8028_c3v8.pdf

L O

U

IS

IA

N A

V

E

N

TA 79

0 10 10 20FT

SCALE: 1''= 10'

MOVE TO NEW LOCATION

EXISTING TANK.

N E

W

G

S

I

X I

S T I

N E x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

NEW TA 79 WAREHOUSE

PROJECT NO:

DRAWING NO:

SHEET OF

DATE

SCALE

D E

S I

G N

E D

D R

A W

N

C H

E C

K E

D

S U

B M I

T T

E D

A P

P R

O V

E D

D A

T E

D P

W F

O R

T

O N

A

D

O

M

S S

O U

R I

D A

T E

D E

S C

R I

P T I

O N

M A

D E

A P

P R

D

R E

V I

S I

O N

S

L v

O f

D I

R E

C T

O R

A

F

P U

B L

C

R K

S

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

ˆ" = 1'

B

S H

S H

S H

J

L E

S

14 OCT 15

C.0004528

HDC 03268-5J

C3

G

B E

R

E N

G

PP

PP

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

MIN. 10 FT FROM THE FENCE

NEW TANK LOCATION

TURF

TA 79 WAREHOUSE

TA 79 WAREHOUSE

BLDG 2136

TURF

ASPHALT PAVEMENT

ASPHALT PAVEMENT

ELECTRIC S

ERVICE

TURF

C U

T T

E R

LINE UNDER IMPROVEMENTS.

AFTER THE VALVE. REMOVE

WATER VALVE. CAP 3" LINE

U T I

L I

Y

P

A N

SEE ELECTRICAL PLAN

POLE T.B.M.

E X I S

T I

N E

OUTSIDE OF THE FENCE

GUY TO BE MOVED

C900 CLASS 235.

NEW 6" WATER LINE

T.B.M. OUTSIDE OF FENCE.

EXISTING TANK AND 6 BOLLARDS

SEE DETAILS SHT C6.

INSTALL CONCRETE BLOCKING.

TAPPING SLEEVE AND VALVE.

WATER LINE SHALL HAVE A

INVERT 94.72

TO ELEV. 99.14

EXISTING MANHOLE

COLLAR (TYP)

W/ CONCRETE

6" CLEAN-OUT

NOTES:

ADDITIONAL TANK FOR NEW BLDG.

FORM THE FENCE. PROVIDE ONE

NEW TANK LOCATION MIN 10 FT

xxxx x x x x x

TURF

SEWER MANHOLE

S E

W

N E

T Y P

BOTH SIDES OF BLDG. DETAIL 15 SHT C7

CONNECT ALL BLDG DOWNSPOUTS ON

6" SDR 35 SOLID DRAIN PIPE.

TO DAYLIGHT

110 FT. OF 6" SOLID SDR 35 DRAIN PIPE

GUY

THRUST BLOCK

TELECOMMUNICATION POLETP

POWER POLEPP

TEMPORARY CONTROL POINTT.C.P.

TO BE REMOVEDT.B.R.

TO BE MOVEDT.B.M.

SHEETSHT

O.C.E.W-ON CENTER EACH WAY

FEETFT.

ELEVATIONELEV.

BUILDINGBLDG

CURB AND GUTTER

EDGE OF HARD SURFACE/ROAD

NEW FENCE

EXISTING FENCE

NEW WATER

EXISTING WATER

NEW SEWER

EXISTING SEWER

NEW GAS LINE

EXISTING GAS LINE

LEGEND

THE POST SPACED 4FT APART.

PLACE 10 BOLLARDS AROUND

MIN. 40 FT FROM THE BLDG.

NEW POST INDICATOR VALVE

SPECIFICATIONS. FINAL GRADES TO MATCH GRADING PLAN SHT C4.

10. ALL TURF AREAS DISTURBED BY THE CONTRACTOR, EXCEPT AS NOTED, SHALL BE SEEDED AND MULCHED ACCORDING TO

INVERT TO PROVIDE A SMOOTH PLASTERED SURFACE FOR PROPERLY CHANNELED DRAINAGE FROM THE NEW CONNECTION.

FLUSHED WITH THE INNER WALL SURFACE EXCEPT AS INDICATED. PROVIDE NECESSARY MODIFICATIONS TO THE EXISTING

PIPE SHALL BE SOLIDLY FILLED WITH MORTAR, AND NEATLY POINTED UP ON THE INSIDE TO PRESENT A SMOOTH JOINT, WHICH SHALL BE COMPLETELY COATED WITH MORTAR BEFORE SETTING THE PIPE, AFTER SETTING, ALL SPACES AROUND THE

TO AVOID UNNECESSARY DAMAGE TO THE MASONRY. ALL LOOSE MATERIAL SHALL BE REMOVED FROM THE CUT SURFACES, SPACE AROUND THE PIPE FOR BEDDING AND FILLING SOLIDLY WITH 1-3 CEMENT-SAND MORTAR. CARE SHALL BE USED

9. MANHOLE CONNECTION: A HOLE SHALL BE CUT IN THE MANHOLE WALL TO PERMIT INSERTING THE PIPE WITH 2" OF

EXCAVATIONS WHILE WORK IS NOT IN PROGRESS.

8. CONTRACTOR SHALL SUPPLY AND MAINTAIN HIGH VISIBILITY FENCING, FOUR FOOT HIGH, AROUND ALL OPEN TRENCHES OR

MAINTENANCE.

SEWER/WATER PIPES. THE THRUST BLOCKS SHALL BE PLACED SO AS TO ALLOW REMOVAL OF MECHANICAL JOINTS FOR FUTURE

7. CONCRETE THRUST BLOCKS SHALL BE PLACED ON THE OUTER SIDE OF ALL BENDS AND AT ALL CONNECTIONS IN

REPRESENTATIVE.

CONTRACTOR SHALL ENSURE ALL TRACER WIRE PASSES A CURRENT. RESULTS OF TESTS SHALL BE PROVIDED TO CONTRACTING

SNAKE PIT BY COPPERHEAD OR APPROVED EQUAL. AFTER INSTALLATION CURRENT SHALL BE PASSED THROUGH TRACER WIRE.

3 FEET INTO THE GROUND AND HAVE A CONCRETE COLLAR LOCATED AT FINISH GRADE. PROVIDE MAGNETIZED TRACER STATION, MINIMUM OF 3 FEET OF TRACER WIRE SHALL BE COILED INSIDE THE TRACER STATION. THE PIPE SHALL EXTEND AT LEAST

WITHIN 10 FEET OF ENTRY INTO BUILDINGS. TRACER STATIONS SHALL BE CONSTRUCTED OF 4 INCH PVC SCH 40 PIPE.

6. TRACER STATIONS SHALL BE INSTALLED ON ALL UTILITIES THAT REQUIRE TRACER WIRE AT TEES, VALVES, HYDRANTS, CIRCUIT AND TEST UNTIL TRACER WIRE WORKS IN ACCORDANCE WITH ITS INTENDED USE.

DEMONSTRATE THAT THE WIRE IS CAPABLE OF LOCATING THE PIPE. IF WIRE WILL NOT PASS CURRENT, LOCATE BREAK IN

STRAPS SUCH THAT WIRE REMAINS IN PLACE DURING EMBEDDING OF PIPE. CURRENT IS TO BE PASSED THROUGH THE WIRE TO

SECURE THE TRACER WIRE TO THE TOP OF THE PIPE, MINIMUM EVERY FIVE FEET WITH ADHESIVE TAPE OR PLASTIC TIE

TRACER WIRE SHALL RUN THE FULL LENGTH OF THE UTILITY LINE AND SHALL BE TERMINATED AT THE BUILDING AND DEAD-ENDS.

AFFIXED TO THE PIPE, AND EXTENDED UP AT RISERS AND EXPOSED IN VALVE BOXES, UTILITY STRUCTURES, ETC. THE

5. ALL UNDERGROUND NON-FERROUS WATER/SEWER PIPE SHALL HAVE NO. 12 AWG INSULATED COPPER TRACER WIRES PERMANENTLY

BEAR A CONTINUOUS PRINTED INSCRIPTION DESCRIBING THE UTILITY LINE.

MARKING AND LOCATING UNDERGROUND UTILITIES. TAPE COLOR TO BE GREEN FOR SEWER AND BLUE FOR WATER AND SHALL

OF 1750 PSI LENGTHWISE AND 1500 PSI CROSSWISE. THE TAPE SHALL BE OF A TYPE SPECIFICALLY MANUFACTURED FOR

POLYETHYLENE FILM, 6-INCHES WIDE WITH MINIMUM THICKNESS OF 0.004 INCH. TAPE SHALL HAVE A MINIMUM STRENGTH

BELOW FINISHED GRADE FOR THE FULL LENGTH OF THE LINE. PLASTIC MARKING TAPE SHALL BE ACID AND ALKALI-RESISTANT

4. PLASTIC MARKING TAPE SHALL BE INSTALLED DIRECTLY ABOVE THE UTILITY LINES. THE TAPE SHALL BE PLACED 12"

CONTRACTOR.

3. MECHANICAL JOINT FITTINGS SHALL BE USED AT ALL TURNS IN SEWER/WATER PIPES. FITTINGS SHALL BE PROVIDED BY

SHALL BE CAST IRON 514 I.D. THE VALVE BOX SHALL BE INCASED IN 8"X8"X18" CONCRETE.

THE EXISTING LINE. GATE VALVE SHALL BE MUELLER A 2361-20 WITH MECHANICAL JTS OR APPROVED EQUAL. VALVE BOXES

2. CONTRACTOR SHALL PROVIDE RESILIENT WEDGE GATE VALVE AND VALVE BOX WITHIN SIX FEET OF THE CONNECTION WITH

FOR AT LEAST 2 FULL DAYS.

STATE APPROVED METHODS. DISINFECTION PROCEDURES SHALL CONTINUE UNTIL TEST INDICATED THE ABSENCE OF POLLUTION

LEAST 1 WATER SAMPLE IN PROPER STERILIZED CONTAINERS AND PERFORM A BACTERIAL EXAMINATION IN ACCORDANCE WITH

THE RESIDUAL CHLORINE IS REDUCED TO LESS THAN 1 PPM. CONTRACTOR'S STATE CERTIFIED LABORATORY SHALL TAKE AT

25 PPM OF FREE CHLORINE RESIDUAL AT THE END OF THAT TIME. THE LINE SHALL BE FLUSHED WITH CLEAN WATER UNTIL

DOSAGE OF NOT LESS THAN 50 PPM. DETENTION TIME SHALL BE AT LEAST 24 HOURS AND SHALL PRODUCE A MINIMUM OF

THOROUGHLY FLUSHED PRIOR TO THE INTRODUCTION OF A SOLUTION OF CHLORINATING MATERIAL WHICH WILL PROVIDE A

BE REPEATED UNTIL TEST RESULTS ARE SATISFACTORY. COMPLETED WATERLINE SHALL BE DISINFECTED. WATERLINE SHALL BE

PRESSURE. DEFECTIVE MATERIALS AND JOINTS SHOWING LEAKAGE SHALL BE REPLACED OR REMADE AS NECESSARY. TEST SHALL

FOR ONE HOUR TO A HYDROSTATIC PRESSURE TEST AT 135 PSI., BUT NO LESS THAN ONE AND A HALF TIMES THE SYSTEM

TO PREVENT PIPE FROM BENDING OUT OF TRENCH, LEAVING THE JOINTS EXPOSED. THE WATER LINE SHALL BE SUBJECTED

SHALL BE BEDDED IN SAND. FOR THE FULL WIDTH AND LENGTH OF THE PIPE. AFTER THE TRENCH IS PARTIALLY BACKFILLED

BE INCASED IN 4" OF CONCRETE ALL AROUND FOR MIN. 10' OF THE INTERSECTION EACH WAY. WATER AND SEWER LINES

AT THE INTERSECTION OF SEWER AND WATER, WATER LINE SHALL BE ABOVE SEWER LINE MINIMUM 18". SEWER LINE SHALL

1. WATER/SEWER LINES SHALL BE MINIMUM 42" BELOW FINISHED GRADE. SEWER LINE SHALL HAVE UNIFORM SLOPE.

C8028.33

S U I T

E

(U

C S

C O

N S

T R

U

I F I

M M

A

HYDRANT

NEW FIRE

CONNECT TO EXISTING MANHOLE

NEW 4" SCH 40 PVC SEWER PIPE

M B

R E

V I

S

8028_c1v8.dgn Default 8/26/2016 3:23:55 PM