A06_Enclosure_1.pdf

VICINITY MAP

LOCALITY MAP

PROJECT TEAM

ARCHITECT:

CHAMBERLIN ARCHITECTS

437 Main St.

Grand Junction, Colorado 81501

(970) 242-6804

MECHANICAL / ELECTRICAL:

MKK CONSULTING ENGINEERS, INC

7600 East Orchard Road, Suite 250S Greenwood Village, Colorado 80111

(303) 796-6000

CIVIL:

ADVANTAGE CIVIL DESIGN GROUP, LLP

2920 N. Green Valley Pkwy.

Bldg. #4, Suite 422 Henderson, Nevada 89014

(702) 432-2234

LOCALITY MAP

PROJECT LOCATION

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G001

W D

D G

W D

GENERAL

1 G001 COVER SHEET

CIVIL

2 C1.01 NOTES AND ABBREVIATIONS

3 C2.01 OVERALL - EXISTING UTILITY PLAN

4 C3.01 DEMOLITION PLAN

5 C4.01 GRADING PLAN

6 C5.01 UTILITY PLAN

7 C6.01 DETAIL SHEET 1

8 C6.02 DETAIL SHEET 2

9 C6.03 DETAIL SHEET 3

ARCHITECTURAL

10 A101 PUMP BUILDING PLANS & ELEVATIONS

MECHANICAL

11 M0.00 MECHANICAL COVER SHEET

12 M1.01 MECHANICAL HVAC / PIPING PLAN

13 M2.01 MECHANICAL SCHEDULES & DETAILS

ELECTRICAL

14 E0.00 ELECTRICAL COVER SHEET

15 E1.01 ELECTRICAL SITE PLAN

16 E1.02 ELECTRICAL LIGHTING AND POWER PLANS

17 E2.01 ELECTRICAL SCHEDULES & ONE-LINE

DIAGRAM

RED ROCK VISITOR'S

CENTER

WELL AND WATER DISTRIBUTION SYSTEM ASSESSMENT AND DESIGN

CLARK COUNTY, NEVADA

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

DRAWING INDEX

SHEET SUB SHEET SHEET

NO. NO. TITLE

WCIGM

Typewritten Text

AS BUILT PLANS - FEBRUARY 2020

- CONTRACTOR WADLEY CONSTRUCTION

ABBREVIATIONS

ABAN - ABANDON

A.O. - ALGEBRAIC DIFFERENCE

AIP - ABANDONED IN PLACE

AGG - AGGREGATE

ALT - ALTERNATE

A - ANODE, GAS

ACP - ASBESTOS CEMENT PIPE

AC - ASPHAL TIC CONCRETE

AVE - AVENUE

BC - BACK OF CURB

BCR - BACK OF CURB RADIUS

BVC - BEGINNING OF VERTICAL CURVE

BVCS - BEGIN VERTICAL CURVE STATION

BVCE - BEGIN VERTICAL CURVE ELEVATION

BM - BENCH MARK

BORY - BOUNDARY

CA TV - CABLE TELEVISION

C-C - CENTER TO CENTER

Cf'. - CENTERLINE

CBC - CITY OF BOULDER CITY

CLV - CITY OF LAS VEGAS

COH - CITY OF HENDERSON

CM - CITY OF MESQUITE

CNLV - CITY OF NORTH LAS VEGAS

CC - CLARK COUNTY

CCWRD - CLARK COUNTY WATER

RECLAMATION DISTRICT

CO - CLEAN OUT, SEWER

COMM - COMMERCIAL

CONC - CONCRETE

CONST - CONSTRUCTION OR CONSTRUCT

COR - CORNER

CMP - CORRUGATED METAL PIPE

CSAP - CORRUGATED STEEL ARCH PIPE

CSP - CORRUGATED STEEL PIPE

C&G - CURB AND GUTTER

CIP - CAST IRON PIPE

COL - COLUMN

CY - CUBIC YARD

CF - CUBIC FEET

CULV - CULVERT

CF - CURB FACE

DEPT - DEPARTMENT

DIA - DIAMETER

DWY - DRIVEWAY

DI - DROP INLET

ESMT - EASEMENT

E/0 - EAST OF

EP - EDGE OF PAVEMENT

EO - EDGE OF OIL

E - ELECTRIC

EA - EDGE OF ASPHALT

EM - ELECTRIC METER

ELEV - ELEVATION

EMBK - EMBANKMENT

ECR - END OF CURB RETURN

EOC - END OF CURVE

EC - EXISTING CONCRETE

EBS - CATHODE PROTECTION

BOND STATION

ETS - CA THODE PROTECTION

TEST STATION

EVCS - END OF VERTICAL CURVE STATION

EVCE - END OF VERTICAL CURVE ELEVATION

EVC - END OF VERTICAL CURVE

EXIST - EXISTING

EX - EXISTING

FT - FEET OR FOOT

FG - FINISH GRADE

FA - FIRE ALARM

FH - FIRE HYDRANT

I[ - FLOW LINE

GALV - GALVANIZED

GM - GAS METER

GR - GAS PRESSURE REGULATOR

PL -G - PLASTIC GAS

S-G - STEEL GAS

GB - GRADE BREAK

GUT

HOWL

HP

- GUTTER

- HEADWALL

- HIGHPOINT

INT

!NV

ISL

JB

K

LOC

LT

LF

LVVWD

MH

MAX

MIN

MON

N/0

NG

NTS

oc

OG

PVMT

Pl

PRC

PC

PT

PCC

PCC

pp p P/L

PROP

PE

PVC

PVI

PB

RP

R

RR

REINF

RC

RCB

RCP

RELOC

RT

R/W

RD

ss

SHT

s/o

SW

SF

SY

STA

SHP

SD

IE

IN

- INVERT ELEVATION

- INCH

Call before you oig

AVOID CUTTING UNDERGROUND

UTILITY LINES. rrs COSll Y.

AVOID HITTING OVERHEAD

POVER LINES. 1rs COSTL ~

1-702-227-2929

Call

OR

1-800-227 -2600

- INTERSECTION

- INVERT

- ISLAND

- JUNCTION BOX

- ROUTE OF CURVATURE

- LENGTH OF CURB

- LEFT

- LINEAR FEET

- LAS VEGAS VALLEY WATER

DICTRICT

- MANHOLE

- MAXIMUM

- MINIMUM

- MONOLITHIC

- NORTH OF

- NATURAL GRADE

- NOT TO SCALE

- ON CENTER

- OPEN-GRADED PAVEMENT,

ORIGINAL GROUND

- PAVEMENT

- POINT OF INTERSECTION

- POINT OF REVERSE CURVE

- POINT OF CURVE

- POINT OF TANGENCY

- POINT OF COMPOUND CURVE

- PORTLAND CEMENT CONCRETE

- POWER POLE

- POWER

- PROPERTY LINE

- PROPOSED

- POLYETHYLENE

- POLYVINYL CHLORIDE PIPE

- POINT OF VERTICAL INTERSECTION

~ Call ~before you

UnderGround

1-702-432-5300

FREEWAY AND ARTERIAL

SYSTEM OF TRANSPORTATION

SYMBOLS

SECTION LINE

CENTERLINE OR

SURVEY LINE

RIGHT-OF-WAY OR

PROPERTY LINE

CUT LINE-ASPHALT ~v-~v-~'v---~'v---~'-..----

CONC. OR PCC CONC.

DIRECTION OF FLOW

MISCELLANEOUS TOPOGRAPHIC SYMBOLS

COORDINATE POINT • 45

VALVE (INITIALS INDICATE O NERSHIP @

AND / R TYPE)

GAS CATIHODE PROTECTION ECTIFIER ~

UTILITY BOX (INITIALS INDIC JE D

OWNERSHIP AND / OR TYP )

PUBLIC SERVICE UTILITY PO E,

LINE TO SHOW DIRECTION F -9-

RUN OF OVERHEAD LINE

POLE WITH GUY ANCHOR Q )

FIRE HYDRANT ~

PROPOSED FENCE

EXISTING FENCE

FLOW LINE OF DITCH

OR CHANNEL

X-X-X-

EXISTING UTILITY STUB-OUT - - --==J

TRAFFIC CONTROL SIGN _Q_

LY

STREET NAME SIGN

TEST HOLE

CONCRETE BLOCK WALL

FIRE ALARM BOX ON PEDESTAL

CONCRETE MONUMENT

FA

D

TREE (NO. INDICATES

TRUCK DIA. IN INCHES)

(±)NO.

MISCELLANEOUS SYMBOL (ABBREVIATION QABBR.

INDICATES TYPE)

HEDGE (NOTE SIZE & SPECIES) [ __ _]

STEPS (NOTE TYPE AND

NO. OF RISERS)

EXISTING BUILDING

EXISTING BUILDING

FOUNDATION

RETAINING WALL

PROPOSED

V77Tl77~

~;_u u;_Ll

(LOW SIDE)

---u-----v--v--

(HIGH SIDE)

EXISTING

CURB AN GUTTER====================

j LJ IJ BiD~Bl) ~ _ ~ l '-_

BACK OF SIDEWALK

DRIVEWAY

r RIGHT-OF-WAY LINE ~

=--== -r.z:1 :::::/:r:,:, ,:r BiD~BOF\z -_ - ~ - ------------------ ,.._.......- - ------/ • /"--._ "-- / / \ 1 1; ~, WHEELCHA R RAMP

EDGE OF AVEMENT

ELEVATIONS 0.00

TOP OF SLOPE

CUT OR FILL SLOPESr r r I ::r-1

TOE OF SLOPE

)l JZ

(0.00)

SUMMARY OF APPROXIMATE QUANTITIES

DESCRIPTION UNIT QUANTITY

MOBILIZATION LS 1

CLEARING AND GRUBBING ACRE < 1

EARTHWORK QUANTITIES ---- (IMPORT)

INCLUDES SHRINKAGE (20%) AND SUBSIDENCE (0.1') CY 30

THIS QUANTITY DOES NOT INCLUDE OVER-EX.

TIE BOLLARDS EA 12

TYPE II AGGREGATE BASE CY 50

6" PVC WATER LF 210

4" PVC WATER LF 30

2" PE WATER LF 57

2"x1 1 /2" BRASS COUPLING EA 1

BENDS EA 5

6" PVC TEE EA 1

6" GATE VALVE EA 2

4" WET TAP EA 1

6" x 2" REDUCER EA 1

4" x 2" REDUCER EA 1

ELECTRICAL CONDUIT LF 50

PLAN ONLY PROPOSED EXISTING

() WING TYPE HEADWALL

VALLEY GUTTER

UNDERGROUND UTILITY

WITH MANHOLE AND

CASING

c= == ==i

OWNERSHIP INDICATED BY LINE LEGEND

:::=J /-'\ +:==-:==i.- -E-- . __] ',)

SIZE AND TYPE OF CONDUIT

SHALL BE PLACED ON

CONDUIT WHEN AVAILABLE

MISCELLANEOUS ELECTRICAL SYMBOLS

PLAN ONLY EXISTING PROPOSED

TRAFFIC SIGNAL CONTROLLER

PULL BOX (INITIALS INDICATE OWNERSHIP

AND NUMBER INDICATES SIZE)

SL

I I L-~

TRAFFIC SIGNAL WITH LUMINAIRE

AUTOMATIC GATE DETECTOR LOOP

SERVICE POINT, PAD MOUNTED

7 GAGE LIGHTING STANDARD

11 GAGE LIGHTING STANDARD

100 WATT LUMINAIRE

150 WATT LUMINAIRE

200 WATT LUMINARE

250 WATT LUMINAIRE

400 WATT LUMINAIRE

750 WATT LUMINAIRE

TRAFFIC SIGNAL POLE

SCHOOL FLASHER

AREA LIGHT

UTILITIES

EX. WATER

EX. VALVE

EX. REDUCER

EX. RECLAIMED WATER

EX. SANITARY SEWER

EX. SANITARY SEWER MANHOLE

EX. CLEANOUT

EX. UNDERGROUND ELECTRIC

EX. UNDERGROUND TELEPHONE

EX. STORM DRAIN

fL---~1 l.:::::" ___ ,d

C( '

~)-------, ,,7 V

--V,J---

--RW'--

--s---

-S-----0--

~ --s-,_;~---·- ..

-UGE--

-UGT--

==SD==

NOTES TO CONTRACTOR:

SL-SIZE

C cO C) e

CD

E9 -c@

0 t 0 71\

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.

BASIS OF BEARINGS:

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)

GENERAL NOTES

1. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND

VERTICAL TRANSITIONS BETWEEN NEW CONSTRUCTION AND EXISTING

SURFACES TO PROVIDE FOR PROPER DRAINAGE AND OF INGRESS

AND EGRESS TO SAID CONSTRUCTION. EXTENT OF TRANSITIONS TO

BE DETERMINED BY THE COUNTY ENGINEER.

2. EXISTING UTILITIES ARE LOCATED ON PLANS FOR THE

CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR SHALL

BEAR FULL RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND

THE ENGINEER BEARS NO RESPONSIBILITY FOR UTILITIES NOT

SHOWN ON PLANS OR NOT IN THE LOCATION SHOWN ON THE

PLANS. (CALL BEFORE YOU DIG 811 OR 800-227-2600).

3. CONSTRUCTION SURVEY:

GRADES ARE GIVEN FROM TOP OF STAKES OR NAILS. THE

CONTRACTORS ARE CAUTIONED TO OBSERVE THE FOLLOWING RULE

IN USING THE GRADE STAKES GIVEN BY THE SURVEYOR. THREE

CONSECUTIVE POINTS THAT ARE SHOWN TO BE ON THE SAME RATE

OF SLOPE MUST BE USED IN COMMON IN ORDER THAT ANY

VARIATION OUT OF A PERFECT STRAIGHT GRADE MAY BE DETECTED.

IN CASE ANY SUCH DISCREPANCY IS FOUND, THE SAME MUST BE

REPORTED; OTHERWISE THE SURVEYOR WILL NOT BE RESPONSIBLE

FOR ANY ERROR IN THE GRADE OF THE FINISH WORK.

4. NEITHER THE OWNER NOR ENGINEER ASSUMES ANY

RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN ON THE

DRAWINGS. CONTRACTOR TO VERIFY THE EXACT LOCATION OF

UTILITIES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR

SHALL USE EXTREME CARE WORKING OVER OR NEAR ANY EXISTING

GAS MAINS.

5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES

NECESSARY TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO

REMAIN IN PLACE FROM DAMAGE. ALL SUCH IMPROVEMENTS OR

STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL

BE REPAIRED OR RECONSTRUCTED TO THE SATISFACTION OF THE

ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

6. FENCES, SIGNS, STRUCTURES AND OTHER EXISTING

IMPROVEMENTS SHALL BE REMOVED WHERE SHOWN ON THE

CONTRACT DRAWINGS, AND AS REQUIRED BY THE ENGINEER.

7. REPLACEMENT, RELOCATION OR RECONSTRUCTION OF ALL

EXISTING IMPROVEMENTS INCLUDING FENCES, BOLLARDS, AND ALL

OTHER ITEMS APPLICABLE TO THIS CONTRACT SHALL BE AS

REQUIRED BY THE ENGINEER.

8. THE CONTRACTOR SHALL BACKFILL AND FINAL GRADE ALL CUT

OR FILL SLOPES TO MATCH EXISTING CONDITIONS TO THE

SATISFACTION OF THE ENGINEER.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERTICAL

ADJUSTMENT OF ALL EXISTING WATER TO THE FINAL FINISH GRADES

IN ACCORDANCE WITH THE DETAILS SHOWN ON THE CONTRACT

DRAWINGS AND IN ACCORDANCE WITH SPECIFICATIONS.

10. ALL GRADING SHALL BE IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

11. 48 HOURS PRIOR TO START OF CONSTRUCTION THE

CONTRACTOR SHALL CONTACT:

CALL BEFORE YOU DIG: 1-800-227-2600

NOTE:

PLEASE REFER TO THE APPROVED BLM

PLAT FOR EXACT BEARINGS, DISTANCES,

AND MONUMENTATION FOR THIS PROJECT.

THE APPROVED BLM PLAT SHALL GOVERN

AS OFFICIAL BOUNDARY.

NOTE:

ADVANTAGE CIVIL DESIGN GROUP ASSUMES NO RESPONSIBILITY FOR EXISTING

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

HAYE 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.

,¥.,A,/ E: CIVIL- l?E:51uN uROUP, L-L-P

Cll/t rNCilNtlRINu

2920 N. CiRE:rN VPJ .. lE'YPKWY.

Office: 10'2.45222?4 fax: 102.456.22'74 fmail: /i\llJl@Al?V f'N1/\CfCIVll-NV.COM

CON5l!..11Nu

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B9014

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C 1 . 01

SHEET 2 OF 17

1-702-227-2:929

Call before you D&g

AVOID CUTTING UNDERGROUND

UrtLITY LINES. IT'S cosn Y.

Call

OR

1-800-227-2600

~ Call --'llllJ~ before you

UnderGround

1-702-432-5300

FREEWAY AND ARTE~IAL

SYSTEM OF 1RANSP0R1ATIDN

s

0 150' 300'

I _, I

SCALE: 1" = 150'

NOTES

IT] EXISTING SITE WATER

[1J EXISTING SITE SEWER

g.t'f •llo

11] EXISTING 1-1/2" WATER LINE TO CONTACT STATION

(I] EXISTING UNDERGROUND ELECTRIC

[fil EXISTING UNDERGROUND TELEPHONE

[ill EXISTING 4" PVC WATER

[zJ EXISTING WELL SITE

[fil EXISTING CHECK VALVE

[]J EXISTING TANK SOLENOID CONTROL VALVE

[Qj EXISTING UNDERGROUND WATER STORAGE TANK

[II] EXISTING POWER METER PEDISTAL TO REMAIN

D1J EXISTING TRANSFORMER PAD

[Ll] EXISTING UNDERGROUND VAULT

[I±j EXISTING BACKFLOW DEVICE

~ EXISTING STORM DRAIN

[ill EXISTING RECLAIMED WATER

BASIS OF BEARINGS:

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)

NOTE:

ADVANTAGE CIVIL DESIGN GROUP ASSUMES NO RESPONSIBILITY FOR EXISTING

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

HAVE BEEN PLOTIED 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.

E: CIVIL- t?E:51uN uROUP, L-L-P 2920 N. CiRf:f;N VAl-tf;Y PKWY.

17~t7Ci. #4, 5-rt. 422 Oftke: 702.452.2254 H!;Nt7rR5:7N, Nl;VADA fax: 702.456.2254 89014 frrsiil: 1V tJc@ADV ANf A:ifCIVt-NV.COM

CIVlc f\lCill,ffRINCi COl,5Uc flNCA PcANNINCA

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SHEET 3 OF 17

i i j

BASIS OF BEARINGS:

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

PLANE COORDINATE SYSTEM, NEVADA EAST ZONE 2701.

BENCHMARK:

Cl.ARK 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

w

0 10' 20'

I _I I

SCALE: 1• = 10'

Call before you D~

AVOID CUTTING U\IDERGROUND

UTILITY LINES. 1rs COS TL y_

OR

1-800-227-2600

~ Call ~ before you

UnderGround

1-702-432-5300

FREEWAY AND ARTERIAL

SYSTEM OF TRANSPORTATION

NOTICE TO CONTRACTOR:

EXISTING DOMESTIC WELL AND WATER SYSTEM SHALL REMAIN IN SERVICE

AND FULLY OPERATIONAL (EXCEPT FOR TIE IN). ONLY AFTER PROPOSED

SYSTEM IS CONNECTED, TESTED AND OPERATIONAL, MAY THE EXISTING

APPURTENANCES AND LINES BE ABANDONED/REMOVED AND DISPOSED OF

PROPERLY ACCORDING TO STATE AND LOCAL REGULATIONS.

CONSTRUCTION NOTES

(D EXISTING ANTENNA POLE TO REMAIN. PROTECT IN PLACE.

(i) EXISTING GRAVEL ACCESS ROAD TO REMAIN.

@ EXISTING WATER WELL TO REMAIN, PROTECT IN PLACE.

© EXISTING DISINFECTION BOX TO BE REMOVED AND DISPOSED OF ACCORDING

TO STATE AND LOCAL REGULATIONS. *SEE NOTICE TO CONTRACTOR.

tc\ EXISTING ELECTRICAL PANEL TO BE REMOVED AND DISPOSED OF ACCORDING

\::.I TO STATE AND LOCAL REGULATIONS. *SEE NOTICE TO CONTRACTOR.

@ EXISTING TRANSFORMER PAD TO REMAIN. PROTIECT IN PLACE.

t,\ EXISTING POWER METIER PEDESTAL TO BE REMOVED AND DISPOSED OF

\..0' ACCORDING TO STATE AND LOCAL REGULATIONS. *SEE NOTICE TO

CONTIRACTOR.

@ EXISTING WATER LINE TO REMAIN. PROTECT IN PLACE.

@ EXISTING UNDERGROUND ELECTIRIC TO REMAIN. PROTIECT IN PLACE.

~ EXISTING WOOD BOLLARDS TO REMAIN. PROTECT IN PLACE OR

\'..'.Y REPLACE/RESTORE TO EXISTING CONDlllON IF DAMAGED OR TIEMPORARIL Y

REMOVED FOR CONSTIRUCTION.

® EXISTING WOOD BOLLARDS TO BE REMOVED. CONTIRACTOR MAY REUSE IN

PROPOSED LOCATIONS IF CONDlllON PERMITS.

@ EXISTING WARNING SIGN TO BE REMOVED.

EXISTING UNDERGROUND VAULT. EQUIPMENT TO BE ABANDONED AND DISPOSED

@ OF ACCORDING TO STATE AND LOCAL REGULATIONS. CONCRETE VAULT SHALL

BE ABANDONED BY OBLITIERA TING VAULT LID AND SIDEWAl.,LS, FILLIN,91 COMPACTING AND CAPPING WITH NATIVE MATIERIAL LEVEL/FLUSH WI 1H NATIVE

GROUND. *SE[ NOTICE TO CONTIRACTOR.

® EXISTING BACKFLOW DEVICE TO BE REMOVED DISPOSED OF ACCORDING TO

STA TIE AND LOCAL REGULATIONS. *SEE NOTICE TO CONTIRACTOR.

EXISTING BACKFLOW DEVICE AND VAULT LID TO BE REMOVED DISPOSED OF

~ ACCORDING TO STATE AND LOCAL REGULATIONS. EXISTING CONCRETE VAULT

'v.:!I TO BE ABANDONED BY OBLITERATING SIQEWALLS, FILLING, COMPACTING AND

CAPPING l'v1TH NATIVE MA TERI AL LEVEL/FLUSH WITH NATIVE GROUND. *SEE

NOTICE TO CONTRACTOR.

EXISTING UNDERGROUND TANK VAULT TO BE FULLY CRUSHED AND

@ABANDONED IN PLACE ACCORDING TO STATE AND LOCAL REGULATIONS. *SEE

NOTICE TO CONTRACTOR.

® POINT OF CONNECTION FOR CONTACT STATION WATER. REMOVE EXISTING

1-1/2" WATER. *SEE NOTICE TO CONTIRACTOR.

@ POINT OF CONNECTION FOR VISITOR CENTER WATER. REMOVE EXISTING 4"

WATER. *SEE NOTICE TO CONTRACTOR.

@FIBERGLASS MARKERS TO BE REMOVED.

@EXISTING WATIER APPURTENANCES TO BE ABANDONED IN PLACE. CONTIRACTOR

SHALL REMOVE WATER BOXES AND DISPOSE OF ACCORDING TO STATE AND

LOCAL REQUIREMENTS. NATIVE MATIERIAL TO BE PLACED FLUSH WITH EXISTING

GRADE.

NOTE:

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.

f CIVIL. Df51uN uROUPJ L.L.P 2920 N. CiRl''l::N Vft~fY PKWY.

13U7Ci. ++4, 511:. 422 Off1ce: 702.452.22?4 Ht:Nt?t:R50N, Nt:VADA Fa<: 702.456.2254 8901"1 fmall: MAl@/\DVANfMfCll/t-NV.COM

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UTILITY LINES. IT'S COSTLY.

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1-702-432-5300

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SYSTEM OF IBANSPORTATION

w s

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CONSTRUCTION NOTES

[JJ SEE SHEET M1.01 FOR PUMP BUILDING AND DETAILS

[1J CONTRACTOR TO INSTALL 3" OF TYPE 2 BASE COMPACTED TO 90% DENSITY

'31 INSTALL TIE BOLLARDS TO MATCH EXISTING ONSITE RAIL-ROAD TIE

~ BOLLARDS IN LIKENESS

[±] INSTALL 4'x4' CONCRETE STOOP

GENERAL NOTES

1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND

SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE

COMMENCEMENT OF WORK.

2. ALL GRADING WORK TO CONFORM TO RECOMMENDATIONS HEREIN

3. CONTRACTOR SHALL REMOVE EXCESS DEBRIS AND VERIFY PAD

ELEVATION PRIOR TO CONSTRUCTION, REPORT DISCREPANCIES TO

ENGINEER IMMEDIATELY.

4. PAD PREPARATiON FOR PUMP BUILDING SHALL BE PER MANUFACTURER

RECOMMENDATIONS .

BASIS OF BEARINGS:

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)

NOTE:

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.

+H!r/ f CIVIL- l?f 51uN uROUP, L-L-P

CIVIL fNu Nff PING

2920 N. c:iRE:E:N VAL.IXY PKVVY.

Office 102:'1522274 fax: 102A56.m4 fma1I, MAll.@NJVANfrut'Cl\/'l.·NV COM

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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

CON5Ul.-11NCi

!?L.t?li. tt 4, 511;, 422

H8ND8R50N,N8VA17A

89014

PL-ANN.NG

ALWAYS THINK SAFETY

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• b <O I I

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NOTES

1 '-0"

SEE NOTE 5 EXISTING

A.C. PAVEMENT

(D PIPE LOCATOR RIBBON - 3" WIDTH

@ PIPE LOCATOR RIBBON - 3" WIDTH

(INSTALLED WHEN COVER OF NEW

PIPELINE IS 7' -0" OR GREATER)

@ LOCATOR BALL - SEE NOTES

SEE NOTE 4

1. CENTER PIPE LOCATOR RIBBON IN TRENCH AND PLACE OVER ENTIRE

I .

I")

LENGTH OF ALL TYPES, MATERIALS, SIZES AND LOCATIONS OF WATER MAINS.

2. INSTALL LOCATOR BALLS AT ALL HORIZONTAL FITTINGS, REDUCERS, CAPS, TEST

STATIONS, AT EACH JOINT ALONG DEFLECTED SECTIONS OF PIPELINE, AND

EVERY 400 FEET OF PIPELINE. LOCATOR BALLS SHALL BE AGENCY APPROVED.

(NOT ALL AGENCIES REQUIRE LOCATOR BALLS)

3. IF A.C. PAVEMENT EXISTS INSTALL LOCATOR BALL AT 3'-0" (TYP).

4. IF A CUT TO FINISH GRADE IS ANTICIPATED INSTALL LOCATOR BALLS AT

BOTH 3' -0" AND 5' -0" (TYP).

5. IF A FILL TO FINISH GRADE IS ANTICIPATED INSTALL LOCATOR BALLS AT

BOTH 1 '-0" AND 3' -0" (TYP).

PIPE LOCATOR RIBBON AND @ LOCATOR BALL INSTALLATION

A UDACS PLATE NO. 15 N.T.S.

PUMP BUILDING

V-DITCH

FLOWLINE

TOP OF SLOPE

5,t"AIAx ,, 7--

EXISTING GROUND

FF: 3718.20

© PUMP BUILDING SECTION

NOT TO SCALE

5' MIN. COVER

I ~ - 5'-0" MIN- DRY UTILITY ·v~' r-r---t_ ·.......... ~(s;zE VARIES)

WATER PIPE

. •t.<::

CONCRETE THRUST -'-----""t.:a.1

BLOCK (TYP.) REFER

18" MIN

TO DETAIL THIS SHEET

NOTE:

WHERE THE WATERLINE IS LESS THAN 18 INCHES OVER AN EXISTING UTILllY, OR WHERE

THE WATER LINE IS UNDER AN EXISTING UTILITY LINE, AND WHERE THE HORIZONTAL

SEPARATION AS REQUIRED BY THE STATE REGULATIONS CANNOT BE MAINTAINED BECAUSE

OF PHYSICAL OBSTRUCTION, THE WATER LINE SHALL BE VERTICALLY ADJUSTED.

®~..:..::VE:;;..:.RTl;.;.;:CAL;.;..=...;ADJ;...=..;;..;;Ua.=STM~ENT...;..;........W"""""~TE~R ...;;...CR;..;.;:;O;..;;;..SS=IN.;..;;.G_..;:;D;..;ET...;.;...;Al~L

NOT TO SCALE

3:, g w

ID

w ...J w w

EXIST GRADE

4" MIN

BEDDING

(TYP) M_I_N-+--6--i"

MAX 12"

FOR AREAS WITHIN PUBLIC RIGHTS-OF WAY

TRENCH BACKFILL REQUIREMENTS ABOVE

PIPE ZONE INSTALLED PER THE UNIFORM

STANDARD SPECIFICATIONS (USS) AND

STANDARD DRAWINGS (500 SERIES), CLARK

COUNTY AREA NEVADA, LATEST EDITION.

PIPE ZONE (INCLUDING BEDDING)

TYPE II OR TYPE Ill AGGREGATE

BASE BACKFILL, COMPACTED TO

90% OF MAX DENSITY, OR CLSM

AS APPROVED BY AGENCY

~- IN AREAS OF EXCESSIVE GROUND WATER OR POOR

SUBGRADE MATERIAL, USE DRAIN BACKFILL SECTION TO

A MAXIMUM DEPTH OF 18" FOR STABILIZATION. INSTALL

AND COMPACT AS DIRECTED BY THE ENGINEER.

NOTES:

1. FOR TRENCH SECTION NOTES SEE UDACS PLATE 19.

2. THE AGENCY MAY REQUIRE AN ADDITIONAL TWO (2) FEET OF COVER IN

ADDITION TO THE COVER SPECIFIED BELOW FOR PIPES SIXTEEN (16) INCHES

AND GREATER IN RIGHT-OF-WAY WITHOUT AN ESTABLISHED STREET GRADE.

PIPE DIAMETER (INCHES)

MINIMUM DEPYH OF

COVER (INCHES)

TWELVE (12) AND SMALLER SIXTY (60)

SIXTEEN (16) AND GREATER SEVENTY-TWO (72) MINIMUM

NOTES:

1. REFERENCES:

UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

OFF-SITE IMPROVEMENTS CLARK COUNTY AREA NEVADA, LATEST EDITION.

(USS AND USO REFERENCES)

INTERAGENCY QUALITY ASSURANCE COMMITTEE (IQAC)

2. ACCEPTABLE METHODS OF COMPACTION

3.

4.

5.

6 .

7.

8.

9.

A. BEDDING AND PIPE ZONE AREAS

MECHANICAL COMPACTION OR CLSM I

(AS APPROVED BY AGENCY)

B. ABOVE PIPE ZONE

MECHANICAL COMPACTION OR CLSM I

MECHANICAL COMPACTION ONLY FOR A MINIMUM OF TOP

16" IN PAVED AREAS (AS APPROVED BY AGENCY)

C. NDOT RIGHT-OF-WAY: SEE NDOT PERMIT TERMS AND CONDITIONS

CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL

SAFETY STANDARDS.

DURING CONSTRUCTION 24" MINIMUM COVER MUST BE MAINTAINED

FROM TOP OF PIPE TO GRADE.

MINIMUM COVER IS REFERENCED TO FUTURE FINISHED FINAL

GRADES AT PIPE OR TOP OF CASING UNLESS OTHERWISE SHOWN

ON PROFILE DRAWINGS.

DIAGONAL PAVEMENT REPLACEMENT IS NOT PERMITTED.

PLACE/INSTALL PIPE LOCATOR RIBBON AND LOCATOR BALLS PER

UDACS PLATE 15. (AS REQUIRED BY AGENCY)

INSTALL CONCRETE DAMS AT MAXIMUM INTERVALS OF 400' TO THE

HEIGHT OF THE DRAIN ROCK. (AS REQUIRED BY AGENCY)

IN THE EVENT OF A CONFLICT BETWEEN THE ABOVE REQUIREMENTS AND

THE NDOT PERMIT, THE PERMIT REQUIREMENTS WILL TAKE PRECEDENCE.

TRENCH & BACKFILL

SECTION AND NOTES

UDACS PLATE NO. 16 & 19

PECIFICATION

UNIMPROVED AREA

N.T.S.

CROSS

UNDISTURBED

EARTH

TRENCH--~

TEE PLUG OR CAP

45• (TYP)

BEARING

AREA (TYP)

(FIGURE 1) (FIGURE 2)

HORIZONTAL OR UPWARD

VERTICAL BEND

DOWNWARD VERTICAL BEND

~--,- #4 REBAR f *

(FIGURE 3)

BEARING AREA IN SQ FT

PIPE ID FIGURE FIGURE FIGURE 3, 6

1 2 go· 4" 2 2 2 2

6" 2 3 4 2

8" 3 5 7 4 2

1 o" 4 8 11 6 3

CONC/CU YDS

FIGURE 4, 6

45· 22' 11

1 1.0 0.5 0.5

1 1.5 1.0 0.5

1 3.0 1.5 1.0

2 4.0 2.5 1.5

7" MIN

(EXTEND 2'

INTO CONCRETE)

(FIGURE 4)

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 FACILl1Y

PER AWWA C651-14 STANDARDS, AND PER NDEP REQUIREMENTS.

LEGEND: d = LARGER DIAMETER PIPE SIZE

CONCRETE

(TYP)

1-1/2 X d 1-1/2 X d

X

1-1/2 X d 1-1/2 X d

UNDISTURBED

EARTH

X

N

11-;...c->,.:.,,._~.,.;. #4 REBAR

UNDISTURBED

EARTH (TYP) TRENCH

WIDTH

PLAN VIEW

2" MIN 7"(MIN) -------+~

(TYP)

ELEVATION

REDUCERS

LEG,_ND: d = NOMINAL PIPE SIZE

TRENCH BOTIOM

~ Call ---tlilJ• before you UnderGround

1-702-432-5300

FREEWAY AND ARTERIAL

SYSTEM OF TRANSPORTATION

1-1/2 X d 1-1/2 X d 1-1/2 X d 1-1/2 X d

CONCRETE

(TYP)

X /

UNDISTURBE;D

EARTH (TYP)

Call before you oig

AVOID CUTTING UNDERGROUND

UTILITYUNES. ITSCOST~Y.

Jl+-'-c.;:..,_~,e,- #4- REBAR Call

UNDISTURBED

EARTH (TYP)

GENERAL NOTES:

TRENCH

WIDTH

PLAN VIEW

2" MIN

(TYP)

X

N

7"(MIN) -+--+--

ELEVATION

GATE VALVES

1. VALVES, FITTINGS AND APPURTENANCES SHALL BE COATED AND WRAPPED IN

ACCORDANCE WITH SECTION 3, PROTECTIVE COATINGS.

2. EXPOSED (NOT ENCASED IN CONCRETE) REBAR SHALL BE WRAPPED IN 10 MIL

DIELECTRIC TAPE.

3. REBAR SHALL BE FORMED AND INSTALLED TO PROVIDE .ELI.LL CONTACT ON THE

FITTING TO BE RESTRAINED.

4. ALL CONCRETE SHALL BE .3000 PSI MINIMUM, 28 DAYS COMPRESSIVE

STRENGTH. CONCRETE IS TO BE PLACED AGAINST UNDISTURBED EARTH.

5. THE TABLE BELOW DENOTES MINIMUM BEARING AREA OR VOLUME OF THRUST

BLOCK. SPECIAL DESIGN CALCULATIONS ARE TO BE SUBMITTED FOR APPROVAL IF

ALLOWABLE SOIL BEARING CAPACllY IS LESS THAN 3000 PSF.

TRENCH BOTIOM

OR

1-800-227-2600

NOTE:

ADVANTAGE CIVIL DESIGN GROUP ASSUMES NO RESPONSIBILl1Y 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

RESPONSIBILl1Y 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.

6. ALL VERTICAL SURFACES NOT BEARING AGAINST UNDISTURBED EARTH SHALL BE FORMED. ~/ f CIVll t7f51uN uROUP, llP

7. RESTRAINED JOINTS MAY BE UTILIZED IN LIEU OF THRUST BLOCKS WHEN

IDENTIFIED ON THE PLANS BY THE ENGINEER AND APPROVED BY THE AGENCY.

8. USE OF 5' BENDS REQUIRES AGENCY APPROVAL AND CAN BE UTILIZED IN

HORIZONTAL ORIENTATION ONLY.

9. USE OF THRUST BLOCKS FOR PIPE DIAMETERS GREATER THAN 12 REQUIRES

PRIOR AGENCY APPROVAL AND WILL BE EVALUATED ON A CASE BY CASE BASIS.

© THRUST &: ANCHOR BLOCK INSTALLATION

UDACS PLATE NO. 30 & 31 N.T.S.

CIVt c'NGINffRING

Office: 102472.2254 fa" 102476.2254

2920 N. GRE:t:N VA!..l.t:Y PKWY.

17l.17G. #4. 511::. 422

Ht:Nl7t:R50N, Nt:Vt'l7A 89014 bna1I: MAIL-@AtJVANTMfCIVlc-NVCOM

CON5U.11NG Pl,ANNING

ALWAYS THINK SAFETY

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AS BUILT PLANS - FEBRUARY 2020 - CONTRACTOR WADLEY CONSTRUCTION

2' MIN

TYP

------~~~-=-.:....i,_ __ _'-::~=~~,::-::::i---

,,----_r- - -;_-=-...Jbc:==---=L:...=..1- - - -

TRENCH LIMITS AT BOTTOM

2' MIN

4' MIN

ITEM DESCRIPTION

CD TAPPING SLEEVE

0 GATE VALVE

0 COUPLING, COLLAR, FITTING, VALVE OR SERVICE SADDLE

0 CONCRETE THRUST BLOCK, SEE UDACS PLATE 31

NOTES:

1. CLEARANCE FROM A COLLAR OR PIPE JOINT SHALL BE A

MINIMUM OF 2 FEET FROM THE EDGE OF TAPPING SLEEVE

TO COLLAR OR PIPE JOINT. THE EXISTING PIPE SHALL BE

EXPOSED SUFFICIENTLY TO ENSURE THAT SUCH MINIMUM

CLEARANCE IS PROVIDED.

2. TRENCH SHALL MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

3. VALVE TO BE SUPPORTED DURING THE WET TAP PROCESS.

4. USE AN AGENCY APPROVED TAPPING SLEEVE BASED ON

PIPE MATERIAL AND TAP SIZE.

5. ALL TAPS TO BE COMPLETED ON HORIZONTAL PIPE ALIGNMENTS ONLY.

'10-EXCAVATION FOR WET TAPS

\::_) UDACS PLATE NO. 34 N.T.S.

GROUTED OR UNGROUTED RIP-RAP

D50; AS SHOWN ON PLANS,

THICKNESS= AS SHOWN ON PLANS

6" SANDY GRAVEL PER 706.03.03 FINE AGGREGATE

SYNTHETIC FILTER FABRIC (GEOTEXTILE 1201 OR EQUAL) NONWOVEN

12" STRUCTURAL FILL SCARIFY AND RECOMPACTED TO 90%

RELATIVE COMPACTION PER ASThl D1557

® RIP RAP SECTION

C UDACS PLATE NO. 34 N.T.S.

IMPROVED AREAS UNIMPROVED AREAS

SEE NOTE 1

ASPHALTIC CONCRETE--

#4 BAR--~

CONT (TYP)

VALVE STEM EXTENSION,---__,.

SEE NOTE 3

ALL VALVES MUST REMAIN

ACCESSIBLE DURING ALL

PHASES OF CONSTRUC-ION

PIPELINE----·---·--····--·-

24" DIA x 1 O" THICK-~

CONCRETE COLLAR

3000 PSI @ 28 DAYS

COMPRESSIVE STRENGTH

#4 BAR--,

COl~T (TYP)

4" M N SKIRT ON -~

VALVE BOX LID PLAN

® VALVE BOX INSTALLATION

8 UDACS PLATE NO. 39 N.T.S

NATIVE FILL MATERIAL

TO 90% COMPACTION

- INSTALL VALVE BOX PLUMl:l

AND CENTER OVER VALVE

OPERATING NUT (TYP)

-N

I

\_ 24" DIA x 1 O" THICK

CONCRETE COLLAR

3000 PSI @ 28 DAYS

COMPRESSIVE STRENGTH

VALVE, SEE NOTE 5

1----- ANCHOR BLOCK, SEE

~---~ UDACS PLATE 30

SECTION

NOTES

L F:NAL RIM ELEVATION TO BE 1 /8''

TO 1 / 4" BELOW FINAL STREET GRADE.

2. MORE STRINGENT INS-ALLATION

REQUIREMENTS MAY BE IMPOSED BY

THE ENTITY HAVII\G Tl I[ JURISDICTION

OVER THE VALVE BOX INSTALLATION

LOCATION.

3. A VALVE STEM EXTE.NSIOI\ SHALL BE

PROVIDED TO WITHIN TWO FEET OF

FINISHED GRADE WHERE THE DEPTH

TO THE OPERATING NUT EXCEEDS

FIVE FEET.

4. CONTRACTOR TO FORM CONCRETE

COLLAR IN UNIMPROVED Akl:.AS W!TH

SONOTUBE OR EQUAL AND REMOVE

PRIOR TO BACKFILL INSTALLATION (TYP).

5. ALL GATE VALVES ~o BE INSTALLED IN

VERTICAL POSITION.

·111==111==1 == == - - ,- - - ·~111~~m~1~~m~m~~111==1

-:111 111:BS:III Ill II' INSTALL FILTER FABRIC II I II J l!~:11111111111 I:- INSTALL 2• TO 4• ~~A~OPBE~~D SIDES OF 11-__ 11~,:---nT----~ DIAMETER DRAIN ROCK

- I - -

.,~1-::m=~~~7-'t:71lill

I::: INSTALL FILTER

-,,.,,-. FABRIC ON TOP

INSTALL 2" SCHED-40

PVC DRAIN PIPE @

S=0.02 SLOPE AND SIDES OF

DRAIN BED.

Cl..

w w

• 0 co

N.T.S.

®~D"""'"RYa.........a...;WE=LL~D-=El.a.;..;Al=L--N.T~.s. 1-'702-227-2929

Call before you D~

AVOID CUTTING UNDERGROUND

UTILITY LINES. !T'S COSTl Y.

Call

OR

1-800-227-2600

~ Call --11\J...-. before you

UnderGround

1-702-432-5300

FREEWAY AND ARTERIAL

SYSTEM OF TRANSPORTATION

NOTE:

ADVANTAGE CIVIL DESIGN GROUP ASSUMES NO RESPONSIBILITY FOR EXISTING

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

HAVE BEEN PLOTIED 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 .

CIVll. fNaNrfRINa f CIVIL. tJf Sit.AN CirzOlP, L.L.P 2920 N. uRl:lN VAl.lfY PKWY.

Office: 102!1;,2.22;,4 fa,: 102!1:>6.22?4 f'lla;I: /v\All.@ADV!\NfMrCVll.-NV.COM

CON5Ul.11Nc:i

B~17u. #4, 5-rf. 422 HfNl7fR50N,NfVAl7A

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1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN

QUESTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING CLARIFICATION FROM THE CONTRACTING

OFFICER PRIOR TO CONTINUING CONSTRUCTION.

2. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE

CONSIDERED THE SAME AS NOTED ITEMS WHICH ARE

GRAPHICALLY REPRESENTED IN THE SAME MANNER.

3. CONTRACTOR SHALL CAULK AT THE INTERFACE OF

INTERIOR FACES OF DOOR FRAMES WITH ADJACENT

MATERIALS EVEN THOUGH JOINT MAY NOT BE VISIBLE.

4. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS

MINIMUM OF1/8” : 12” . SLOPE FLOOR ALL AROUND FROM

ADJACENT WALLS TO FLOOR DRAINS, DO NOT DEPRESS

ONLY THE AREA IMMEDIATELY AROUND THE DRAIN.

5. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR THE LOCATIONS OF PIPING, VENTS,

DUCTS, CURBS, FANS AND OTHER ITEMS WHICH

PENETRATE THE WALL OR ROOF PLANES.

RE: MECHANICAL DRAWINGS FOR EQUIPMENT LAYOUT

RE: CIVIL DRAWINGS FOR FINISH FLOOR ELEVATION

A101 4

A101

A1013

4' - 0"

POST-TENSIONED CONCRETE FLOOR BY

PRECAST CONCRETE BUILDING

MANUFACTURER ON CRUSHED STONE BASE

17' - 4"

7' - 2"

PROVIDE OPENING THROUGH FLOOR FOR WELL HEAD.

COORDINATE WITH OTHERS FOR EXACT LOCATION AND CLEARANCE

REQUIREMENTS. PROVIDE ROOF ACCESS ABOVE WELL HEAD.

4'

0"

4' - 0"

PUMP

HOUSE

CHLORINE

CONTAINMENT

ROOM

ALUMINUM DOOR AND

FRAME

FLOOR DRAIN RE:

PLUMBNG

4" CONCRETE WALLS

SEAL TO FLOOR AND ROOF AND

SEAL ALL PIPE PENETRATIONS

2'

0" 2'

0"

6" HIGH CONC CURB

HM GALV STEEL DOOR AND

FRAME

PAINT

6'

8"

LOUVER

RE: MECHANICAL

HVAC UNIT

RE: MECHANICAL

2' - 0"

3'

8"

4' - 0"

8"

8"

PRECAST CONCRETE WALL PANEL

FINISH: SPLIT FACE RE: 6/A101

8'

1"

EXHAUST FAN

RE: MECHANICAL

5' - 6"

7'

6"

PRECAST CONCRETE WALL PANEL

FINISH: SPLIT FACE RE: 6/A101

ALUMINUM DOOR AND FRAME

WITH 24"x12" LOUVER

6"

6'

8"

6" 2' - 0" 6" 1'

0"

6"

3' - 0"

HVAC UNIT

RE: MECHANICAL

EXHAUST FAN

RE: MECHANICAL

1' - 0" 1' - 0"

PRECAST CONCRETE WALL PANEL

FINISH: SPLIT FACE RE: 6/A101

ELECTRIC METER

RE: ELECTRICAL

5'

0"

3' - 0"

WP GFI OUTLET

RE: ELECTRICAL

7'

0"

4' - 0"

PRECAST CONCRETE ROOF

FINISH: RE: 7/A101

SL

O

PE

' I N

2"

PROVIDE REMOVABLE ROOF PANEL FOR ACCESS TO WELL

HEAD. COORDINATE SIZE AND LOCATION WITH WELL DESIGN.

3/4" RELIEF

4.50 2.50 0.50 1.00

1.50

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LA

R K

C O U N

TY

N E V A D A

L1 P D

R E D

R O C K

V

IS

IT

O R 'S

C E N

TE

R

B U R E A U

O F

LA

N D

M A N A G E M E N T

U N

IT

E D

S

TA

TE

S

D E P A R

TM

E N T O F

TH

E

IN

TE

R

IO

R

C H K 'D

B Y

D R A W N

B Y

P R O

JE

C T N O

D E S

IG

N E D

B Y

D E S

IG

N

O F F

IC

E

A P P R O V E D

B Y

D A

TE

D E S C R

IP

TI

O N

M A R K

A P P R O V E D

D A

TE

SHEET OF

B U R E A U

O F

LA

N D

M A N A G E M E N T

U .S D E P A R

TM

E N T O F

TH

E

IN

TE

R

IO

R

C H A M B E R

LI

N

A R C H

IT

E C

TS

D E S

IG

N

D O C U M E N

TS

C O N S

TR

U C

TI

O N

D O C U M E N

TS

N D E P

R E S U B M

IT

TA

L

A101

W D

D G

W D

GENERAL NEW CONSTRUCTION NOTES

0' 1'

2'0' 1'

2' A101

FLOOR PLAN1

0' 1'

2'0' 1'

2' A101

WEST ELEVATION4

0' 1'

2'0' 1'

2' A101

EAST ELEVATION3

0' 1'

2'0' 1'

2' A101

NORTH ELEVATION5

0' 1'

2'0' 1'

2' A101

ROOF PLAN2

NOT TO SCALEA101

SPLIT FACE FINISH6

NOT TO SCALEA101

ROOF FINISH7

PU

M

P H

O U

SE

P

LA

N

S

AN

D E

LE

VA

TI

O

N S wci2 Text Box

LED LIGHT

wci2 Text Box wci2 Text Box wci2 Callout Visitor Center *Pump Status Indicator Lights wci2 Line wci2 Line wci2 Line wci2 Line wci2 Text Box Telemetry Antenna Mast wci2 Polygon wci2 Callout

DELETED

wci2 Text Box

* See Wiring Diagram for Explanation on Indicator Lights / O&M Manual * wci2

MECHANICAL LEGEND

PLUMBING

--- DOMESTICCOLDWATER

- -- - DOMESTIC HOT WATER

--180- DOMESTIC HOT WATER (TEMP.SHOWN)

-- - -- DOMESTIC HOT WATER CIRCULATING

-T - TEMPERED WATER

-NP - NON-POTABLE WATER

--NG-

--V--

-CHV-

-SAN-

-GW-

-CHW-

-ST-

NATURAL GAS

PLUMBING VENT PIPE

CHEMICAL VENT PIPE

SANITARY WASTE PIPE

GREASE WASTE PIPE

CHEMICAL WASTE PIPE

STORM DRAIN/ BUILDING STORM SEWER PIPE

-OST- OVERFLOW STORM DRAIN PIPE

- VAC - VACUUM PIPE

-CA- COMPRESSED AIR PIPE

HORIZONTAL CLEANOUT

---@ VERTICAL CLEANOUT

- D - DRAIN PIPE

VALVES & SPECIALTIES

--ch:J-- FLOW INDICATOR

I I ~

SHUT-OFF VALVE

CHECK VALVE

PLUG VALVE.

BALL VALVE

N.O. VALVE WI LOCKING COVER

DRAIN VALVE W/ HOSE END

STRAINER W/ BLOW-OFF VALVE & HOSE END

PRESSURE INDEPENDENT 2-WAY CONTROL VALVE

PRESSURE REDUCING VALVE

SAFETY OR RELIEF VALVE

PRESSURE GAUGE W/ PIG TAIL & COCK

VACUUM BREAKER

---cnn:}- PIPE EXPANSION JOINT

---{J)ZZZair FLEXIBLE PIPE CONNECTOR (STAINLESS STEEL BRAIDED)

--{J:Q:0- FLEXIBLE EQUIPMENT CONNECTOR (RUBBER DOUBLE BELLOWS)

--1ljl-- PIPE UNION

-----1] PIPE CAP

PIPE GUIDE

CONTROLS (IN PLAN)

(I) THERMOSTAT/TEMP SENSOR

PRESSURE SWITCH

SWITCH

FLOW METER

MKK

CONSULTING ENGINEERS, INC.

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