A06_Enclosure_4.pdf

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PUMP BUILDING

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DETAIL "A" C6.02

EX. 1ANK

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~4-~----___:~~1 NOTE: SE( DEMO PLAN

, _____ / FOR PLAN AND SEQUENCE

'----- --- OF REMOVAL OF EXISTING

STRUCTURES AND UTILITIES

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SCALE: 1" = 10'

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NOTES TO CONTRACTOR:

1. CONTRACTOR SHALL REFER TO NAC445A.67085 FOR STORAGE TANK COATINGS

AND DISINFECTION PROCEDURES AS REQUIRED.

2. CONTRACTOR SHALL PERFORM COLIFORM TESTS ON THE NEW FACILITY PER AWWA

C651-14 STANDARDS, AND PER NDEP REQUIREMENTS.

INSTALL 1/4" STAINLESS

STEEL SCREEN MESH

SECURED WITH STAINLESS

STEEL RING CLAMP.

INSTALL RIP-RAP BED

050=6", 12'' THICK PER

DETAIL "C" SHEET C6.03

BASIS OF BEARINGS:

TANK OUTLET DRAIN, GRADE TO

DAYLIGHT. CONTRACTOR TO VERIFY

ELEVATION AND SLOPE (0.5% MIN.)

PRIOR TO INSTALLATION.

GRID NORTH BASED ON THE NORTH AMERICAN DATUM OF 1983, US STATE

PLANE COORDINATE SYSTEM, NEVADA EAST ZONE 2701.

BENCHMARK:

CLARK COUNTY BENCHMARK 8C19 8NWW6

NDOT CAP IN A CONCRETE MONUMENT 50' SOUTH OF CENTERLINE OF STATE

ROUTE 159, 0.2 MILES SOUTH OF THE INTERSECTION OF CALICO BASIN RD

AND SR 159. NDOT STATION 631+69.75.

ELEVATION=1070.204 METERS (NAVD'88)

ELEVATION=3511.16 US SURVEY FEET (NAVD'88) 1-702-227-2929

Call before you o;g

AVOIDCUTIING UNDERGROUND

UTILITY LINES. trs COSllY.

Call

OR

1-800-227-2600

UTILllY NOTES:

1. ADVANTAGE CIVIL DESIGN GROUP ASSUMES NO RESPONSIBILITY FOR EXISTING

UTILITIES SHOWN OR NOT SHOWN. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN

PLOTTED FROM RECORD INFORMATION AND ARE FOR THE CONVENIENCE OF THE

CONTRACTOR ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY BOTH THE

HORIZONTAL AND VERTICAL LOCATION OF ALL RELEVANT UTILITIES PRIOR TO

COMMENCEMENT OF CONSTRUCTION. IF A CONFLICT OR DISCREPANCY IS DISCOVERED,

THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY.

2. WATER LINE/MAINS SHALL BE INSTALLED A MINIMUM OF FORTY-EIGHT (48) INCHES

BELOW GRADE IN COMBINED TRENCHES. CONTRACTOR TO REFERENCE INTERNATIONAL

PLUMBING CODE AND N.A.C. FOR SEPARATIONS FROM OTHER UTILITIES.

3. CONTRACTOR TO COMBINE MULTIPLE WATER LINES IN SINGLE TRENCH AS NEEDED.

4. CONTRACTOR TO POTHOLE ALL UTILITY CROSSINGS AND NOTIFY ENGINEER IN WRITING

OF ANY DISCREPANCIES.

5. A WATER MAIN MUST NOT BE PLACED INTO SERVICE AFTER ITS INITIAL CONSTRUCTION

UNTIL:

A) THE WATER MAIN HAS BEEN DISINFECTED IN ACCORDANCE WITH AMERICAN WATER

WORKS ASSOCIATION STANDARD C651, AS ADOPTED BY REFERENCE IN NAC 445A.663. THE

DISPOSAL OF ANY SPENT CHLORINE SOLUTIONS MUST BE COORDINATED WITH THE DIVISION.

(FOR CHLORINE DISPOSAL, PLEASE CONTACT NDEP FOR REQUIREMENTS: (775-687-9468)

B) AN ANALYSIS OF THE WATER MAIN WHICH INDICATES THAT IT MEETS PRIMARY

STANDARDS FOR COLIFORM BACTERIA HAS BEEN OBTAINED AND REPORTED TO THE DIVISION

OR THE APPROPRIATE DISTRICT BOARD OF HEALTH. (AWWA C651 STATES THAT TWO

CONSECUTIVE SAMPLES BE TAKEN AT LEAST 24 HOURS APART, FROM EVERY 1,200 FEET

OF WATER MAIN, THE END OF LINE AND FROM EACH BRANCH.)

6. THE PIPING INSTALLED IN A DISTRIBUTION SYSTEM MUST BE PRESSURE TESTED IN

ACCORDANCE WITH AMERICAN WATER WORKS ASSOCIATION STANDARD C600, AS ADOPTED

BY REFERENCE IN NAC 445A.663 , BEFORE THE PIPING IS FLUSHED, DISINFECTED OR

SAMPLED FOR AN ANALYSIS OF WATER QUALITY.

7. DURING THE CONSTRUCTION OF A DISTRIBUTION SYSTEM, ANY OPENINGS IN UNFINISHED

PIPING OR APPURTENANCES MUST BE SEALED AT THE END OF EACH WORKING DAY IN

SUCH A MANNER AS TO PREVENT THE ENTRY OF BIRDS AND OTHER ANIMALS, DIRT,

TRENCH WATER AND OTHER SOURCES OF POLLUTION OR CONTAMINATION.

CONSTRUCTION NOTES

<i> INSTALL 2" C-901 P.E. WATER LINE FROM DISINFECTION SYSTEM TO TANK. INSTALL

LOCATOR BALLS & RIBBON OVER LINE PER UDACS PLATE 15, DETAIL "A" C6.01.

A INSTALL 6" C-900 DR-14 PVC WATER LINE FROM TANK TO BOOSTER PUMPS. INSTALL

W LOCATOR BALLS & RIBBON OVER LINE PER UDACS PLATE 15, DETAIL "A" C6.01.

A INSTALL 6" C-900 PVC WATER LINE DAYLIGHT TO DRAIN. INSTALL LOCATOR BALLS &

~ RIBBON OVE~ LINE PER UDACS PLATE 15, DETAIL "A" C6.01.

/A INSTALL 4" C-900 PVC WATER LINE FOR CONNECTION TO VISITOR CENTER. INSTALL

W LOCATOR BALLS & RIBBON OVER LINE PER UDACS PLATE 15, DETAIL "A" C6.01.

/2'-. INSTALL 2" C-901 P.E. WATER LINE FOR CONNECTION TO CONTACT STATION. INSTALL

~LOCATOR BALLS & RIBBON OVER LINE PER UDACS PLATE 15, DETAIL "A" C6.01.

R-.. INSTALL 45' BEND W/ THRUST BLOCK PER UDACS PLATE 31. INSTALL LOCATOR BALL

W OVER BEND PER UDACS PLATE 15, DETAIL "A" C6.01.

A INSTALL 11.25' BEND W/ THRUST BLOCK PER UDACS PLATE 31. INSTALL LOCATOR

"VBALL OVER BEND PER lJDACS PLATE 15, DETAIL "A" C6.01.

../a'.. CURVE 2" C-901 P.E. WATER LINE WITH RADIUS PER MANUFACTIJRER RECOMMENDATIONS.

W INSTALL LOCATOR BALL OVER BEND PER UDACS PLATE 15, DETAIL "A" C6.01.

~ INSTALL 6" GATE VALVE PER UDACS PLATES 30 & 39 DETAIL "E" C6.01 & "B" C6.03

~(NORMALLY CLOSED).

INSTALL 6"x6" TEE W/ THRUST BLOCK PER UDACS PLATE 31, DETAIL "E" C6.01.

1RENCH AND BACKFILL PER UDACS PLATES 16 & 19, DETAIL "B" C6.01.

INSTALL 2" x 1-1/2" BRASS COMPRESSION COUPLING - POINT OF CONNECTION .

A INSTALL 4" x 4" M.J. TEE W/ 8" TAPPING VALVE PER UDACS PLATE 34, DETAIL "A"

V C6.03 - POINT OF CONNECTION.

,<}.,. CON1RACTOR TO CONNECT TO EXISTING ELEC1RICAL 1RANSFORMER AND ROUTE TO

V PUMP BUILDING ELEC1RICAL METER PER ELEC1RICAL PLAN SHEET E1.01.

~ INSTALL 6" GATE VALVE PER UDACS PLATES 30 & 39 DETAIL "E" C6.01 & "B" C6.03

V (NORMALLY OPEN).

~ INSTALL 6" SLIP x 2" BRASS COMPRESSION COUPLING.

~ INSTALL 4" SLIP x 2" THREADED COUPLING.

<J} CON1RACTOR TO INSTALL DRY WELL PER DETAIL "D", SHEET C6.03

~ CON1RACTOR TO INSTALL 15 L.F. 2" PVC SCHEDULE-40 DRAIN LINE FROM BUILDING TO

DRY WELL @ S=0.02 MINIMUM. SEE SHEET 12, "PIPING PLAN" FOR CONTINUATION.

~ Call --'I~• before you UnderGround

1-702-432-5300

FREEWAY AND ARTERIAL

SYSTEM OF TRANSPORTATION

CIVI. ~NCiiN~~RNCi

E: CIVIL- tX51uN aROUP, L-L-P 2920 N, ai<rrN V/tL.8Y PKWY, OfTtce: 702.452.2254 fa,: 702.456.22?4 fmal: MAll@ADV/\Nftx,fCIVll·NV.COM

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PL-ANN.NG

ALWAYS THINK SAFETY

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