE TEE BRANCH DIAMETER IS LARGER THAN THE RUN DIAMETER, THE ENGINEER OF RECORD MUST SPECIFY THE RESTRAINT LENGTHS.

REQUIRED LENGTH OF RESTRAINED JOINT PVC PIPE


PVC THRUST RESTRAINT DETAILS

FIGURE : G-11

- - - - - - - -

- - - - - - - -

- - - - - - - -

- - - - - -

- - - - - -

- - - -

- - - -

- -

- -

- - - -

- - - -

- - - -

- - - -

- -



HORIZONTAL BENDS


PIPE SIZE DEAD 90 Deg. 45 Deg. 22.5 Deg. 11.25 Deg. ENDSAND TYPE

12 5 3 2 21

4" PVC

3" PVC

15 6 25 6" PVC

3 2

20 9 4 2 36 8" PVC 26 11 6 3 46

10" PVC 31 13 7 4 56 12" PVC 36 15 8 4 65 14" PVC 41 17 9 4 74 16" PVC 46 19 10 5 84 18" PVC 50 21 10 5 92 20" PVC 55 23 11 6 101 24" PVC 63 27 13 7 118

SMALLER PIPE 3" 6" 8" 10" 16" 18" 20"4" 12" 14"SIZE 3" - -

RED

UC

ER(L

ARG

ER P

IPE

RES

TRAI

NT) 4" 8 -

6" 24 19

8" 38 34 20 -

10" 49 45 34 19

12" 60 57 48 35 20 -

14" 69 67 59 48 35 19

16" 79 77 71 61 50 36 19 -

18" 89 87 81 73 63 50 36 19

20" 98 96 91 84 75 64 51 36 19 -

BRANCH SIZE 3" 4" 6" 8" 10" 12" 14" 16" 18" 20"

3" 10 - - - - - - - - -

4" 7 14 - - - - - - - -

TEE

(BR

ANC

H R

ESTR

AIN

T) 6" 1 8 24 - - -

8" 1 2 20 35 - -

10" 1 1 16 31 43 -

12" 1 1 11 28 41 53

14" 1 1 7 25 38 51 62 -

16" 1 1 2 21 35 48 60 71 - -

18" 1 1 1 17 32 46 58 69 80 -

20" 1 1 1 13 29 43 56 67 78 88

NOTES : 1. TEST PRESSURE=150 PSI, SOIL GROUP=SM, TRENCH TYPE=3, DEPTH=3, SAFETY FACTOR = 1.5; ACTUAL FIELD CONDITIONS MAY VARY 2. RESTRAINED LENGTHS FOR VERTICAL OFFSETS MUST BE INDIVIDUALLY CALCULATED. 3. MINIMUM PIPE LENGTH ALONG TEE RUN=5FEET OR LARGER. 4. ALWAYS ROUND UP PARTIAL LENGTHS TO THE NEXT PIPE JOINT. 5. ALL VALVES AND FITTINGS SHALL BE RESTRAINED TO THE CONNECTING SECTIONS OF PIPE. 6. ALL VALVES MUST BE PROPERLY ANCHORED OR RESTRAINED TO RESIST A 150 PSI TEST PRESSURE IN EITHER DIRECTION. 7. IF THE TEE BRANCH DIAMETER IS LARGER THAN THE RUN DIAMETER, THE ENGINEER OF RECORD MUST SPECIFY THE RESTRAINT LENGTHS.

REQUIRED LENGTH OF RESTRAINED JOINT DUCTILE IRON PIPE


DIP THRUST RESTRAINT DETAILS

FIGURE : G-12

- - - - - - - -

- - - - - - - -

- - - - -

- - - - - -

- - - - - -

- - - -

- -

- -

- - - - - -

- - - -

- - - -

- - - -

- -



HORIZONTAL BENDS


DEADPIPE SIZE 45 Deg.90 Deg. 22.5 Deg. 11.25 Deg. ENDSAND TYPE

18 8 4 2 483" PVC

4" PVC 21 9 58 6" PVC

5 3

29 12 6 3 82 8" PVC 38 16 8 4 107

10" PVC 45 19 9 5 128 12" PVC 53 22 11 6 151 14" PVC 59 25 12 6 171 16" PVC 66 28 14 7 193 18" PVC 73 30 15 8 213 20" PVC 79 33 16 8 234 24" PVC 91 38 18 9 272

SMALLER PIPE 3" 4" 6" 8" 10" 12" 14" 16" 18" 20"SIZE 3" - -

RED

UC

ER(L

ARG

ER P

IPE

RES

TRAI

NT) 4" 19 -

6" 55 42 - - -

8" 87 77 45 -

10" 112 104 79 43

-12" 137 131 110 80 45

14" 160 155 137 112 81 44 - -

16" 183 178 163 141 115 82 44 -

18" 204 200 186 167 144 116 82 44 - -

20" 226 222 210 193 172 147 117 82 44 -

BRANCH SIZE 3" 4" 6" 8" 10" 12" 14" 16" 18" 20"

3" 22 - - - - - - - - -

4" 16 31 - - - - - - - -

TEE

(BR

ANC

H R

ESTR

AIN

T) 6" 1 18 54 -

8" 1 5 45 79 - -

10" 1 1 36 72 100 -

12" 1 1 26 64 94 122

14" 1 1 15 56 87 117 143 -

16" 1 1 4 48 81 112 138 164 - -

18" 1 1 1 39 74 106 133 160 184 -

20" 1 1 1 30 67 100 128 155 180 204

NOTES : 1. TEST PRESSURE=150 PSI, SOIL GROUP=SM, TRENCH TYPE=3, DEPTH=3, SAFETY FACTOR=1.5 2. RESTRAINED LENGTHS FOR VERTICAL OFFSETS MUST BE INDIVIDUALLY CALCULATED. 3. MINIMUM PIPE LENGTH ALONG TEE RUN=5FEET OR LARGER. 4. ALWAYS ROUND UP PARTIAL LENGTHS TO THE NEXT PIPE JOINT. 5. ALL VALVES AND FITTINGS SHALL BE RESTRAINED TO THE CONNECTING SECTIONS OF PIPE. 6. ALL VALVES MUST BE PROPERLY ANCHORED OR RESTRAINED TO RESIST A 150 PSI TEST PRESSURE IN EITHER DIRECTION. 7. IF THE TEE BRANCH DIAMETER IS LARGER THAN THE RUN DIAMETER, THE ENGINEER OF RECORD MUST SPECIFY THE RESTRAINT LENGTHS.

REQUIRED LENGTH OF RESTRAINED JOINT DUCTILE IRON PIPE (POLY-WRAPPED)


POLY WRAPPED DIP THRUST RESTRAINT DETAILS

FIGURE : G-13

L (FT.)

MAX. H

H/2

UN

DIS

TUR

BED

ED

GE

OF

SOIL

(TYP

.) C

RO

SSC

UT

WO

OD

FO

RM

BO

ARD

S BE

HIN

DBE

LL S

HAL

L N

OT

INTE

RFE

RE

WIT

H J

OIN

T (T

YP.)

CO

NC

RET

E TH

RU

STTH

RU

ST

BLO

CK

(TYP

.)

UN

DIS

TUR

BED

TREN

CH

EDG

E O

F TH

RU

ST B

LOC

KFI

TTIN

G

SOIL

(TYP

.)AR

EA (S

Q. F

T.)

(TYP

.) C

ON

CR

ETE

THR

UST

BLO

CK

TYPI

CAL

SEC

TIO

N

PLAN

SEC

TIO

N A

-A

SEC

TIO

N B

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TYPI

CAL

TH

RU

ST B

LOC

K D

ETAI

L FO

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END

S TY

PIC

AL T

HR

UST

BLO

CK

DET

AIL

FOR

TEE

S

THR

UST

BLO

CKS

- U

NR

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AIN

ED P

IPE

CO

NN

ECTI

ON

SN

.T.S

.

B B

A A

L (F

T.)

18"

MIN

.

L (F

T.)

H (FT.)

* SEE

TYP

ICAL

TH

RU

ST B

LOC

K AR

EA T

ABLE

FO

R S

OIL

BEA

RIN

G A

REA

NO

TES:

1.

LOC

ATIO

N O

F TH

RU

ST B

LOC

K IN

STAL

LATI

ON

SH

ALL

BE D

ETER

MIN

ED IN

TH

E FI

ELD

3.

CO

NC

RET

E TH

RU

ST B

LOC

K SI

ZE T

O S

UIT

AC

TUAL

SO

IL C

ON

DIT

ION

S IN

TH

E FI

ELD

. SEE

TAB

LEFO

R M

INIM

UM

TH

RU

ST B

LOC

K AR

EA

1. T

HR

UST

BLO

CK

BEAR

ING

AR

EAS

SHAL

L BE

PO

UR

ED A

GAI

NST

UN

DIS

TUR

BED

MAT

ERIA

L. W

HER

ETR

ENC

H W

ALL

HAS

BEE

N D

ISTU

RBE

D, E

XCAV

ATE

ALL

LOO

SE M

ATER

IAL

AND

EXT

END

TO

UN

DIS

TUR

BED

MAT

ERIA

L.2.

EXT

END

TH

RU

ST B

LOC

K TH

E FU

LL L

ENG

TH O

F FI

TTIN

GS.

JO

INTS

SH

ALL

NO

T BE

CO

VER

ED B

YTH

RU

ST B

LOC

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ITTI

NG

S SH

ALL

BE P

RO

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UST

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3. R

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GH

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FO

RM

S SH

ALL

BE U

SED

ALO

NG

SID

ES O

F TH

RU

ST B

LOC

KS, A

S R

EQU

IRED

.4.

TH

RU

ST B

LOC

KS S

HAL

L BE

USE

D IN

CO

MBI

NAT

ION

, AS

REQ

UIR

ED, T

O S

UIT

TH

E SP

ECIF

IC F

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NG

ARR

ANG

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T.5.

ALT

ERN

ATE

DES

IGN

ED R

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ING

SYS

TEM

S SH

ALL

BE P

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VID

ED W

HER

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TH

RU

STBL

OC

KIN

G IS

NO

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LE A

ND

/OR

SO

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ESIS

TAN

CE

BEAR

ING

IS L

ESS

THAN

1,5

00 p

sf.

6. A

LL W

OO

D B

LOC

KIN

G S

HAL

L BE

PR

ESSU

RE

TREA

TED

WIT

H P

RES

ERVA

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.

OFF

SET

(AS

REQ

'D)

TREN

CH

WID

TH

TYPI

CAL

TH

RU

ST B

LOC

K AR

EA @

150

PSI

, SO

IL B

EAR

ING

PRES

SUR

E O

F 15

00 P

SF, F

.S. =

1.5

INSI

DE

DIA

. TE

ES, D

EAD

PIPE

LIN

E IN

90

° BEN

DS

221 2°

BEN

DS

INC

HES

EN

DS,

OR

45°

BEN

DS

4"

2.7

2.0

.75

6"

6.0

4.2

1.7

8"

10.7

7.

5 3.

0 10

" 16

.7 1

1.9

4.7

12"

24.0

17

.0

6.6

16"

42.6

30

.2

11.7

18

" 54

.0

38.1

14

.9

20"

66.6

47

.1

18.5

24

" 96

.0

67.8

26

.6

30"

150

10

6 41

.4

WO

OD

FO

RM

BO

ARD

S BE

HIN

DBE

LL S

HAL

L N

OT

INTE

RFE

RE

WIT

H J

OIN

T (T

YP.)

CO

NC

RET

E TH

RU

STBL

OC

K (T

YP.)

UN

DIS

TUR

BED

SOIL

(TYP

.) MEC

HAN

ICAL

JOIN

T

H (FT.)


THRUST BLOCKS

FIGURE : G-14

45°

L

45°

SEE

CO

NC

RET

E D

EAD

EN

DAN

CH

OR

BLO

CK

DET

AIL.

MEC

HAN

ICAL

JO

INT

RET

AIN

ER G

LAN

D

10' (

MIN

.)

3'-0

" ±

22 1

/2°,

45° O

R90

° BEN

D

PLAN

ANC

HO

RAG

E O

F BE

ND

S W

HER

E TH

RU

STBL

OC

KS A

RE

NO

T D

ESIR

ED -

DEA

D E

ND

AN

CH

OR

S

FRO

NT

ELEV

ATIO

N

SID

E EL

EVAT

ION

DEA

D E

ND

AN

CH

OR

BLO

CK

- 6" P

IPE

AND

SM

ALLE

R

NO

. 4 B

ARS

REQ

'D. O

NLY

WH

ENW

ING

S C

UT

INTO

SID

E O

F TR

ENC

H.

PLU

G

WO

OD

FO

RM

ING

NO

T R

EQU

IRED

.U

SE S

AND

BAG

S O

R O

THER

APPR

OVE

D M

ETH

OD

S AS

REQ

UIR

ED.

PLU

G

3'-0

" ±

6" (M

IN.)

OR

DEE

PER

AS N

ECES

SAR

Y FO

RAD

DIT

ION

AL H

EIG

HT.

L + 12" (MIN.)

12"

MIN

.

CU

T IN

TO S

IDE

OF

TREN

CH

FOR

NEC

ESSA

RY

WID

TH.

WIN

GS

IN T

REN

CH

SID

EN

OT

REQ

'D. F

OR

6" &

8"

PIPE

S.

POU

R O

NU

ND

ISTU

RBE

DSO

IL

MIN

IMU

MTR

ENC

HW

IDTH

12"

9"

9"

(MIN

.) (M

IN.)

I.D.

(MIN

.)

H

9" I.D. 9"

12"

12"


DEAD END ANCHOR BLOCKS 6" PIPE OR SMALLER FIGURE : G-15

TRENCH LIMITS

18"

MIN

.

B

A 6"

#4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.)

TIE RODS INCLUDING NUTS AND WASHERS (SEE SCHEDULE BELOW)

4" x 4" x 1/2" BEARING PLATE MECHANICAL(TYP.) JOINTS

#4 BARS

C (6"MIN.)

D (4'-0" MIN.)

3" COVER

UNDISTURBED EARTH SEE TRENCH DETAILS

FOR PIPE BEDDING REQUIREMENTS

ENCASE TIE RODS IN 1-1/2" P.V.C. SLEEVE

NOTES:

1. ADDITIONAL REINFORCEMENT SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 2500 PSI. 3. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 4. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 5. DESIGN PRESSURE:______ P.S.I.*

SCHEDULE OF DIMENSIONS AND MATERIALS *

PIPE DIMENSIONS TIE RODS REQ'DSIZE

NO.(INCHES) A B C D DIA.

NOTE: THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF

LBS. PER SQ. FT. SOIL RESTRAINT BEARING. (1,500 MIN)

SEE NOTE 5 * TO BE COMPLETED BY ENGINEER.

WATER OR FORCE MAIN THRUST COLLAR N.T.S.


WATER OR FORCE MAIN THRUST COLLAR

FIGURE : G-16

HD

PE P

IPE

FRO

M IN

ITIA

L BO

RE

OPE

RAT

ION

WIL

L BE

CU

T O

FF A

S EX

ISTI

NG

GR

OU

ND

R

EQU

IRED

FO

R C

ON

NEC

TIO

N

(TYP

.)

BEN

D A

S R

EQU

IRED

* (T

YP.)

RED

UC

ER A

S R

EQU

IRED

TO

M

AIN

TAIN

INSI

DE

DIA

MET

ER

(TYP

.)

PVC

PIP

E (T

YP.)

HD

PE P

IPE

* TH

E C

ON

TRAC

TOR

SH

ALL

VER

IFY

AND

PR

OVI

DE

THE

DEG

REE

OF

BEN

D A

ND

DR

ILLI

NG

AN

GLE

REQ

UIR

ED. T

HE

HD

PE P

IPE

SHAL

L N

OT

BE D

EFLE

CTE

D T

O A

CH

IEVE

TH

IS

CH

ANG

E IN

DIR

ECTI

ON

.

BOTT

OM

OF

PIPE

, DIT

CH

OR

OBS

TRU

CTI

ON

TYP

ICAL

DIR

ECTI

ON

AL B

OR

E N

TS

VARIESSEE PROFILE

NO

TES:

1.

ALL

FIT

TIN

GS

AND

JO

INTS

ASS

OC

IATE

D W

ITH

TH

E D

IREC

TIO

NAL

BO

RE

SHAL

L BE

RES

TRAI

NED

. 2.

SIT

E PR

EP W

OR

K SH

ALL

BE IN

CLU

DED

IN C

OST

FO

R

DIR

ECTI

ON

AL B

OR

E.

3. A

LL P

OLY

ETH

YLEN

E PI

PIN

G S

HAL

L M

EET

CIT

Y O

F PA

NAM

A C

ITY

STAN

DAR

DS

AND

SPE

CIF

ICAT

ION

S


TYPICAL DIRECTIONAL BORE

FIGURE : G-17

WATER LEVEL VARIES

PIPE DIAMETER "D" VARIES

MIN. RADIUS "R" MIN. RADIUS "R"

4'-0" MINIMUM

MIN. RADIUS "R"MIN. RADIUS "R"

DISTANCE VARIES

MIN. RADIUS FOR PE PIPE IN FEET

MIN. RADIUS "R" MIN. RADIUS "R" FOR SDR-11 FOR SDR-9 25 x PIPE O.D.* 20 x PIPE O.D.*

*BASED ON INFORMATION FROM THE PLASTIC PIPE INSTITUTE; USE THE PIPE MANUFACTURER'S MINIMUM RADIUS IF IT IS MORE STRINGENT.

NOTES: ALL POLYETHYLENE PIPING SHALL MEET CITY OF PANAMA CITY STANDARDS AND SPECIFICATIONS SDR-9, CLASS 200 FOR POTABLE WATER & RECLAIMED WATER SDR-11, CLASS 160 FOR SANITARY FORCE MAINS COLOR CODED BLUE FOR POTABLE WATER COLOR CODED PURPLE FOR RECLAIMED WATER COLOR CODED GREEN FOR SANITARY FORCE MAIN

DIRECTIONAL BORE CANAL CROSSING N.T.S.


DIRECTIONAL BORE CANAL CROSSING

FIGURE : G-18

MIN

. RAD

IUS

"R"

*10 X REAMER DIAMETER FOR FDOT RIGHT-OF-WAYS

MIN. RADIUS FOR PE PIPE IN FEET

MIN. RADIUS "R" MIN. RADIUS "R" FOR SDR-11 FOR SDR-9 25 x PIPE O.D.* 20 x PIPE O.D.*

*BASED ON INFORMATION FROM THE PLASTIC PIPE INSTITUTE; USE THE PIPE MANUFACTURER'S MINIMUM RADIUS IF IT IS MORE STRINGENT.

10 X PIPE DIAMETER* PIPE DIAMETER "D" VARIES

MIN. RADIUS "R" 3'-0" MIN. RADIUS "R"

MIN.

NOTES: ALL POLYETHYLENE PIPING SHALL MEET CITY OF PANAMA CITY STANDARDS AND SPECIFICATIONS SDR-9, CLASS 200 FOR POTABLE WATER & RECLAIMED WATER SDR-11, CLASS 160 FOR SANITARY FORCE MAINS COLOR CODED BLUE FOR POTABLE WATER COLOR CODED PURPLE FOR RECLAIMED WATER COLOR CODED GREEN FOR SANITARY FORCE MAIN

DIRECTIONAL BORE ROADWAY CROSSING N.T.S.

EXISTING BACK OF CURB

EXISTING PAVEMENT AND BASE EDGE OF

PAVEMENT

EXIST. DITCH


DIRECTIONAL BORE ROADWAY CROSSING

FIGURE : G-19

EXISTING BACK OF CURB

EXISTING PAVEMENT AND BASE EDGE OF

PAVEMENT EXIST. DITCH

VENT HOLE

STEEL CASING PIPE

CARRIER PIPE

(TYP.)

RESTRAINED JOINT ENDS OF CASINGS TOTHRU CASING BE SEALED

ACCORDING TO THE PLANS AND SPECIFICATIONS.

SPACERS SHALL BE BY THE PLANS AND SPECIFICATIONS. THE QUANTITY AND SPACING SHALL BE ACCORDING

STEEL CASING PIPE TO THE MANUFACTURER'S RECOMMENDATIONS, PLANS, AND SPECIFICATIONS (WHICHEVER IS MORE STRINGENT).

SEE PLAN FOR PIPE MATERIAL

4' 3' 2'-6"MIN. MIN. 6' MIN. MIN. A

A


JACK AND BORE UNDER PAVED ROADS

FIGURE : G-20

SECTION A-A

JACK AND BORE N.T.S.

NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10' BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6' BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. CASING PIPE JOINTS SHALL BE MADE BY USING A FULL CIRCUMFERENCE COMPLETE PENETRATION GROOVE WELD. 4. LARGER CASINGS, WITH THE OWNER'S APPROVAL, MAY BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER, FOR REASONS SUCH AS AVAILABILITY, LINE AND GRADE TOLERANCES, SOIL CONDITIONS, ETC.

CARRIER & CASING SIZE CARRIER 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" CASING 12" 14" 16" 18" 20" 24" 30" 30" 30" 36" CASING / WALL THICKNESS 0.250" 0.250" 0.250" 0.250" 0.250" 0.250" 0.312" 0.312" 0.312" 0.375"

NOTES:

CONCRETE COLLAR TO BE INCLUDED IN PRICE OF VALVE. CONCRETE SHALL BE 2,500 P.S.I. MINIMUM.

SPECIFY SERVICE (WATER, SEWER, ETC.)

VALVE BOX AND COVER

SLOPE TOP OF CONCRETE 1/4" OVERALL (TYP)

1 #3 BAR EACH WAY (4 TOTAL)

3000 PSI CONCRETE COLLAR

DRILL A 163 " HOLE, 42

1" FROM THE TOP OF THE VALVE BOX FOR TRACER WIRE TO PASS-THRU

AMERICAN TRENCH ADAPTER VALVE BOX OR APPROVED EQUAL

TRACE WIRE

PLAN

SECTION

VALVE AND VALVE BOX COLLAR N.T.S.

FIN. GROUND

KNOT

COIL ENOUGH WIRE TO EXTEND 24" ABOVE

GROUND

SPIRAL TRACE WIRE UP ON OUTSIDE OF THE

VALVE BOX

VALVE SIZE VALVE TYPE

SERVICE TYPE DIRECTION-NUMBER

OF TURNS

1. SEE SPECIFICATIONS FOR TECHNICAL REQUIREMENTS AND APPROVED GATE VALVES AND VALVE BOXES.

2. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 3. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO

COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE.


VALVE AND VALVE BOX COLLAR

FIGURE : G-21

AutoCAD SHX Text

12 GV WATER L-20

AutoCAD SHX Text

3" DIA. BRONZE DISC ANCHORED IN CONCRETE PAD STAMP AS REQUIRED

AutoCAD SHX Text

16 BV WATER L-20

VALVE COLLAR FINISHED GRADE(SEE VALVE COLLAR DETAIL G-21 )

3'-0" MIN

.

VALVE BOX PER THEBUTTERFLY DETAILS ANDVALVE SPECIFICATIONS

NOTES: 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. 3. THE ACTUATING NUT SHALL BE EXTENDED TO COME UP TO 24" BELOW FINISHED GRADE.

BUTTERFLY VALVE AND BOX N.T.S.


BUTTERFLY VALVE AND BOX

FIGURE : G-22

C L EXISTING MAIN PIPEUNDISTURBED EARTH

PROPOSED TAP PIPEM.J. BELL

PROVIDE TEST PLUG

3000 P.S.I. CONCRETE (SEE SHEET

SEE VALVE ANDM-4) BOX DETAIL

PROPOSED TAPPING PROVIDE SLEEVE TEST

PLUG

PROPOSED TAPPING VALVE

PROPOSED TAP PIPE

UNDISTURBED EARTH M.J.

BELL

3000 P.S.I. PROPERLY CONCRETE COMPACTED PIPE (SEE SHEET M-4) BEDDING MATERIAL

"B"

"B"

"D"

A A

PLAN

SECTION A-A

TAPPING SLEEVE AND VALVE BLOCKING N.T.S.

12" MIN.

FOR DIMENSIONS "B" AND "D" SEE THRUST BLOCK REQUIREMENTS

NOTES: 1.) NO CUTS SHALL BE MADE BEFORE: (A) A TEST ON THE SLEEVE AT 150 P.S.I. FOR 30 MINUTES IS MADE. (B) ALL FITTINGS TO BE WRAPPED WITH 24 MIL POLYETHYLENE AT THE THRUST BLOCK (C) ALL TAPS ARE TO BE MADE BY THE CITY OF PANAMA CITY UTILITIES DEPT. UNLESS OTHER ARRANGEMENTS ARE MADE. THE MATERIAL IS TO BE FURNISHED BY THE INFRASTRUCTURE CONTRACTOR. 2.) ALL TAPS MUST BE OF A SMALLER SIZE THAN THE MAIN BEING TAPPED & PLACED NO CLOSER THAN 30" OR A DISTANCE EQUAL TO ONE (1) MAIN PIPE DIAMETER PLUS TWO (2) TAP PIPE DIAMETERS (WHICHEVER IS LARGER) FROM A JOINT OR FITTING. 3.) CONTRACTOR TO SUPPLY A DRY HOLE FOR TAPPING CREW TO WORK AND A BACK-HOE TO LOWER MACHINE INTO HOLE.


TAPPING SLEEVE AND VALVE BLOCKING

FIGURE : G-23

WATER VALVE

___' OFFSET

4'-0

" 4'

-0"

41"GALV. BOLT WITH WASHER (TYP.)

1 21" HIGH LETTERS

VARIES. TO BE VERIFIED AND STAMPED IN THE FIELD

EXISTING GROUND

NOTES:

1. SIGN SHALL BE 14"x20" - 0.032" ALUMINUM WITH SMOOTH ROUNDED CORNERS, 1/4" PREPUNCHED MOUNTING HOLES. LETTERS SHALL BE WHITE ACRYLIC WITH UV-RESISTANT INK, SIZED AS SHOWN, ON BLUE BAKED ENAMEL BACKGROUND, AS MANUFACTURED BY LAB SAFETY SUPPLY INC. 401 S. WRIGHT RD. JANESVILLE, WI 53546, (608) 754-2345 OR EQUAL. POST SHALL BE HEAVY DUTY STAINLESS STEEL POSTS WITH GREEN BAKED ENAMEL FINISH, MINIMUM 9' LENGTH.

2. EXACT LOCATION OF SIGNS SHALL BE DETERMINED IN THE FIELD.

TYPICAL VALVE MARKER N.T.S


TYPICAL VALVE MARKING

FIGURE : G-24

12' 12'

5' 5'

UTIL.

UTIL.

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EASM

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30' 30'

60' RIG

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2'

4'

2' 4'

4' 2'

2' 4'

4' 2'

4'

2'

GP

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GP

PH

PH

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A W

M

SM

4'SID

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4'

(TYP.) 2'-6"

12" 5'

6' 2'-6"

2' 12"

2'

TYPI

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60' R

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SM -

SEW

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EG

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ASC

A - C

ABLE

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TIES

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HAV

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R.


TYPICAL UTILITY LOCATIONS 60' ROW

FIGURE : G-25

· · · ·

ADD

ING

TYP

E F

CU

RB

& G

UTT

ER

N.T

.S.


ADDING TYPE F CURB AND GUTTER

FIGURE : G-26

AutoCAD SHX Text

NEW CONCRETE CURB & GUTTER

AutoCAD SHX Text

REMOVE ASPHALT & BASE CONSTRUCT FORM BOARD SET TO ALLOW " ASPHALT LIP (SEE FDOT INDEX 520-001 2 OF 2). 14" ASPHALT LIP (SEE FDOT INDEX 520-001 2 OF 2). REMOVE FORM BOARD AND SUPPORT WHEN CURB IS SET.

AutoCAD SHX Text

SAWCUT EXISTING PAVEMENT. MAINTAIN STRAIGHT & CLEAN LINE.

AutoCAD SHX Text

FILL & COMPACT FULL DEPTH ASPHALT

AutoCAD SHX Text

98% MAX. DENSITY AASHTO T-180 TYPE B STABILIZATION LBR 40

AutoCAD SHX Text

EXISTING LIMEROCK BASE

AutoCAD SHX Text

EXISTING ASPHALTIC CONCRETE SURFACE

SPECIAL NOTES: 1. CONTRACTOR SHALL EXCAVATE AND VERIFY THE EXISTING WATER MAIN LOCATIONS AND SIZE PRIOR TO

SCHEDULING WATER OUTAGE FOR CONNECTION. 2. CONTRACTOR SHALL CUT AND REMOVE ASPHALT ROADWAYS AS NECESSARY TO INSTALL NEW WATER MAINS,

WATER SERVICE LINES AND OTHER REQUIRED UTILITY IMPROVEMENTS. 3. ALL ROADWAYS AND DRIVEWAYS SHALL BE COMPACTED AND MAINTAINED DURING CONSTRUCTION SO RESIDENCE

CAN HAVE ACCESS AT ALL TIMES. ALL TEMPORARY STABILIZATION SHALL BE SMOOTH AND LEVEL. 4. PIPE TESTING SHALL BE PERFORMED WITHIN IN ONE WEEK OF COMPLETING UTILITY IMPROVEMENTS IN ANY

SECTION. SEE TEST SCHEDULE FOR MORE REQUIREMENTS. 5. ALL ROADWAY, DRIVEWAY AND SIDEWALK RESTORATION SHALL BE COMPLETED WITHIN ONE WEEK OF SUCCESSFUL

PIPE TESTING IN ANY SECTION. 6. ALL DISTURBED YARD AND GRASSED AREAS SHALL BE SODDED WITH ZOYSIA. 7. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING DAMAGED SECTIONS OF CONCRETE CURB. 8. COST FOR ALL NECESSARY REMOVAL AND REPLACEMENT OF DRIVEWAYS, SIDEWALKS, AND CURBS SPECIFIED ON

CONSTRUCTION DRAWINGS SHALL BE INCLUDED IN LUMP SUM BID PRICE FOR EACH SECTION. 9. CONTRACTOR SHALL REMOVE AND REPLACE ALL TREES, SHRUBS AND IRRIGATION DAMAGED DURING

CONSTRUCTION. CONTRACTOR SHALL SUBMIT A WORK CHANGE DIRECTIVE PRIOR TO CONSTRUCTION FOR ANY ADDITIONAL COST FOR WORK REQUIRED IN LANDSCAPED AREAS.

10. CONTRACTOR SHALL PROVIDE FITTINGS AS NECESSARY TO MAINTAIN WATER MAIN SEPARATION REQUIREMENTS. CONTRACTOR SHALL RESTRAIN ALL WATER MAINS JOINTS WHERE 6' HORIZONTAL SEPARATIONS CANNOT BE MAINTAINED BETWEEN EXITING SEWER AND STORMWATER UTILITIES.

11. CONTRACTOR SHALL COMPLETE WATER SERVICE CONNECTIONS TO EXISTING METERS AFTER NEW WATER MAINS HAVE BEEN CERTIFIED AND PLACED INTO SERVICE.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY OWNER TO STABILIZE POWER POLES AS THEY ARE ENCOUNTERED THROUGHOUT THE ENTIRE PROJECT.

13. REMOVAL AND REPLACEMENT OF EXISTING DRIVEWAYS AND DRIVEWAY CULVERTS SHALL BE INCLUDED IN THE BID PRICE. NEW DRIVEWAYS SHALL MATCH EXISTING MATERIALS.

14. REMOVAL AND REPLACEMENT OF EXISTING SIGNS, MAILBOXES, SODDING, IRRIGATION, LANDSCAPING, STRUCTURES, ETC. SHALL BE INCLUDED IN THE BID PRICE.

15. COMPACTION TESTING SHALL BE PERFORMED AT EACH ROADWAY CUT FOR SERVICE LATERALS AND PER FDOT SPECIFICATIONS FOR ROAD RECONSTRUCTION AND SHALL BE INCLUDED IN THE BID PRICE.

16. BASE AND BACKFILL MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED, OR OF EQUAL OR GREATER STRUCTURAL ADEQUACY. MATERIALS CONTAMINATED WITH DELETERIOUS SUBSTANCES DURING EXCAVATION SHALL NOT BE USED FOR FILL.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING UTILITIES INCLUDING RECONNECTING ALL WATER AND SEWER SERVICES DAMAGED/BROKEN DURING THE INSTALLATION ON ALL PROPOSED UTILITIES AND OTHER IMPROVEMENTS, WITH NO ADDITIONAL COST TO THE OWNER.

18. THE CONTRACTOR SHALL AVOID OR MINIMIZE THE DISTURBANCE OF EXISTING TREES DURING THE INSTALLATION OF ALL WATER MAINS AND OTHER PROPOSED IMPROVEMENTS WITHIN THE RIGHT OF WAYS AND EASEMENTS. IF TREES ARE DAMAGED OR REQUIRED TO BE MOVED, THEY SHALL BE REPLACED WITH TREES OF SIMILAR SIZE AND SPECIES WITH NO ADDITIONAL COST TO THE OWNER. IF APPLICABLE, THE CONTRACTOR MAY USE THE DIRECTIONAL BORE (FOR PRESSURE PIPE) OR JACK AND BORE (FOR GRAVITY PIPE) METHODS IN LIEU OF OPEN CUTTING TO AVOID IMPACTS AT CONTRACTORS EXPENSE.

19. THE CONTRACTOR SHALL DIRECTIONAL BORE AND INSTALL HDPE PIPE UNDER ROADWAYS, DRIVEWAYS, DITCH CROSSINGS, ETC. AS SHOWN ON THE PLANS. CONTRACTOR SHALL DETERMINE NECESSARY HDPE PIPE LENGTHS, BORE ENTRY/ EXIT POINTS AND BORE PITS TO COMPLETE DIRECTIONAL BORE INSTALLATIONS.

20. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING WATER MAINS AND SERVICE LINES EXCAVATED DURING THE INSTALLATION OF THE PROPOSED WATER SYSTEM IMPROVEMENTS. ALL ABANDONED SECTIONS OF NON-EXCAVATED EXISTING WATER MAIN SHALL BE FLOWABLE FILLED. ALL DEMOLITION AND FLOWABLE FILL WORK SHALL BE INCLUDED IN THE BID PRICE.

21. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A MAINTENANCE OF TRAFFIC PLAN PRIOR TO COMMENCEMENT OF CONSTRUCTION. SIGNAGE SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE INCLUDED IN THE BID PRICE.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BY-PASS PUMPING AND SHALL BE INCLUDED IN THE BID PRICE. 23. CONTRACTOR SHALL PROVIDE DE-WATERING AS NECESSARY FOR THE INSTALLATION OF ALL PROPOSED

IMPROVEMENTS. ALL DE-WATERING SHALL BE INCLUDED IN THE BID PRICE. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NPDES PERMIT AND MAINTAINING THE SILT FENCE,

INLET PROTECTION, AND ANY OTHER EROSION CONTROL NECESSARY IN THE NPDES PERMIT GUIDELINES. 25. THE CONTRACTOR SHALL VIDEO THE ENTIRE ROUTE PRIOR TO CONSTRUCTION AND PROVIDE A COPY TO THE

ENGINEER PRIOR TO CONSTRUCTION. 26. DEMOLITION NOTE: ALL EXISTING WATER/SEWER UTILITIES TO BE ABANDONED MUST BE CAPPED IN THE PRESENCE

OF PANAMA CITY STAFF. THE GRAVITY MAIN IN THE PUBLIC RIGHT-OF-WAY ADJACENT TO THE PROPERTY MUST BE VIDEO TAPED AND A COPY SUBMITTED TO THE CITY OF PANAMA CITY FOR VERIFICATION OF EXISTING SERVICE LOCATIONS PRIOR TO DEMOLITION.


PUBLIC ROW UTILITY CONSTRUCTION NOTES FIGURE : G-27

PANAMA CITY, FLORIDA STANDARD DETAILS

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