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DESCRIPTIONDATEREV No APPROVED CLARK COUNTY, NEVADA, DEPARTMENT OF PUBLIC WORKSNONE

SHEET No

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

3753 HOWARD HUGHES PARKWAYSUITE 135, LAS VEGAS, NEVADA 89169T (702) 697-8100, F (702) 697-8170 B

ID N

O. :

604

651

- 17

WORK ORDER

PROJECT NO. R033R16

D2016-003L-2149

JONES BOULEVARDPYLE AVENUE TO BLUE DIAMOND ROAD G2

RIGHT OF WAY

CENTER LINE"X"

ROW

s

PROPOSED LINE

PROPOSED LIGHTING

PROPOSED SIGNAL POLE (WITH MAST ARM)

LEGENDABBREVIATIONS

PROJECT #

LVVWD NOTES125441

OVERHEADYOU DO

1-702-227-2929

POWER LINES. IT'S COSTLY.AVOID HITTING OVERHEAD

CALL BEFORE

1-702-432-5300FREEWAY AND ARTERIAL

Callbefore you

UnderGround

SYSTEM OF TRANSPORTATION

Call before you D gAVOID CUTTING UNDERGROUND

UTILITY LINES. IT'S COSTLY.

Call

1-800-227-2600OR

GENERAL NOTES

13

12

11

9

8

6

5

4

3

2 PER SPECIAL PROVISIONS SECTION 637.03.03, PLEASE REFER TO THE “THE LAS VEGAS VALLEYCONSTRUCTION SITE BEST MANAGEMENT PRACTICES GUIDANCE MANUAL”, SECTION 3.5.1 FOR THESTORMWATER MANAGEMENT NOTES AND APPENDIX B FOR THE VARIOUS REQUIRED CHECKLISTS. THEMANUAL CAN BE FOUND HERE:HTTP://RFCD.PIMA.GOV/PDD/LID/PDFS/20-NV-LAS-VEGAS-VALLEY-CONSTRUCTION-SITE-BMP-GUIDANCE-MANUAL-2009.PDFALL UTILITY LOCATIONS ON THESE PLANS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FORVERIFYING THE LOCATION OF ALL UTILITIES LIKELY TO BE AFFECTED AND TO PROTECT IN PLACE, ALLUTILITIES SHOWN HEREIN. THE CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OFSUSPECTED UTILITY INTERFERENCES, AND SHALL FURNISH INFORMATION ON THE SAME TO THEENGINEER, NOT LESS THAN TEN (10) DAYS PRIOR TO THE ANTICIPATED IMPACT OF THESE SUSPECTEDINTERFERENCES ON HIS WORK. IF CONFLICTS EXIST, THE CONTRACTOR WILL IMMEDIATELY CONTACTTHE ENGINEER AND PROVIDE THE ENGINEER WITH ALL THE NECESSARY DATA SUCH AS ELEVATIONS,HORIZONTAL LOCATIONS, ETC., AND PROVIDE THE ENGINEER WITH SKETCHES INDICATING THEPROPOSED IMPROVEMENT AND THE UTILITY CONFLICT. THE ENGINEER WILL EXAMINE AND REVIEW ALLTHE DATA AND SKETCHES PROVIDED, AND WILL PROVIDE THE CONTRACTOR WITH AN ALTERNATIVEDESIGN WITHIN FIVE (5) DAYS AFTER RECEIPT OF DATA AND SKETCHES.CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST SEVENTY-TWO (72) HOURS PRIOR TOBEGINNING CONSTRUCTIONSIGNATURES SHOWN ON THE COVER OF THESE PLANS, BY THE LOCAL UTILITY COMPANIES DOES NOTASSUME OR GUARANTEE THEIR LIABILITY FOR KNOWN OR UNKNOWN CONFLICTS WITH EXISTING ORPROPOSED IMPROVEMENTS. RESOLUTION OF ANY CONFLICTS WILL BE ACCOMPLISHED PURSUANT TOLOCAL ORDINANCES, NEVADA REVISED STATUTES AND/OR PUBLIC UTILITY COMMISSION RULES ANDREGULATIONS.

THE CONTRACTOR SHALL COORDINATE WITH THE NV ENERGY COMPANY, CENTRAL TELEPHONECOMPANY: DBA CENTURYLINK, LOCAL CABLE COMPANY AND THE SOUTHWEST GAS CORPORATION FORTHE RELOCATION OF UNDERGROUND OR OVERHEAD UTILITIES THAT INTERFERE WITH THE REQUIREDIMPROVEMENTS AS SHOWN ON THE PLANS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERTICAL ADJUSTMENT OF ALL LAS VEGASVALLEY WATER DISTRICT FACILITIES AND CLARK COUNTY WATER RECLAMATION DISTRICT MANHOLESTO FINISHED GRADE AS INDICATED ON THE PLANS OR IN THE SPECIAL PROVISIONS UNLESS OTHERWISEINDICATED.ALL SANITARY SEWER LINES SHOWN ON THESE PLANS ARE CLARK COUNTY WATER RECLAMATIONDISTRICT PUBLIC LINES, UNLESS OTHERWISE NOTED.ALL CCWRD SANITARY SEWER MANHOLE ADJUSTMENTS SHALL BE PER DSCWCS SD-4 AND SD-5 ANDSECTION 630 OF THE PROJECT SPECIFICATIONS.

EXACT LOCATIONS OF ALL SAWCUT LINES SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.THOSE SAWCUTS THAT ARE LONGITUDINAL TO THE ROADWAY MAY BE WHEEL CUT WITH EQUIPMENT ASAPPROVED BY THE ENGINEER. ALL OTHER SAWCUTS SHALL BE MADE BY A ROTARY SAW.

IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY OBSTRUCTION, TEMPORARYREMOVAL, OR RELOCATION OF ANY EXISTING TRAFFIC PAVEMENT MARKING REQUIRED TO REMAIN,SUCH PAVEMENT MARKING SHALL BE RESTORED OR REPLACED WITH LIKE MATERIALS TO THESATISFACTION OF THE COUNTY TRAFFIC MANAGER.FAST INTERCONNECT CABLE POLICY IS IN EFFECT. INTERCONNECT/FIBER OPTIC CABLE MUST BEMAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY OVERHEADINTERCONNECT/FIBER OPTIC CABLE WHILE PERMANENT CABLE IS BEING RELOCATED. TEMPORARYAERIAL INSTALLATION MUST BE ACCEPTABLE TO THE COUNTY TRAFFIC MANAGER AND TO FAST. ANYDAMAGE TO THIS CABLE IS DEEMED AN EMERGENCY BY FAST, CITY OF LAS VEGAS, CLARK COUNTY ANDNDOT AND MUST BE REPAIRED IMMEDIATELY TO FAST ACCEPTANCE. DAMAGES MAY BE ASSESSEDAGAINST THE CONTRACTOR AFTER 24 HOURS HAS ELAPSED FROM THE TIME OF BREAK OR DAMAGE.$2,500 PER DAY DAMAGES WILL BE ASSESSED AFTER TWENTY-FOUR (24) HOURS HAS ELAPSED FROMTHE TIME OF BREAK OR DAMAGE.TO COPPER WIRED INTERCONNECT CABLE AND $7,500 PER DAY FORDAMAGE TO FIBER OPTIC CABLE.

7 CONTRACTOR SHALL CALL SOUTHWEST GAS AT 702-651-2111 FOR STANDBY WHEN EXCAVATING OVEROR NEAR HIGH PRESSURE GAS LINES.

1 ALL CONSTRUCTION AND TRAFFIC SIGNAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE"UNIFORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OFF-SITE IMPROVEMENTS,CLARK COUNTY AREA, NEVADA", AND APPENDICES. THE MANUAL CAN BE FOUND HERE:HTTP://RTCWS.RTCSNV.COM/MPO/STREETS/V4_STREETS_SPECIFICATIONS.CFM

10 THE CONTRACTOR SHALL NOT REMOVE TREES, SHRUBS, LAWNS, WALLS, FENCES, SIGNS, STRUCTURE,LIGHTS OR ANY OTHER IMPROVEMENTS OUTSIDE THE RIGHT-OF-WAY EXCEPT WHERE REQUIRED TO DOSO BY THE CONTRACT DRAWINGS OR AS DIRECTED BY THE ENGINEER.

14 ALL STORM DRAIN MANHOLE ACCESS COVERS SHALL HAVE A MINIMUM DIAMETER OF THIRTY (30")INCHES

15 THE CONTRACTOR SHALL NOT BE ALLOWED TO CLOSE MORE THAN ONE CONSECUTIVE BUS STOP ONTHE SAME SIDE OF THE STREET. TEMPORARY CLOSURES SHALL BE PWD (PERSON'S WITH DISABILITY)ACCESSIBLE BEFORE ANY BUS STOP CAN BE CLOSED. THE CONTRACTOR SHALL NOTIFY CARLSCARBROUGH AT (702) 676-1608 OR ERIC TRAASDAHL AT (702) 676-1633, AT LEAST SEVEN WORKINGDAYS IN ADVANCE.

16 THE CONTRACTOR SHALL SUBMIT A BUS STOP CLOSURES SCHEDULE WITH THE TRAFFIC CONTROLPLAN. THE BUS STOP CLOSURE SCHEDULE SHALL IDENTIFY SPECIFIC DURATIONS AND TIMES OF THEDAY FOR ALL PROPOSED BUS STOP CLOSURES. BUS STOP CLOSURES ARE NOT TO EXCEED TWOCONSECUTIVE STOPS AT ONE TIME, OR MORE THAN 1,000 FEET AT A TIME. PERSONS WITH DISABILITIESSHALL HAVE ACCESS TO BUS STOPS. THE CONTRACTOR SHALL PROVIDE A 100 FOOT LONG BY 10 FEETWIDE GRAVELED TURN OUT AT TEMPORARY BUS STOPS.

NO WORK SHALL BEGIN UNTIL THE WATER PLANS HAVE BEEN APPROVED FOR CONSTRUCTIONBY THE LVVWD. FOLLOWING WATER PLAN APPROVAL, NOTICE SHALL BE GIVEN TO THE LVVWDCOMMUNICATION SUPPORT CENTER (258-7171) TWO (2) WORKING DAYS PRIOR TO START OFCONSTRUCTION. FOR FUTURE INSPECTIONS, NOTICE MUST BE GIVEN BY 2:00 P.M. THEBUSINESS DAY PRIOR TO THE REQUESTED LVVWD INSPECTION. WHEN REQUESTING

INSPECTIONS, PLEASE REFER TO THE PROJECT # IDENTIFIED ABOVE.

ALL WORK SHALL CONFORM TO LVVWD STANDARD PLATES, DRAWINGS, AND SPECIFICATIONS,AND TO THE 2010 EDITION OF THE UNIFORM DESIGN AND CONSTRUCTION STANDARDS FORPOTABLE WATER SYSTEMS (UDACS). THE LATEST EDITION OF UDACS SHALL SUPERSEDE ANYCONFLICTS CONTAINED IN THE APPROVED DRAWINGS AND/OR SPECIFICATIONS.

ALL WORK, EXCEPT AS MODIFIED BY THESE PLANS OR BY NOTE 2 ABOVE, SHALL BE DONE INACCORDANCE WITH THE MOST RECENT DRAFT OR EDITION OF THE UNIFORM STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OFFSITE IMPROVEMENT, CLARK COUNTYAREA.A SINGLE PIPE MATERIAL SHALL BE USED THROUGHOUT THE PROJECT UNLESS OTHERWISEAPPROVED BY THE LVVWD.

ALL WATER AND STORM DRAIN OR SANITARY SEWER CROSSINGS SHALL CONFORM TOSECTION 2.22 OF THE 2010 EDITION OF THE UDACS.

THE CONTRACTOR MUST OBTAIN ALL METERS TWO (2) INCHES AND SMALLER FROM LVVWDCENTRAL STORES. TELEPHONE 258-3152 OR 258-3802 TWO (2) WORKING DAYS PRIOR TO METERPICKUP.

ALL SERVICE LATERALS TWO (2) INCHES IN DIAMETER AND SMALLER SHALL BE TYPE K COPPERTUBING WITH LVVWD APPROVED SERVICE SADDLES.

ALL WATER METER BOXES SHALL BE LOCATED OUTSIDE OF DRIVEWAY AREAS.

ALL VALVES SHALL BE LOCATED OUTSIDE OF DRIVEWAYS, VALLEY AND CURB GUTTERS.

ALL WATER FACILITIES SHALL BE FILLED, DISINFECTED, PRESSURE TESTED, FLUSHED, FILLEDAND AN ACCEPTABLE WATER SAMPLE OBTAINED, PRIOR TO CONNECTION TO THE LVVWDDISTRIBUTION SYSTEM.

ANY INTERRUPTION OF SERVICE MUST BE PERFORMED IN ACCORDANCE WITH UDACS SECTION3.14.01, AND APPROVED BY THE LVVWD INSPECTION DIVISION PRIOR TO SHUTDOWN. PROPERWRITTEN NOTIFICATION MUST BE GIVEN TO ALL AFFECTED CUSTOMERS

ALL WATER FACILITY CONSTRUCTION MATERIALS USED MUST BE LISTED ON THE LVVWDPRE-APPROVED MATERIAL AND MANUFACTURER'S LISTING FOR NEW FACILITIES, LATESTREVISION, OR SPECIFICALLY APPROVED ON THESE PLANS.

TELEPHONE "CALL BEFORE YOU DIG" AT "811" OR 1-800-227-2600.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

THE INSTALLATION OF LAS VEGAS VALLEY WATER DISTRICT (LVVWD) MUNICIPAL WATERFACILITIES WITHIN ALL STREETS IS ASSUMED TO BE IN COMPLIANCE WITH THE UNIFORMSTANDARDS, INCLUDING THE PLACEMENT OF ASPHALT PAVING STREET SURFACES. ANYREPAIR WORK DONE BY THE LVVWD TO THE MUNICIPAL WATER FACILITIES WILL INCLUDE THEPLACEMENT OF AN APPROPRIATELY SIZED ASPHALT REPAIR PATCH ON THE STREET SURFACE.

ANY DECORATIVE PAVING SURFACE WITHIN THE STREET IS THE RESPONSIBILITY OF THEOWNER'S ASSOCIATION, OR THE INDIVIDUAL PROPERTY OWNERS IF NO OWNER'S ASSOCIATIONIS IN EXISTENCE, OR THE AGENCY HAVING JURISDICTION. DECORATIVE SURFACE MATERIALSPLACED WITHIN THE TEN FOOT EASEMENT ABUTTING A PUBLIC OR PRIVATE STREET, IFDISTURBED BY THE LVVWD DURING THE REPAIR OR OPERATION OF ITS FACILITIES, WILL BEREPLACED BY LVVWD WITH AN APPROPRIATELY SIZED PLAIN FINISH CONCRETE PATCH. THELVVWD WILL NOT RESTORE, AND WILL NOT BE RESPONSIBLE FOR THE RESTORATION OF, ANYDECORATIVE PAVING SURFACE WITHIN THE STREET. THE LVVWD WILL NOT ATTEMPT TO MATCHCOLOR OR FINISH OF ANY ADJACENT MATERIALS.

14.

NO LEAD COMPLIANCE NOTE:TO COMPLY WITH THE FEDERAL SAFE DRINKING WATER ACT, ALL WATER WORKS BRASSPRODUCTS PROPOSED TO BE RELOCATED, OR INSTALLED AS NEW MUST BE INSTALLED WITHTHE LEAD FREE APPROVED PRODUCT. THE OLD LEADED PRODUCT MAY NOT BE REUSED.

15.

ABANACAEPAPBOBOCBOSCATVCCCCPWCCRFCDCCWRDCLCLRCLSMCONCCONSTDCSWCS

DEGDIDIMDISDRDWGFOEEGEL/ELEVEOPEST.EXEXTFGFHFLFOFOCFTGGVHDPEHEHGLHORIZICVINVLFLLTLVVWDMAXMHMINNEN.T.S.NO.NDOTNW

ABANDONASPHALT CONCRETEAUTHORIZATION TO ENTER PROPERTYANGLE POINTBLOWOFFBACK OF CURBBACK OF SIDEWALKCABLE TVCLARK COUNTYCLARK COUNTY PUBLIC WORKSCLARK COUNTY REGIONAL FLOOD CONTROL DISTRICTCLARK COUNTY WATER RECLAMATION DISTRICTCENTERLINECLEAR, CLEARANCECONTROLLED LOW STRENGTH MATERIALCONCRETECONSTRUCT, CONSTRUCTIONDESIGN AND CONSTRUCTION STANDARDSFOR WASTEWATER COLLECTION SYSTEMSDEGREEDROP INLETDIMENSIONDISTANCEDRIVEDRAWINGFIBER OPTICEAST/ELECTRICEXISTING GRADEELEVATIONEDGE OF PAVEMENTESTIMATEEXISTINGEXTERIORFINISHED GRADEFIRE HYDRANTFLOW LINEFIBER OPTICFRONT OF CUEBFOOT, FEETGASGATE VALVEHIGH DENSITY POLYETHYLENEHORIZONTAL ELLIPTICALHYDRAULIC GRADE LINEHORIZONTALIRRIGATION CONTROL VALVEINVERTLINEAR FEETLENGTHLEFTLAS VEGAS VALLEY WATER DISTRICTMAXIMUMMANHOLEMINIMUMNORTHEASTNOT TO SCALENUMBERNEVADA DEPARTMENT OF TRANSPORTATIONNORTHWEST

NO.C.OHPBPBSPCP/EPE GASPGPHPRCPTPVCPWSQPLRRCPRDRPMRTROWSSDSDMHSESHSLSSSSMHSTASTDSTSTLSWTTELTOTTPFCTSTSBTVTYPUDACSUGUSDUSDCCAUSSUTACSVARVERTVLVWLWMWMHWTRWV

NORTHON CENTEROVERHEADPULL BOXPLANTMIX BITUMINOUS SURFACEPOINT OF CURVATUREPROPERTY EASEMENTPOLYETHYLENE GASPROFILE GRADEPOTHOLEPOINT OF REVERSE CURVEPOINT OF TANGENTPOINT OF VERTICAL CURVEPOTABLE WATER SYSTEMSQUALIFIED PRODUCTS LISTRADIUSREINFORCED CONCRETE PIPEROADRAISED PAVEMENT MARKERRIGHTRIGHT OF WAYSOUTHSTORM DRAINSTORM DRAIN MANHOLESOUTHEASTSHOULDERSTREETLIGHTSANITARY SEWERSANITARY SEWER MANHOLESTATIONSTANDARDSTREETSTEELSOUTHWESTTANGENTTELEPHONETOTALTOP OF PAVEMENT AT FACE OF CURBTRAFFIC SIGNALTRAFFIC SIGNAL BOXCABLE TELEVISIONTYPICALUNIFORM DESIGN AND CONSTRUCTION STANDARDSUNDERGROUNDUNIFORM STANDARD DRAWINGSUNIFORM STANDARD DRAWINGS CLARK COUNTY AREAUNIFORM STANDARD SPECIFICATIONSULTRA THIN ASPHALT CONCRETE SURFACINGSVARIESVERTICALVALVEWATERLINEWATER METERWATER MANHOLEWATERWATER VALVE

PROPOSED SIDEWALK RAMP

SHEET 2 OF 64

PROPOSED SIGNAL POLE (NO MAST ARM)

QUANTITIES, GENERAL AND LVVWD NOTES, LEGEND & ABBREVIATIONS

N/A

N/A

PROPOSED ELECTRIC

PROPOSED FIBER OPTIC CONDUIT

SUMMARY OF APPROXIMATE QUANTITIES FOR JONES

Las Vegas Valley Water District Engineering ServicesProject #

APPROVED FOR CONSTRUCTION

First Approved Date125441

NV ENERGY REVIEWNV ENERGY ACKNOWLEDGES THAT WE HAVE RECEIVED YOUR PLANS AND WILL PROVIDESERVICE TO ALL ELECTRICAL NEEDS ASSOCIATED WITH THIS PROJECT.NV ENERGY RESERVES THE RIGHT TO ADDRESS ANY EXISTING OR FUTURE CONFLICTS ONCETHE FINAL DESIGN IS COMPLETED. THE NEW SERVICE AND THE RESOLUTION OF ANYCONFLICTS WILL BE ACCOMPLISHED PURSUANT TO THE NEVADA PUBLIC UTILITY COMMISSION'SRULES AND REGULATIONS.

NV Energy Date

APPROVAL:

1

1 QUANTITY UPDATE1-30-18

1

2 REMOVE LANDSCAPE AND DRIP IRRIGATION1-30-18

2

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DESCRIPTIONDATEREV No APPROVED CLARK COUNTY, NEVADA, DEPARTMENT OF PUBLIC WORKSNONE

SHEET No

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

3753 HOWARD HUGHES PARKWAYSUITE 135, LAS VEGAS, NEVADA 89169T (702) 697-8100, F (702) 697-8170 B

ID N

O. :

604

651

- 17

WORK ORDER

PROJECT NO. R033R16

D2016-003L-2149

JONES BOULEVARDPYLE AVENUE TO BLUE DIAMOND ROAD G2A

OVERHEADYOU DO

1-702-227-2929

POWER LINES. IT'S COSTLY.AVOID HITTING OVERHEAD

CALL BEFORE

1-702-432-5300FREEWAY AND ARTERIAL

Callbefore you

UnderGround

SYSTEM OF TRANSPORTATION

Call before you D gAVOID CUTTING UNDERGROUND

UTILITY LINES. IT'S COSTLY.

Call

1-800-227-2600OR

SHEET 3 OF 64QUANTITIES

N/A

N/A

SUMMARY OF APPROXIMATE QUANTITIES FOR LINDELL SUMMARY OF APPROXIMATE QUANTITIES FOR RUSSELL

1

1 QUANTITY UPDATE1-30-18

18" RCPL= 55'S= 7.69%

JDI-0

1"J

O" 6

9+00

.00,

47.

00 L

TR

IM=

2451

.01

INV

OU

T=24

43.2

2

EXISTING GROUND PROPOSED GROUND

"JO" 69+39.39, 84.04' LTINV=2439.00CONNECT TO PROPOSED14' X 8' RCBPER DETAIL ON SHEET D2

HGL Q10=6.2 CFSHGL Q100=11.9 CFS

JDI-0

2"J

O" 7

5+06

.50,

170

.50

LTR

IM=

2456

.23

INV

OU

T=24

45.2

7

48" RCPL= 75'

S= 13.67%

EXISTING GROUNDPROPOSED BERM

"JO" 75+26.43, 95.40' LTINV=2435.06CONNECT TO EX 12' X 6' ARCHPER DETAIL ON SHEET D2

HGL Q100=171 CFS

PROPOSED GROUND

JDI-0

3"J

O" 7

6+20

.10,

48.

37 L

TR

IM=

2452

.49

INV

OU

T=24

36.5

4

18" RCPL= 14'

S= 20.27%

"JO" 76+12.91, 34.49' LTINV=2433.74CONNECT TO EX 12' X 6' ARCHPER DETAIL ON SHEET D2

EXISTING GROUND

HGL Q100=15.4 CFS

PROPOSED GROUND

HGL Q10=7.7 CFS

1. INLET STATION/OFFSET DISTANCE LISTED IN PLANS IS MEASURED TO WHERELATERAL ENDS AT INSIDE OF DROP INLET.

"JO" 68+88.97, 98.12 LTINV=2440.00

CONNECT TO PROPOSED14' X 8' RCB

PER DETAIL ON SHEET D2

42" RCPL= 37'

S= 15.09%

JDI-05(1)"JO" 68+63.50, 127.15 LTRIM=2453.50INV OUT=2445.50

EXISTING GROUNDPROPOSED BERM

HGL Q100=104 CFS

"JO" 68+96.97, 98.11' LTINV=2440.00

CONNECT TO PROPOSED14' X 8' RCB

PER DETAIL ON SHEET D2

42" RCPL= 37'

S= 15.09%

JDI-05(2)"JO" 68+71.50, 127.15 LTRIM=2453.50INV OUT=2445.50

EXISTING GROUNDPROPOSED BERM

HGL Q100=104 CFS

"JO" 69+04.97, 98.10' LTINV=2440.00

CONNECT TO PROPOSED14' X 8' RCB

PER DETAIL ON SHEET D2

42" RCPL= 37'

S= 15.09%

JDI-05(3)"JO" 68+79.50, 127.15 LTRIM=2453.50INV OUT=2445.50

EXISTING GROUNDPROPOSED BERM

HGL Q100=104 CFS

"JO" 69+12.97, 98.08' LTINV=2440.00

CONNECT TO PROPOSED14' X 8' RCB

PER DETAIL ON SHEET D2

42" RCPL= 37'

S= 15.09%

JDI-05(4)"JO" 68+87.50, 127.15 LTRIM=2453.50INV OUT=2445.50

EXISTING GROUNDPROPOSED BERM

HGL Q100=104 CFS

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DESCRIPTIONDATEREV No APPROVED CLARK COUNTY, NEVADA, DEPARTMENT OF PUBLIC WORKSNONE

SHEET No

CHECKED BY:

DRAWN BY:

DESIGNED BY:

DATE:

3753 HOWARD HUGHES PARKWAYSUITE 135, LAS VEGAS, NEVADA 89169T (702) 697-8100, F (702) 697-8170 B

ID N

O. :

604

651

- 17

WORK ORDER

PROJECT NO. R033R16

D2016-003L-2149

JONES BOULEVARDPYLE AVENUE TO BLUE DIAMOND ROAD SD3

1"=10'

SHEET 55 OF 64

1"=40'

2460

2450

2460

2450

24402440

24302430

2460

2450

2460

2450

24402440

24302430

2460

2450

2460

2450

24402440

24302430

"JO" 69+00 "JO" 75+07 "JO" 76+20

"JO" 68+64 "JO" 68+72 "JO" 68+80 "JO" 68+88

2450

2440

2430

2460 2460

2450

2440

2430

2450

2440

2430

2460 2460

2450

2440

2430

2450

2440

2430

2460 2460

2450

2440

2430

2450

2440

2430

2460 2460

2450

2440

2430

DRAINAGE PROFILES - "JO" 68+64 "JO" 68+72, "JO" 68+80, "JO" 68+88,"JO" 69+00, "JO" 75+07, "JO" 76+20

1 PIPE SIZE, HGL, INVERTS MODIFIED1-26-18

2 CCWRD SIGNATURE BLOCK REMOVED1-26-18

2

1 1 1 1

1

1

1