Attachment_2B_Amended_Sewer_Drawings.pdf

PDF 8 MB Posted Mar 15, 2024

Attached to: SLOAN CANYON CONTACT STATION CONSTRUCTION & DELEGA
Solicitation number: 140L0624R0026
Issued by: Department of the Interior Bureau of Land Management National Office

About this file

Written by GovTribe AI · Mar 15, 2024

This document package includes engineering drawings and specifications for a sewer project, as well as details of a related federal solicitation. The engineering drawings show plans for approximately 3,900 linear feet of 6-inch sewer lines, 65 linear feet of 8-inch sewer lines, and other public and private infrastructure quantities. The drawings are stamped by a professional engineer registered in Nevada. The federal solicitation is for the Sloan Canyon Contact Station Construction and Delegated Design project managed by the Bureau of Land Management National Office. The solicitation number is 140L0624R0026 and opportunity type is listed as a solicitation. No further details are provided on response dates, award timing, or requirements in the federal contract opportunity document.

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Attachment_3C_Amended_Sewer_Specifications.pdf	PDF	Mar 15, 2024
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Attachment_7_Drainage_Report.pdf	PDF	Mar 15, 2024
Attachment_9_Lim_on_SubK_Breakout.xlsx	XLSX spreadsheet	Mar 15, 2024
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Attachment_3B_Construction_Specifications_2.pdf	PDF	Mar 15, 2024
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Daniel Gaynes Text Box Jarrett Plies 23JMPB462 08/18/23

Daniel Gaynes

6 SEP 23

Pr oj ec t #

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Iss ue

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ALWAYS THINK SAFETY

ALCity approval of the improvement plans is granted for two (2) years. A one (1) year extension may be granted by submitting an Improvement Agreement Extension Amendment to the City of Henderson Department of Public Works if work is not completed within two (2) years of the original approval date.

City Engineer – City of Henderson

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

PCVL2023245568

G-102

GENERAL

LEGEND & ABBREVIATION

S S

PUBLIC AND PRIVATE PROJECT QUANTITIES

UNIT OF MEASURE PUBLIC QUANTITY PRIVATE QUANTITY

ASPHALT PAVING SY 61 84

RIGHT-OF-WAY EXCAVATION CY 150 0

CURB & GUTTER - "L" TYPE LF 40 0

CURB & GUTTER - ROLL LF 20 0

SIDEWALK - CONCRETE SF 185 0

6" SEWER LF 0 3900

8" SEWER LF 65 0

8" SEWER IN PAVED AREA LF 100 0

SEWER MANHOLES >6', <18' EA 3 0

TRENCHING LF 0 4,000

AutoCAD SHX Text Call before you D g

AutoCAD SHX Text Avoid cutting underground

AutoCAD SHX Text utility lines. It's costly.

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AutoCAD SHX Text 1-702-227-2929

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NV ENERGY ENVIRONMENT AND

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SAFETY SERVICES DEPARTMENT

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AutoCAD SHX Text 1-800-642-2444

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KEY NOTE SYMBOL

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KEYNOTE INDICATOR

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DETAIL INDICATOR

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DIMENSION

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MATCHLINE

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MATCHLINE

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SEE XX/XXX

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REVISION INDICATOR (SHOWN WITH CLOUD)

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DETAIL NUMBER

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REFERENCE DRAWING NUMBER

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SECTION NUMBER

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REFERENCE DRAWING NUMBER

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DRAWING SYMBOLS

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GRAPHIC (BAR) SCALE

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CD1

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CD1

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CD1

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NORTH ARROW

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PLAN

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CD1

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NOT TO SCALE

AutoCAD SHX Text ABBREVIATIONS & AND AND ANGLE ANGLE °DEGREES Δ DELTA DELTA DIAMETER " INCH(ES) INCH(ES) ' FOOT / FEET FOOT / FEET A/C AIR CONDITIONING AIR CONDITIONING A/E ARCHITECT / ENGINEER ARCHITECT / ENGINEER AB ANCHOR BOLT ANCHOR BOLT ABAN ABANDON(ED) ABANDON(ED) ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE ACP ASBESTOS CEMENT PIPE ASBESTOS CEMENT PIPE ADA AMERICANS WITH DISABILITIES AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADDITIONAL AGG AGGREGATE AGGREGATE ALT ALTERNATE ALTERNATE ANSI AMERICAN NATIONAL AMERICAN NATIONAL STANDARDS INSTITUTE APPD APPROVED APPROVED APN ASSESSOR PARCEL NUMBER ASSESSOR PARCEL NUMBER APPROX APPROXIMATE APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY MECHANICAL AMERICAN SOCIETY MECHANICAL ENGINEERS ASPE AMERICAN SOCIETY PLUMBING AMERICAN SOCIETY PLUMBING ENGINEERS ASPH ASPHALT ASPHALT ASSN ASSOCIATION ASSOCIATION ASSY ASSEMBLY ASSEMBLY ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS AUX AUXILIARY AUXILIARY AVE AVENUE AVENUE AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE BC BACK OF CURB BACK OF CURB BCR BEGINNING OF CURB RETURN BEGINNING OF CURB RETURN BE BELL END BELL END BLDG BUILDING BUILDING BLM BUREAU OF LAND MANAGEMENT BUREAU OF LAND MANAGEMENT BLVD BOULEVARD BOULEVARD BM BENCHMARK BENCHMARK BOT BOTTOM BOTTOM BRG BEARING BEARING BV BALL VALVE BALL VALVE BVC BEGINNING OF VERTICAL CURVE BEGINNING OF VERTICAL CURVE BW BOTH WAYS BOTH WAYS C&G CURB & GUTTER CURB & GUTTER CATV CABLE TELEVISION CABLE TELEVISION CB CATCH BASIN CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CF CUBIC FEET CUBIC FEET CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CHDPEP CORRUGATED HIGH DENSITY CORRUGATED HIGH DENSITY POLYETHYLENE PIPE CI CURB INLET CURB INLET CIP CAST IRON PIPE CAST IRON PIPE CIPP CURED-IN-PLACE PIPE CURED-IN-PLACE PIPE CIR CIRCLE CIRCLE CENTERLINE CENTERLINE CL2 CHLORINE CHLORINE CLR CLEAR CLEAR CLSM CONTROLLED LOW-STRENGTH CONTROLLED LOW-STRENGTH MATERIAL CM CENTIMETER CENTIMETER CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO CLEAN OUT CLEAN OUT COMM COMMUNICATION COMMUNICATION CON CONCENTRIC CONCENTRIC CONC CONCRETE CONCRETE CONST CONSTRUCT / CONSTRUCTION CONSTRUCT / CONSTRUCTION CONT CONTINUE OR CONTINUOUS CONTINUE OR CONTINUOUS COORD COORDINATE COORDINATE COR CONTRACTING OFFICER'S CONTRACTING OFFICER'S REPRESENTATIVE CPLG COUPLING COUPLING CPVC CHLORINATED POLYVINYL CHLORINATED POLYVINYL CHLORIDE PIPE CT COURT COURT CTR CENTER CENTER CTV CABLE TELEVISION CABLE TELEVISION CU CUBIC CUBIC CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD CY CUBIC YARD CUBIC YARD CYL CYLINDER CYLINDER DCSWCS DESIGN AND CONSTRUCTION DESIGN AND CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS, LATEST EDITION DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DEV DEVELOPMENT DEVELOPMENT DG DECOMPOSED GRANITE DECOMPOSED GRANITE DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIST DISTANCE DISTANCE DIV DIVISION DIVISION DL DEAD LOAD DEAD LOAD DR DRIVE DRIVE DTL DETAIL DETAIL DWG DRAWING DRAWING DWY DRIVEWAY DRIVEWAY E EAST / EASTING EAST / EASTING EA EACH EACH ECC ECCENTRIC ECCENTRIC ECR END OF CURB RETURN END OF CURB RETURN EF EACH FACE EACH FACE EFF EFFLUENT EFFLUENT EG EXISTING GRADE EXISTING GRADE ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EMBK EMBANKMENT EMBANKMENT ENGR ENGINEER ENGINEER E0P EDGE OF PAVEMENT EDGE OF PAVEMENT EPA ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTION AGENCY EQUIP EQUIPMENT EQUIPMENT ESMT EASEMENT EASEMENT EST ESTIMATE ESTIMATE EVC END OF VERTICAL CURVE END OF VERTICAL CURVE EW EACH WAY EACH WAY EX EXISTING EXISTING EXC EXCAVATE EXCAVATE FABR FABRICATION / FABRICATED FABRICATION / FABRICATED FC FACE OF CURB FACE OF CURB FD FLOOR DRAIN FLOOR DRAIN FEMA FEDERAL EMERGENCY FEDERAL EMERGENCY MANAGEMENT AGENCY FF FINISH FLOOR FINISH FLOOR FG FINISHED GRADE FINISHED GRADE FH FIRE HYDRANT FIRE HYDRANT FIG FIGURE FIGURE FL FLOW LINE FLOW LINE FLG FLANGE FLANGE FM FORCE MAIN FORCE MAIN FND FOUND FOUND FO FIBER OPTIC FIBER OPTIC FPC FLEXIBLE PIPE COUPLING FLEXIBLE PIPE COUPLING FPM FEET PER MINUTE FEET PER MINUTE FPVC FUSIBLE POLYVINYL CHLORIDE FUSIBLE POLYVINYL CHLORIDE FPS FEET PER SECOND FEET PER SECOND FRP FIBERGLASS REINFORCED FIBERGLASS REINFORCED POLYMER FT FOOT / FEET FOOT / FEET FTG FOOTING FOOTING FUT FUTURE FUTURE GA GAUGE GAUGE GAS NATURAL GAS NATURAL GAS GAL(S) GALLON GALLON GALV GALVANIZED GALVANIZED GB GRADE BREAK GRADE BREAK GC GENERAL CONTRACTOR GENERAL CONTRACTOR GIS GEOGRAPHIC INFORMATION GEOGRAPHIC INFORMATION SYSTEM GND GROUND GROUND GPD GALLONS PER DAY GALLONS PER DAY GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GRD GRADE GRADE GM GRAVITY MAIN GRAVITY MAIN GV GATE VALVE GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HEX HEXAGONAL HEXAGONAL HH HAND HOLE HAND HOLE HORIZ HORIZONTAL HORIZONTAL HP HIGH POINT HIGH POINT HPI HORIZONTAL POINT OF HORIZONTAL POINT OF INTERSECTION HR HOUR HOUR HT HEIGHT HEIGHT HWL HIGH WATER LEVEL HIGH WATER LEVEL HWY HIGHWAY HIGHWAY ICC INTERNATIONAL CODE COUNCIL INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER INSIDE DIAMETER IN INCH(ES) INCH(ES) INF INFLUENT INFLUENT INST INSTALL INSTALL INV INVERT INVERT IP IRON PIPE IRON PIPE IRR IRRIGATION IRRIGATION JB JUNCTION BOX JUNCTION BOX K KIPS KIPS KG KILOGRAM KILOGRAM KM KILOMETER KILOMETER KSF KIPS PER SQUARE FOOT KIPS PER SQUARE FOOT KSI KIPS PER SQUARE INCH KIPS PER SQUARE INCH L LEFT LEFT LAT LATERAL LATERAL LB POUND POUND LEN LENGTH LENGTH LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LL LANE LINE LANE LINE LP LOW POINT LOW POINT LT LIGHT LIGHT LWL LOW WATER LEVEL LOW WATER LEVEL M METER METER MAX MAXIMUM MAXIMUM MEAS MEASUREMENT MEASUREMENT MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MG MILLION GALLONS MILLION GALLONS MGD MILLION GALLONS PER DAY MILLION GALLONS PER DAY MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT ML MORTAR LINED MORTAR LINED MLC MORTAR LINED & COATED MORTAR LINED & COATED MM MILLIMETER MILLIMETER MON MONUMENT MONUMENT MSDS MATERIAL SAFETY DATA SHEET MATERIAL SAFETY DATA SHEET MU MASONRY UNIT MASONRY UNIT MW MONITORING WELL MONITORING WELL N NORTH / NORTHING NORTH / NORTHING N/A NOT APPLICABLE NOT APPLICABLE NAOCL SODIUM HYPOCHLORITE SODIUM HYPOCHLORITE NATL NATIONAL NATIONAL NAVD NORTH AMERICAN VERTICAL NORTH AMERICAN VERTICAL DATUM NBC NATIONAL BUILDING CODE NATIONAL BUILDING CODE NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NPS NOMINAL PIPE SIZE NOMINAL PIPE SIZE NTS NOT TO SCALE NOT TO SCALE NVE NV ENERGY NV ENERGY NWL NORMAL WATER LEVEL NORMAL WATER LEVEL OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OFF OFFSET OFFSET OH OVERHEAD OVERHEAD OHP OVERHEAD POWER OVERHEAD POWER OHT OVERHEAD TELEPHONE OVERHEAD TELEPHONE ORIG ORIGINAL ORIGINAL OSHA OCCUPATIONAL SAFETY AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OZ OUNCE OUNCE P POLE POLE P&ID PROCESS AND PROCESS AND INSTRUMENTATION DIAGRAM PB PULL BOX PULL BOX PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND POINT OF COMPOUND CURVATURE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PCP POLYMER CONCRETE PIPE POLYMER CONCRETE PIPE PE POLYETHYLENE POLYETHYLENE PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PI POINT OF INTERSECTION POINT OF INTERSECTION PIP POURED IN PLACE POURED IN PLACE PROPERTY LINE PROPERTY LINE PL PLATE PLATE PLS PROFESSIONAL LAND SURVEYOR PROFESSIONAL LAND SURVEYOR PO PUSH-ON PUSH-ON POT POINT OF TANGENCY POINT OF TANGENCY PP POWER POLE POWER POLE PPM PARTS PER MILLION PARTS PER MILLION PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PRELIM PRELIMINARY PRELIMINARY PROJ PROJECT PROJECT PROP PROPOSED PROPOSED PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT POINT PVI POINT OF VERTICAL POINT OF VERTICAL INTERSECTION PVC POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE PVMT PAVEMENT PAVEMENT PWR POWER POWER Q RATE OF FLOW RATE OF FLOW QTR QUARTER QUARTER QTY QUANTITY QUANTITY R RIGHT RIGHT RAD RADIUS RADIUS RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD ROAD RECT RECTANGULAR RECTANGULAR REF REFERENCE REFERENCE REINF REINFORCED REINFORCED REL RELOCATE(D) RELOCATE(D) REM REMOVE(D) REMOVE(D) REQD REQUIRED REQUIRED RES RESIDENTIAL RESIDENTIAL RET RETURN RETURN REV REVISION REVISION RP RADIUS POINT RADIUS POINT RPM REVOLUTIONS PER MINUTE REVOLUTIONS PER MINUTE RPS REVOLUTIONS PER SECOND REVOLUTIONS PER SECOND RR RAILROAD RAILROAD R/W RIGHT-OF-WAY RIGHT-OF-WAY S SOUTH SOUTH SCH SCHEDULE SCHEDULE SD STANDARD DETAIL STANDARD DETAIL SDWK SIDEWALK SIDEWALK SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SDS SAFETY DATA SHEETS SAFETY DATA SHEETS SECT SECTION SECTION SEG SEGMENT SEGMENT SF SQUARE FOOT SQUARE FOOT SY SQUARE YARD SQUARE YARD SHT SHEET SHEET SPEC(S) SPECIFICATION(S) SPECIFICATION(S) SQ IN SQUARE INCH SQUARE INCH SS SANITARY SEWER SANITARY SEWER SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SST STAINLESS STEEL STAINLESS STEEL ST STREET STREET STA STATION STATION STD STANDARD STANDARD STL STEEL STEEL STLT STREET LIGHT STREET LIGHT STRUCT STRUCTURE / STRUCTURAL STRUCTURE / STRUCTURAL SUPP SUPPLEMENT(AL) SUPPLEMENT(AL) SY SQUARE YARD SQUARE YARD SYM SYMBOL SYMBOL TAN TANGENT TANGENT TC TOP OF CURB TOP OF CURB TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY THK THICK(NESS) THICK(NESS) THRD THREAD(ED) THREAD(ED) THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TOP TOP OF PIPE TOP OF PIPE TP TELEPHONE POLE TELEPHONE POLE TS TRAFFIC SIGNAL TRAFFIC SIGNAL TV TELEVISION TELEVISION TYP TYPICAL TYPICAL UDACS UNIFORM DESIGN AND UNIFORM DESIGN AND CONSTRUCTION STANDARDS FOR WATER DISTRIBUTION SYSTEMS, LATEST EDITION UFC UNIFORM FIRE CODE UNIFORM FIRE CODE UG UNDERGROUND UNDERGROUND UGP UNDERGROUND POWER UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UNDERGROUND TELEPHONE UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES UNK UNKNOWN UNKNOWN UP UTILITY POLE UTILITY POLE UPC UNIFORM PLUMBING CODE) UNIFORM PLUMBING CODE) USDCCA UNIFORM STANDARD DRAWINGS UNIFORM STANDARD DRAWINGS CLARK COUNTY AREA USGS UNITED STATES GEODETIC UNITED STATES GEODETIC SURVEY UTIL UTILITY(IES) UTILITY(IES) VAR VARIES VARIES VC VERTICAL CURVE VERTICAL CURVE VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VEL VELOCITY VELOCITY VERT VERTICAL VERTICAL VOL VOLUME VOLUME W WEST WEST W/ WITH WITH W/O WITHOUT WITHOUT WL WATER LINE WATER LINE WLD WELDED WELDED WM WATER METER WATER METER WP WORKING POINT WORKING POINT WS WATER SURFACE WATER SURFACE WSP WELDED STEEL PIPE WELDED STEEL PIPE WT WEIGHT WEIGHT WTR WATER WATER WV WATER VALVE WATER VALVE YCO YARD CLEANOUT YARD CLEANOUT YH YARD HYDRANT YARD HYDRANT YLD YIELDYIELD

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SITE SYMBOLS - IMPROVEMENTS

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BUILDING STRUCTURE

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CONCRETE WALKWAY AND DRIVEWAY

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ASPHALT

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SCALE IN FEET 1" = 10'

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EXISTING

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PROPOSED

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WATER VALVE

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OPEN SPACE/VEGETATION

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BOLLARD

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SANITARY SEWER CLEANOUT

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SAWCUT

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EXISTING OVER HEAD POWER

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EXISTING COMMUNICATIONS

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(COMM)

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(OHP)

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EXISTING WATER

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(WATR)

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EXISTING GAS

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(GAS)

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EXISTING SANITARY SEWER

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(SS)

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SITE SYMBOLS -DEMOLITION

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LIMITS OF AREA TO BE REMOVED

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SANITARY SEWER MANHOLE

Daniel Gaynes Snapshot

Daniel Gaynes

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

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De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

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ALWAYS THINK SAFETY

City Engineer – City of Henderson

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

PCVL2023245568

G-103

GENERAL

NOTES

CITY OF HENDERSON STANDARD GENERAL NOTES

1. ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA

(CURRENT EDITION), AND THE UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS

CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA (CURRENT

EDITION).

2. REQUESTS FOR INSPECTION BY THE CITY OF HENDERSON DEPARTMENT OF PUBLIC WORKS

SHALL BE MADE BY THE CONTRACTOR AT LEAST 24 HOURS BEFORE INSPECTION SERVICES

WILL BE REQUIRED. 702-267-3144.

3. BEFORE ANY WORK IS STARTED IN THE RIGHT-OF-WAY, THE CONTRACTOR SHALL COMPLY

WITH ALL REQUIREMENTS STATED IN THE CITY OF HENDERSON TRAFFIC NOTES.

4. WORK IN PUBLIC RIGHT-OF-WAY, ONCE BEGUN, SHALL BE COMPLETED WITHOUT DELAY SO

AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND CITIZENS.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT

ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM

WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN

CONNECTION WITH CONSTRUCTION ACTIVITY.

6. PRIOR TO FINAL ACCEPTANCE, BOND RELEASE AND CERTIFICATE OF OCCUPANCY, A

CERTIFIED LEGIBLE ASBUILT DRAWING MUST BE SUBMITTED TO THE CITY OF HENDERSON.

AS-BUILT MUST SHOW ALL CHANGES AND ACTUAL FIELD LOCATIONS. IN THE ABSENCE OF

CHANGES, A COPY OF THE APPROVED DRAWINGS WILL BE REQUIRED STATING "INSTALLED

AS PER DRAWINGS" AND CERTIFIED AS SUCH BY THE STAMPING ENGINEER.

7. CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION

BETWEEN NEW CONSTRUCTION AND EXISTING SURFACES TO PROVIDE FOR PROPER

DRAINAGE AND OF INGRESS AND EGRESS TO SAID CONSTRUCTION. THE EXTENT OF

TRANSITIONS IS TO BE DETERMINED BY THE CITY ENGINEER OR THEIR DESIGNEE.

8. EXISTING UTILITIES ARE SHOWN ON THE 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 THE PLANS OR NOT IN THE LOCATION SHOWN ON THE PLANS. THIS INCLUDES

ALL SERVICE LATERALS OF ANY KIND. CONTRACTOR SHALL NOTIFY CALL BEFORE YOU DIG

(1- 800-227-2600), CALL BEFORE YOU DO OVERHEAD (1-702-227-2929) AND CALL BEFORE YOU

UNDERGROUND (1-702-432-5300) PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY.

“CALL BEFORE YOU…” ADVISORY BLOCKS ARE REQUIRED ON ALL SHEETS IN THE PLAN SET.

9. POWER POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON

PROPOSED IMPROVEMENTS SHOWN HEREON WILL BE RELOCATED AT NO EXPENSE TO THE

CITY OF HENDERSON.

10. WHEELCHAIR RAMPS SHALL BE CONSTRUCTED IN EACH QUADRANT OF AN INTERSECTION

PER UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION, OFFSITE

IMPROVEMENTS, CLARK COUNTY AREA, NEVADA (CURRENT EDITION). EXACT LOCATION OF

RAMPS SHALL BE AS SHOWN ON PLAN OR MAY BE DETERMINED IN THE FIELD BY A CITY OF

HENDERSON PUBLIC WORKS INSPECTOR.

11. CURB AND GUTTER WITH A GRADE OF LESS THAN 0.5% SHALL BE CONSTRUCTED BY

FORMING. EACH JOINT SHALL BE CHECKED FOR GRADE PRIOR TO CONSTRUCTION AND

WATER TESTED AS SOON AS POSSIBLE AFTER CONSTRUCTION.

12. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS

REPORT NOTED BELOW. REPORT MUST BE LESS THAN ONE (1) YEAR OLD AT TIME OF

APPROVAL OR AN UPDATE IS REQUIRED.

ENGINEER OR FIRM: TERRACON CONSULTANTS, INC

DATE OF REPORT: 10 JULY 2020

JOB NUMBER: 64185129

13. ALL STREET STRUCTURAL SECTIONS SHALL BE PER THE RECOMMENDATIONS OF THE SOILS

ENGINEER. BASED ON CBR OR R-VALUES. NO PAVING OR BASE WORK SHALL COMMENCE

UNTIL A STREET STRUCTURAL SECTION IS APPROVED BY THE CITY ENGINEER.

14. WHERE EXISTING PAVEMENT IS CUT TO INSTALL UTILITY SERVICE LINES, BACKFILL AND

PAVEMENT REPLACEMENT SHALL BE DONE PER UNIFORM STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA

(CURRENT EDITION), AND THE UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS

CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA (CURRENT

EDITION).

15. ALL ASPHALT PAVEMENT DESIGN SECTIONS OF LESS THAN 4 INCHES WILL BE PG70-22;

RESIDENTIAL STREETS AND MINOR COLLECTORS (CATEGORY 2-50 BLOW MIXES). ALL

ASPHALT PAVEMENT DESIGN SECTIONS OF 4 INCHES OR GREATER WILL BE PG76-22; MAJOR

COLLECTORS AND ARTERIALS (CATEGORY 1-75 BLOW MIXES).

16. ALL STATIONING IS REFERENCED TO CENTERLINE.

17. EXACT LOCATION OF ALL SAWCUT LINES SHALL BE DETERMINED IN THE FIELD BY A CITY OF

HENDERSON PUBLIC WORKS INSPECTOR.

18. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR

TO COMMENCEMENT OF CONSTRUCTION.

19. MODIFICATIONS TO EXISTING UTILITIES SHALL CONFORM TO THE UTILITY OWNER'S

STANDARDS AND SPECIFICATIONS.

20. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXISTING

IMPROVEMENTS FROM DAMAGE. ALL SUCH IMPROVEMENTS DAMAGED BY THE

CONTRACTOR'S OPERATION SHALL BE REPAIRED OR RECONSTRUCTED TO THE PUBLIC WORKS

INSPECTOR’S SATISFACTION AT THE EXPENSE OF THE CONTRACTOR.

21. ALL OFFSITE AND ONSITE WATER AND SEWER FACILITIES UP TO WITHIN 5 FEET OF BUILDINGS

SHALL BE CONSTRUCTED TO PUBLIC WORKS AND UTILITY SERVICES STANDARDS AND SHALL

COMPLY WITH THE CITY OF HENDERSON WATER AND SEWER NOTES.

22. IF SEWER OR WATER LINES WITHIN PUBLIC UTILITY EASEMENTS REQUIRE REPAIRS, ALL SUCH

REPAIRS WILL BE DONE IN ACCORDANCE WITH THE CITY OF HENDERSON UTILITY SERVICES

DEPARTMENT STANDARDS. NONSTANDARD IMPROVEMENTS SUCH AS BUT NOT LIMITED TO

PAVERS, STAMPED CONCRETE, LANDSCAPING AND IRRIGATION SHALL BE THE

RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION OR PROPERTY OWNER.

23. IF SIGNS ARE PRESENT ON THIS CONSTRUCTION SITE, PLEASE CONTACT THE SIGN COMPANY

LISTED ON THE SIGN 24 HOURS PRIOR TO COMMENCING CONSTRUCTION IN THE SIGN’S

LOCATION. CITY OWNED AND CITY SPONSORED SIGNS (KIOSKS) SHALL BE REMOVED AND

REPLACED FOLLOWING CONSTRUCTION IN THEIR ORIGINAL LOCATION IN LIKE-NEW

CONDITION AT CONTRACTOR’S EXPENSE. ANY CONTRACTOR HAVING TO REMOVE A SIGN,

WHICH WAS DAMAGED PRIOR TO THE CONTRACTOR OCCUPYING THE SITE, SHALL ARRANGE

FOR VERIFICATION OF THE SIGN’S CONDITION BY A CITY OF HENDERSON PUBLIC WORKS

INSPECTOR PRIOR TO REMOVAL. ALL SIGNS NOT PREVIOUSLY VERIFIED BY A CITY OF

HENDERSON PUBLIC WORKS INSPECTOR SHALL BE ASSUMED TO BE IN LIKE-NEW CONDITION

PRIOR TO REMOVAL.

24. REVISIONS TO APPROVED DRAWINGS MUST COMPLY WITH NAC 625.610 AND THE CITY OF

HENDERSON CIVIL REVISION POLICY AND PROCEDURE. REVISIONS ADDRESS ISSUES,

CONFLICTS AND ASSOCIATED MINOR SITE CHANGES THAT ARISE DURING CONSTRUCTION.

25. THE OWNER / CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND REPLACEMENT OF

ALL EXISTING MONUMENTS DESTROYED DURING CONSTRUCTION WHETHER OR NOT SHOWN

ON THE RECORD PLANS. THE OWNER / CONTRACTOR WILL BE REQUIRED TO PREPARE A POST

CONSTRUCTION RECORD OF SURVEY SETTING MONUMENTS AT ALL PROPERTY CORNERS

WHETHER A CALCULATED POSITION OR AN EXISTING MONUMENT DESTROYED DURING

CONSTRUCTION. SUPPLY A PRELIMINARY COPY OF THE POST CONSTRUCTION RECORD OF

SURVEY TO THE CITY OF HENDERSON SURVEY DEPARTMENT FOR APPROVAL PRIOR TO

RECORDATION. ALL ACTIVITIES ASSOCIATED WITH THE REPLACEMENT OF MONUMENTS AND

PREPARATION AND RECORDING OF MAPPING WILL BE AT NO COST TO THE CITY OF

HENDERSON. IN SUCH CASE THAT ALL PROPERTY CORNERS EXIST PRIOR TO CONSTRUCTION,

AND DO NOT GET DAMAGED OR DESTROYED POST CONSTRUCTION, THE REQUIREMENT FOR

THE POST CONSTRUCTION RECORD OF SURVEY WILL BE WAIVED.

26. APPROVAL OF THESE PLANS IS FOR THE CONSTRUCTION OF OFFSITE IMPROVEMENTS AND

ON-SITE INFRASTRUCTURE ONLY. ALL OTHER ONSITE IMPROVEMENTS, INCLUDING BLOCK

WALLS OR OTHER STRUCTURES, MUST BE APPROVED BY THE BUILDING AND FIRE SAFETY

DIVISION OF THE CITY OF HENDERSON COMMUNITY DEVELOPMENT AND SERVICES

DEPARTMENT.

27. THE ENGINEER SHALL CONTACT THE NEVADA DIVISION OF ENVIRONMENTAL PROTECTION

(NDEP) TO OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)

PERMIT PRIOR TO CONSTRUCTION. ALL CONSTRUCTION PROJECTS ONE ACRE OR LARGER

MUST APPLY FOR THE PERMIT THROUGH THE NDEP. ALL QUESTIONS REGARDING THE NPDES

PERMIT REQUIREMENTS SHALL BE DIRECTED TO THE NDEP AT (775) 687-9429.

28. APPROVAL OF THESE PLANS IS NOT APPROVAL TO WORK IN OR OCCUPY RIGHT-OF-WAY OR

EASEMENTS OWNED, OPERATED, OR MAINTAINED BY OTHER ENTITIES OR PUBLIC UTILITIES.

PERMITS AND/OR WRITTEN PERMISSION TO GRADE OR CONSTRUCT IS REQUIRED FOR ANY

WORK ON PROPERTY OWNED OR ENCUMBERED BY OTHERS.

29. THE GRANTING OF A CERTIFICATE OF OCCUPANCY DOES NOT RELIEVE THE DEVELOPER OF

ITS OBLIGATION UNDER THIS PERMIT. THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY

DOES NOT IMPLY THAT ALL REQUIRED IMPROVEMENTS HAVE BEEN PROPERLY COMPLETED

NOR DOES IT AUTHORIZE THE RELEASE OF THE PERFORMANCE GUARANTEE (WHEN

REQUIRED). ALL CIVIL IMPROVEMENT PERMITS MUST GO THROUGH THE PUNCHLIST AND

PROJECT CLOSEOUT PROCESS.

CITY OF HENDERSON STANDARD SEWER NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION

OF THE DESIGN & CONSTRUCTION STANDARDS FOR WASTEWATER COLLECTION SYSTEMS

(DCSWCS), INCLUDING THE CITY OF HENDERSON ADDENDUM, AND THE UNIFORM STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OFF-SITE IMPROVEMENTS, CLARK

COUNTY AREA, NEVADA, AS AMENDED. IN ALL CASES, THE DCSWCS SHALL SUPERSEDE THE

UNIFORM STANDARD SPECIFICATIONS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR

TO BE AWARE OF THE CONTENTS OF THE ABOVE SPECIFICATION BOOKS. ALL MATERIALS

UTILIZED SHALL CONFORM TO THE LATEST EDITION OF THE CITY'S APPROVED MATERIALS

LIST.

2. SEWER MAINS ONLY SHALL BE LAID IN SEWER TRENCHES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERFORM CONSTRUCTION PER PLANS.

4. ANY ADDITIONS, DELETIONS, OR CHANGES SHALL FIRST MEET WITH THE APPROVAL OF THE

CITY OF HENDERSON.

5. SOIL TESTING SHALL BE IN ACCORDANCE WITH SECTION 3.15 OF THE DCSWCS.

6. ALL EXFILTRATION, INFILTRATION, AIR TESTING AND TELEVISING OF LINES SHALL BE IN

ACCORDANCE WITH THE DCSWCS.

7. CUT SHEETS MUST BE SUBMITTED TO THE AGENCY BEFORE CONSTRUCTION WILL BE

PERMITTED TO START.

8. ALL CONTRACTORS INSTALLING SEWER MAINS THAT WILL BE UNDER THE JURISDICTION OF

THE CITY OF HENDERSON MUST BE CLASS “A” CONTRACTORS.

9. ALL HOUSE SEWER LATERALS SHALL BE LAID TO A MINIMUM 2 PERCENT SLOPE AND SHALL

CONFORM TO ALL STANDARDS FOR CONSTRUCTION OF OFFSITE IMPROVEMENTS IN THE

CLARK COUNTY AREA, UNLESS RECEIVING SPECIFIC PROJECT APPROVAL.

10. ALL SANITARY SEWER MANHOLES SHALL BE CONSTRUCTED WITH 24-HOUR, SEVEN DAY A

WEEK, ALL-WEATHER DRIVABLE ACCESS TO ACCOMMODATE SEWER MAINTENANCE

VEHICLES. THIS INCLUDES A 12-FOOT WIDE ACCESS ROAD WITH A MINIMUM 50-FOOT INSIDE

TURNING RADIUS.

11. DURING THE CONSTRUCTION OF NEW FACILITIES, A DEBRIS TRAP SHALL BE PROVIDED IN

ACCORDANCE WITH STANDARD DRAWING SD‐27 IN THE FIRST MANHOLE UPSTREAM FROM

THE EXISTING SEWER TO WHICH THE NEW SEWER WILL BE CONNECTED AND A TRAP IS

INSTALLED IN THE OUTLET PIPE OF THAT MANHOLE TO PREVENT DEBRIS FROM ENTERING

THE EXISTING SANITARY SEWER. THIS TRAP SHALL REMAIN IN PLACE UNTIL THE NEW

SEWER IS COMPLETED, TESTED, AND IS READY FOR TRANSFER TO THE AGENCY.

12. ALL MANHOLES UNDER CONSTRUCTION SHALL HAVE PLYWOOD PLACED IN THE BASE TO

STOP DEBRIS FROM GETTING INTO THE SEWER MAIN. ALL PLYWOOD SHALL BE REMOVED

BEFORE CLEANING AND ACCEPTANCE.

13. ANY MANHOLE BEING MODIFIED THAT HAS AN EXISTING LINING SYSTEM REQUIRES THE

REPAIR OF THE LINING SYSTEM AFTER ALL MODIFICATIONS ARE COMPLETE.

14. ANY SEWER MANHOLE LINING SYSTEM SHALL ONLY BE INSTALLED AFTER ALL FINAL GRADE

ADJUSTMENTS ARE COMPLETE FOR THAT MANHOLE.

15. ALL SEWER MAINS UNDER CONSTRUCTION AT LESS THAN ONE PERCENT SHALL BE STAKED

FOR CONSTRUCTION AT A MAXIMUM OF 20 FEET ON CENTER.

16. SEWER LATERALS SHALL MAKE CONNECTION TO SEWER MAINS ONLY. SEWER LATERALS

SHALL NOT BE CONNECTED DIRECTLY TO ANY SEWER MANHOLE.

17. A SINGLE TYPE OF PIPE MATERIAL SHALL BE USED FROM MANHOLE TO MANHOLE. A CHANGE

IN SEWER MAIN PIPE MATERIAL OR PIPE SIZE SHALL ONLY OCCUR AT A MANHOLE.

18. ALL SEWER MAINS FOR “FUTURE” DEVELOPABLE AREAS WILL BE CONSTRUCTED USING C-900

PIPE MATERIAL.

DESERT TORTOISE NOTES

1. COORDINATE WITH BLM FOR DESERT TORTOISE CLEARANCE AND TRAINING.

2. TORTOISE CLEARANCE NO MORE THAN 3 DAYS BEFORE START OF GROUND DISTURBANCE.

3. SITE STAKING WILL BE CONDUCTED TO LAYOUT THE EXTENT OF CONSTRUCTION.

UNDERGROUND UTILITIES WILL BE IDENTIFIED AND MARKED PRIOR TO EXCAVATION. IN

ADDITION, OBSTACLES, OBSTRUCTIONS AND AREAS TO BE PROTECTED WILL BE

IDENTIFIED AND MARKED

4. NOTIFY BLM WILDLIFE STAFF AT LEAST 10 DAYS BEFORE INITIATION OF THE PROJECT

FOR NATIONAL ENVIRONMENTAL POLICY ACT COMPLIANCE REVIEW.

5. CONTRACTOR SHALL CALL "BEFORE YOU DIG" PRIOR TO EXCAVATION.

6. SHALL USE TEMPORARY GATE AND BUILDING ACCESS CODES TO ENTER THE PROPERTY IF

DEEMED NECESSARY BY BLM.

7. WORKERS WILL RECEIVE DESERT TORTOISE TRAINING FROM BLM.

8. REFERENCE THE NEPA DECISION RECORD FOR THE ENVIRONMENTAL ASSESSMENT

PERFORMED FOR THE SLOAN CONTACT STATION FOR ADDITIONAL DESERT TORTOISE NOTES

AND RESTRICTIONS.

CITY OF HENDERSON TRAFFIC NOTES

1. ANY EXISTING TRAFFIC CONTROL DEVICES AND/OR SIGNS SHALL BE MAINTAINED DURING

THE PERIOD OF CONSTRUCTION AND SHALL BE REPOSITIONED, AS REQUIRED, PER M.U.T.C.D.

AND CITY STANDARDS, UPON COMPLETION OF THE PROJECT.

2. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE FOR OBTAINING A TRAFFIC

CONTROL/BARRICADING PERMIT NOT LESS THAN THREE (3) WORKING DAYS BEFORE

OBSTRUCTING AND/OR BEGINNING CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY,

INCLUDING SIDEWALKS. BEFORE ANY WORK IS STARTED IN THE RIGHT-OF-WAY, THE

CONTRACTOR WILL INSTALL ALL ADVANCE WARNING SIGNS FOR THE CONSTRUCTION ZONE

AS SHOWN ON APPROVED PERMIT. THE CONTRACTOR WILL INSTALL TEMPORARY GROUND

MOUNTED STOP SIGNS AT ALL NEW STREET ENCROACHMENTS INTO EXISTING CITY STREETS

IMMEDIATELY AFTER FIRST GRADING WORK IS ACCOMPLISHED, AND WILL MAINTAIN SAID

SIGNS UNTIL PERMANENT SIGNS ARE INSTALLED.

3. WHEN A WORK ZONE IS WITHIN 300 FEET OF A SIGNALIZED INTERSECTION OR WHEN

SPECIFIED ON THE APPROVED TRAFFIC CONTROL/BARRICADING PERMIT, THE PERMIT

HOLDER RESPONSIBLE FOR THE WORK SHALL SUBMIT A “NOTIFICATION OF ROADWORK

NEAR TRAFFIC SIGNALS” FORM THREE (3) BUSINESS DAYS PRIOR TO THE WORK ZONE IS SET

UP. THE PERMIT HOLDER SHALL AGAIN SUBMIT A “NOTIFICATION OF ROADWORK NEAR

TRAFFIC SIGNALS” FORM WITHIN 24 HOURS OF THE LANE(S) BEING OPENED TO PUBLIC

TRAVEL. (HTTP://WWW.RTCSNV.COM/SIGNAL-FORM)

4. LOCATION AND DESCRIPTION OF ALL NEW AND EXISTING TRAFFIC CONTROL DEVICES,

INCLUDING SIGNS, PAVEMENT MARKINGS, MEDIAN ISLANDS, STREETLIGHTS, DRIVEWAYS

AND TRAFFIC SIGNALS MUST BE SHOWN ON THE TRAFFIC PLAN SUBMITTED TO THE CITY FOR

APPROVAL. ALL NEW TRAFFIC SIGNS WILL BE FABRICATED WITH ASTM TYPE XI

RETROREFLECTIVE SHEETING. ALL NEW TRAFFIC SIGNS, EXCEPT STREET NAME SIGNS, WILL

HAVE ANTI-GRAFFITI PROTECTIVE FILM. THE PROTECTIVE FILM AND THE RETROREFLECTIVE

SHEETING MUST BE FROM THE SAME MANUFACTURER. POLYUREA WILL BE USED FOR BIKE

LANE LINES, EDGE LINES, AND ALL TRANSVERSE MARKINGS INCLUDING BUT NOT LIMITED TO

CROSSWALKS, STOP BARS, AND WORD/SYMBOL MARKINGS. POLYUREA MUST HAVE A

MINIMUM THICKNESS OF 50 MILS.

5. LOCATION AND DESCRIPTION OF NEW AND EXISTING STREET NAME SIGNS MUST BE SHOWN

ON THE TRAFFIC PLAN SUBMITTED TO THE CITY FOR APPROVAL. STREET NAME SIGNS WILL

COMPLY WITH CLARK COUNTY AREA UNIFORM STANDARD DRAWINGS NO. 249, 250 AND 251.

ALL STREET NAME SIGNS WILL BE FABRICATED WITH ASTM TYPE XI RETROREFLECTIVE

SHEETING. ALL INTERSECTIONS WITH 80 FOOT OR GREATER RIGHT-OF-WAY ROADWAYS WILL

HAVE THE CITY OF HENDERSON LOGO ON BOTH STREET NAME PANELS. CONTACT CITY OF

HENDERSON TRAFFIC SERVICES MAINTENANCE THREE (3) WORKING DAYS IN ADVANCE,

MONDAY THROUGH THURSDAY, AT (702) 267-3200 TO PAGE 2 OF 2 - UPDATED SEPTEMBER 2018

RECIEVE LOGO TO BE APPLIED BY THE CONTRACTOR TO THE STREET NAME PANELS PER CITY

OF HENDERSON STANDARD DETAIL. PRIVATE STREETS SHALL HAVE BROWN BACKGROUND.

6. BLUE REFLECTORIZED PAVEMENT MARKINGS MUST BE INSTALLED AND CURB MUST BE

PAINTED RED AT EVERY FIRE HYDRANT LOCATION PER CITY OF HENDERSON FIRE

DEPARTMENT STANDARDS.

7. ALL CONSTRUCTION SIGNING, BARRICADING, AND PAVEMENT MARKINGS WILL CONFORM TO

CURRENT MUTCD, RTC CLARK COUNTY AREA UNIFORM STANDARD DRAWINGS &

SPECIFICATIONS AND FHWA REQUIREMENTS.

8. WHERE STREETS END AT THE PROJECT BOUNDARY, A PAVED TEMPORARY TURN-AROUND

MUST BE CONSTRUCTED AND THREE (3) 18-INCH DIAMOND (MINIMUM), REFLECTORIZED, RED

PANELS SHALL BE INSTALLED AT THE END OF THE ROADWAY AND MAINTAINED UNTIL

ADJOINING PROJECT IS BUILT.

9. IF THE IMPROVEMENTS NECESSITATE THE OBLITERATION, TEMPORARY OBSTRUCTION,

TEMPORARY REMOVAL, OR RELOCATION OF ANY EXISTING TRAFFIC PAVEMENT MARKINGS,

SUCH PAVEMENT MARKINGS WILL BE RESTORED OR REPLACED WITH LIKE MATERIALS TO

THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.

10. THE FREEWAY AND ARTERIAL SYSTEM OF TRANSPORTATION (F.A.S.T) MAY HAVE

UNDERGROUND FACILITIES IN THE AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING AND PROTECTING ALL FAST INFRASTRUCTURE ON ROADWAYS WITH

RIGHTS-OF-WAY OF 80' AND GREATER. CONTACT F.A.S.T AT (702) 432-5300, 72 HOURS IN

ADVANCE OF ANY CONSTRUCTION ACTIVITIES IN THE AREA OF THEIR FACILITES. FAST

INTERCONNECT POLICY IS IN EFFECT. INTERCONNECT CABLE MUST BE MAINTAINED AT ALL

TIMES. DAMAGES WILL BE ASSESSED AFTER 24 HOURS HAS ELAPSED FROM TIME OF BREAK

OR DAMAGE PER FAST AND RTC REQUIREMENTS.

11. EXCAVATIONS WITHIN THE PUBLIC RIGHT-OF-WAY, DEEPER THAN 6 INCHES AND HAVING

LESS THAN A 4:1 SLOPE MAY REQUIRE BARRIER RAIL OR OTHER ROAD SIDE PROTECTION.

12. CONTRACTOR MUST MAINTAIN SAFE ACCESS TO EXISTING RTC BUS STOPS, SCHOOL BUS

STOPS AND SCHOOL WALKING ROUTES ADJACENT TO AND/OR WITHIN CONSTRUCTION ZONE

SOUTHWEST GAS CORPORATION GENERAL NOTES

1. IN THE EVENT OF NATURAL GAS EMERGENCIES CALL 911 AND 1-877-860-6020.

2. MINIMUM HORIZONTAL AND VERTICAL CLEARANCES BETWEEN NATURAL GAS FACILITIES

AND ANY UNDERGROUND UTILITIES AND/OR STRUCTURES, INCLUDING BUT NOT LIMITED TO

WATER, SEWER, STORM DRAIN, COMMUNICATIONS, AND ELECTRIC SHALL BE AT LEAST

12-INCHES OR GREATER AS DICTATED BY LOCAL CODES AND STANDARDS.

2.1. ANY DEVIATION FROM SPECIFIED MINIMUM CLEARANCES MUST BE APPROVED BY ALL

AFFECTED UTILITIES AND/OR MUNICIPALITIES.

3. FOR VALVE ADJUSTMENT CONTACT 702-528-7855 14 DAYS PRIOR TO CONSTRUCTION.

4. FOR ADJUSTMENT OF CATHODIC PROTECTION TEST POINTS CONTACT 702-528-7873 14 DAYS

PRIOR TO CONSTRUCTION.

5. IN THE EVENT OF A NATURAL GAS CONFLICT WITH PROPOSED UTILITIES AND STRUCTURES

CONTACT 702-365-2099.

6. FOR STANDBY WHEN EXCAVATING (INCLUDING SAW CUTTING AND PAVEMENT REMOVAL)

OVER OR NEAR HIGH PRESSURE GAS LINES CONTACT 702-278-8451 48 HOURS PRIOR TO

CONSTRUCTION.

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NV ENERGY ENVIRONMENT AND

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SAFETY SERVICES DEPARTMENT

AutoCAD SHX Text Call

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Daniel Gaynes Snapshot

Daniel Gaynes

(WTR) (WTR) (WTR) (WTR) (WTR) (WTR)(GAS) (GAS) (GAS) (GAS) (GAS) (GAS)

ELE

(WTR)

EXISTING

SEWER

MANHOLE

NAWGHAW POA ROAD

(PUBLIC)

O C

Y D

E (P

G R

N -8

(2760)

(2760)(2760) (2760)

(2770)

(2780)

(2790)

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(2840)

(2850)

(2860)

(2870)

(2880)

(2890)

(2900)

DEMOCRACY DRIVE

(PUBLIC)

(2900)

(2910)

(2920)

(2930)

WATER AND ELECTRICAL

SEE NOTE 1

APN 191-26-000-003

USA

APN 191-26-000-002

USA

APN 191-26-000-003

USA

SMH 3

SMH 2

SMH 1

SLOAN CANYON

VISITOR CENTER

AND PARKING.

SEE NOTE 1.

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ALWAYS THINK SAFETY

City Engineer – City of Henderson

PCVL2023245568

C-101

CIVIL

HORIZONTAL CONTROL PLAN

PROJECT BENCHMARK:

CITY OF HENDERSON BENCHMARK 569, A FOUND 2-INCH BRASS

DISK IN THE TOP OF CURB AT THE NORTHWEST CORNER OF

ANTHEM PARKWAY AND SCOTTS VALLEY DRIVE. ELEVATION =

777.561 METERS, 2551.05 US SURVEY FEET, NAVD(88) DATUM.

PROJECT BASIS OF BEARINGS:

NORTH 20°54'23" WEST, 111.90 FEET BETWEEN A FOUND PK NAIL

IN THE CENTER OF CUL-D-SAC OF FRABIEL STREET AND A

FOUND PK NAIL AT THE CENTERLINE INTERSECTION OF

SEGESTA AVENUE AND FRABIEL STREET BY GPS OBSERVATION,

NEVADA STATE PLANE COORDINATE SYSTEM, EAST ZONE –

NAD83(2011) EPOCH 2010.0. ALL MEASUREMENTS EXPRESSED IN

US SURVEY FEET, OBSERVED AT GROUND. GROUND TO GRID

COMBINED FACTOR= 0.99979039.

TRUE

NORTH

NOTES:

1. THIS PLAN IS SOLELY FOR THE SANITARY SEWER DESIGN. SEE SLOAN

CANYON NATIONAL CONSERVATION AREA VISITOR CENTER CONTACT

STATION 100% CONSTRUCTION DOCUMENTS FOR DEMOLITION, SITE,

GRADING, WATER, EROSION CONTROL, FIRE PROTECTION, STORM

DRAINAGE, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL PLANS.

2. EXISTING UTILITY LOCATIONS SHOW HEREON ARE APPROXIMATE ONLY. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT

VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND

UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION

IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE

ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN IN

THEIR PROPER LOCATION.

3. TRAIL WILL BE CLOSED DURING CONSTRUCTION.

SURVEY CONTROL POINTS (SPC GRID)

POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION

113 26675092.32 792300.54 2752.26 PK NAIL

114 26675196.85 792260.61 2750.29 PK NAIL

116 26675007.00 793551.19 2743.28 BRASS CAP

118 26675145.16 783111.36 2666.86 STEEL PIPE

21 26675010.88 788330.60 - NOT FOUND

21 116

NE CORNER OF 26, FOUND 3"

BRASS CAP IN CONCRETE

STAMPED "PLS 17449" PER BOOK

153, PAGE 47 OF PLATS

NW CORNER OF 26, NO MONUMENT

FOUND CALCULATED POSITION PER

BOOK 146, PAGE 52 OF PLATS

NW CORNER OF 27, FOUND 3"

STEEL PIPE PER BOOK 146, PAGE

52 OF PLATS

5222.04' PER BOOK 146 PAGE 52 OF PLATS

N88° 31' 33"W (CALCULATED) N89° 57' 24"W (CALCULATED)

5221.66' PER BOOK 153 PAGE 47 OF PLATS

N89° 57' 24"W (CALCULATED)

1250.70' (CALCULATED)

MONUMENT NOTE:

PROTECTION AND REPLACEMENT OF SURVEY MONUMENTS OR

PROPERTY STAKES NOT DELINEATED ON THE CONTRACT

DRAWINGS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

REPLACEMENT OF SURVEY MONUMENTS OR PROPERTY

STAKES SHALL BE DONE THE THE CITY OF HENDERSON

SURVEY DIVISION'S SATISFACTION.

N89° 57' 24"W (CALCULATED)

3970.96' (CALCULATED)

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RIP RAP

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SLOAN CANYON ACCESS ROAD

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NV ENERGY ENVIRONMENT AND

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SAFETY SERVICES DEPARTMENT

AutoCAD SHX Text Call

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Daniel Gaynes 2025 Stamp

Daniel Gaynes MH Signature

Daniel Gaynes

El ev at io n

Station

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00

150.0' of 6" PVC SDR 35 @ 4.9%

97.6' of 6" PVC SDR 35 @ 4.9%

150.0' of 6" PVC SDR 35 @ 4.6%

150.0' of 6" PVC SDR 35 @ 4.9% 84.3' of 6" PVC SDR 35 @ 4.9%

150.0' of 6" PVC SDR 35 @ 4.9%

97.6' of 6" PVC SDR 35 @ 4.9%

150.0' of 6" PVC SDR 35 @ 4.6%

CLEANOUT 2

STA:11+29.5

RIM:2916.2

INV:2909.4 6" PVC SDR 35

NORTHING: 26671347.59

EASTING: 791546.54

CLEANOUT 3

STA:12+79.5

RIM:2911.0

INV:2903.1 6" PVC SDR 35

NORTHING: 26671494.83

EASTING: 791575.19

U T

+2 9.

" P

D R

N O

: 2

: 7

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+1 3.

" P

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: 7

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150.0' of 6" PVC SDR 35 @ 4.2%

20.8' of 6" PVC SDR 35 @ 4.2%

STA:11+08.67

STUB AND CAP

CONNECT TO BUILDING PLUMBING

SEE NOTE 1

INV. 2910.30

STA:19+00.0

INV.2873.1

PROPOSED GRADE

AT PIPE CENTERLINE

EXISTING GRADE

AT PIPE CENTERLINE

STORM DRAIN 18'' RCP

STA: 14+22.20

INV: 2899.82

ROOF DRAIN 4'' HDPE

STA: 11+18.48

INV: 2912.84

STORM DRAIN 6'' HDPE

STA: 11+44.71

INV: 2911.72 ELEC CROSSING

STA: 12+03.65

INV: 2911.97

WATER 4'' C900

STA: 12+02.75

INV: 2910.26

4'2.

ELEC

ELEC ELEC ELEC ELEC ELEC

ELEC

WTR

WTR WTR WTR WTR WTR

WTR

ELECELEC

ELEC

WTR

NAWGHAW POA RD

(PUBLIC)

8.35'

(2880)

EX ASPHALT BIKE PATH

EX ROAD

WATER & ELEC

SEE NOTE 1

BLM CONTACT STATION

SEE NOTE 1

18' RCP STORM DRAIN

SEE NOTE 1

ELEC CROSSING

SEE PROFILE & NOTE 1

WATER CROSSING

SEE PROFILE & NOTE 1

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

STORM DRAIN CROSSING

SEE PROFILE & NOTE 1

APN 191-26-000-003

USAAPN 191-26-000-002

USA

PROPERTY BOUNDARY

7.98'

EX 10' AC

BIKE PATH

EX 32.7'

AC ROAD

EX "L" CURB

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ALWAYS THINK SAFETY

City Engineer – City of Henderson

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

PCVL2023245568

TRUE

NORTH

SANITARY SEWER

C-201

CIVIL

PLAN PROFILE 1

CONSTRUCTION NOTES

INSTALL 6" PVC SDR 35 PER DTL 1 SHT C-301

INSTALL 8" PVC C-900 PER DTL 1 SHT C-301

INSTALL CLEANOUT PER DCSWCS SD-24

INSTALL 48" SEWER MANHOLE PER DCSWCS SD-1, SD-3, SD-4, SD-5, AND SD-9

CONSTRUCT PER SLOAN CANYON NATIONAL CONSERVATION AREA VISITOR CENTER

CONTACT STATION 100% CONSTRUCTION DOCUMENTS. SEE NOTE 1.

REPLACE BIKE PATH PER DTL 2, C-301 AND RESTRIPE TO MATCH EXISTING

NOTES:

1. THIS PLAN IS SOLELY FOR THE SANITARY SEWER DESIGN. SEE SLOAN

CANYON NATIONAL CONSERVATION AREA VISITOR CENTER CONTACT

STATION 100% CONSTRUCTION DOCUMENTS FOR DEMOLITION, SITE,

GRADING, WATER, EROSION CONTROL, FIRE PROTECTION, STORM

DRAINAGE, LANDSCAPE, ARCHITECTURAL, STRUCTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL PLANS.

2. EXISTING UTILITY LOCATIONS SHOW HEREON ARE APPROXIMATE ONLY.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO

REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN

HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES

NOT SHOWN IN THEIR PROPER LOCATION.

3. PULL JOINT NO MORE THAN 1 DEGREE FOR VERTICAL BENDS.

4. TRAIL WILL BE CLOSED DURING CONSTRUCTION.

PROJECT BENCHMARK:

CITY OF HENDERSON BENCHMARK 569, A

FOUND 2-INCH BRASS DISK IN THE TOP OF

CURB AT THE NORTHWEST CORNER OF

ANTHEM PARKWAY AND SCOTTS VALLEY

DRIVE. ELEVATION = 777.561 METERS,

2551.05 US SURVEY FEET, NAVD(88) DATUM.

G H

O A

R D

DEMOCRACY

DRIVE

KEY MAP NTS

PROJECT BASIS OF BEARINGS:

NORTH 20°54'23" WEST, 111.90 FEET

BETWEEN A FOUND PK NAIL IN THE CENTER

OF CUL-D-SAC OF FRABIEL STREET AND A

FOUND PK NAIL AT THE CENTERLINE

INTERSECTION OF SEGESTA AVENUE AND

FRABIEL STREET BY GPS OBSERVATION,

NEVADA STATE PLANE COORDINATE

SYSTEM, EAST ZONE – NAD83(2011) EPOCH

2010.0. ALL MEASUREMENTS EXPRESSED IN

US SURVEY FEET, OBSERVED AT GROUND.

GROUND TO GRID COMBINED FACTOR=

0.99979039.

AutoCAD SHX Text

AutoCAD SHX Text Call before you D g

AutoCAD SHX Text Avoid cutting underground

AutoCAD SHX Text utility lines. It's costly.

AutoCAD SHX Text Call

AutoCAD SHX Text before you

AutoCAD SHX Text 1-702-227-2929

AutoCAD SHX Text

NV ENERGY ENVIRONMENT AND

AutoCAD SHX Text

SAFETY SERVICES DEPARTMENT

AutoCAD SHX Text Call

AutoCAD SHX Text Overhead

AutoCAD SHX Text 1-800-642-2444

AutoCAD SHX Text

SCALE IN FEET HORIZ. 1" = 40' VERT. 1" = 6'

AutoCAD SHX Text

SEE DRAWING C-202 FOR CONTINUATION STA: 19+00.0019+00.00

AutoCAD SHX Text

Daniel Gaynes Snapshot

Daniel Gaynes

ELEC

ELEC ELEC ELEC

ELEC

WTR

WTR WTR WTR

WTR

NAWGHAW POA RD

8.56'

(2840)

EX ASPHALT BIKE PATH

8.42'

20+00

21+00

22+00

23+00

24+00

25+00 26+00

27+00

28+00

EX 10' AC

BIKE PATH

EX 32.0'

AC ROAD

EX "L" CURB

El ev at io n

20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50

150.0' of 6" PVC SDR 35 @ 4.6%

92.7' of 6" PVC SDR 35 @ 4.6%

150.0' of 6" PVC SDR 35 @ 4.6%

70.9' of 6" PVC SDR 35 @ 3.6%

150.0' of 6" PVC SDR 35 @ 3.5%

100.0' of 6" PVC SDR 35 @ 3.5%

STA:19+00.0

INV.2873.1

STA:28+50.0

INV.2833.0

150.0' of 6" PVC SDR 35 @ 4.6%

92.7' of 6" PVC SDR 35 @ 4.6%

150.0' of 6" PVC SDR 35 @ 4.6%

79.2' of 6" PVC SDR 35 @ 4.6%

150.0' of 6" PVC SDR 35 @ 3.5%

100.0' of 6" PVC SDR 35 @ 3.5%

CLEANOUT 8

STA:19+11.4

RIM:2879.5

INV:2872.5 6" PVC SDR 35

NORTHING: 26672067.42

EASTING: 791810.57 CLEANOUT 9

STA:20+61.4

RIM:2873.0

INV:2865.7 6" PVC SDR 35

NORTHING: 26672204.40

EASTING: 791871.69

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EXISTING GRADE

AT PIPE CENTERLINE

Pr oj ec t #

Ch ec ke d

Re vis io n

Iss ue

Re v.

De sc rip tio n

Da te

Pr oj ec t S ta tu s Iss ue D at e

T O

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W G

P A

O R

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N , N

D A

ALWAYS THINK SAFETY

City Engineer – City of Henderson

PRO

L ENGI NEER- STATE

NEVADA

NO. 021134

DANIEL

CIVIL

KELLEY

Exp. 06-30-25

PCVL2023245568

C-202

CIVIL

PLAN PROFILE 2

TRUE

NORTH

SANITARY SEWER

CONSTRUCTION NOTES

INSTALL 6" PVC SDR 35 PER DTL 1 SHT C-301

INSTALL 8" PVC C-900 PER DTL 1 SHT C-301

INSTALL CLEANOUT PER DCSWCS SD-24

PROJECT BENCHMARK:

CITY OF HENDERSON BENCHMARK 569, A

FOUND 2-INCH BRASS DISK IN THE TOP OF

CURB AT THE NORTHWEST CORNER OF

ANTHEM PARKWAY AND SCOTTS VALLEY

DRIVE. ELEVATION = 777.561 METERS,

2551.05 US SURVEY FEET, NAVD(88) DATUM.

G H

O A

R D

DEMOCRACY

DRIVE

KEY MAP NTS

NOTES:

1. THIS PLAN IS SOLELY FOR THE SANITARY SEWER DESIGN.

SEE SLOAN CANYON NATIONAL CONSERVATION AREA

VISITOR CENTER CONTACT STATION 100% CONSTRUCTION

DOCUMENTS FOR DEMOLITION, SITE, GRADING, WATER,

EROSION CONTROL, FIRE PROTECTION, STORM

DRAINAGE, LANDSCAPE, ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, AND ELECTRICAL PLANS.

2. EXISTING UTILITY LOCATIONS SHOW HEREON ARE

APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL

AND HORIZONTAL LOCATION OF ALL EXISTING

UNDERGROUND UTILITIES PRIOR TO COMMENCING

CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL

EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN

IN THEIR PROPER LOCATION.

3. PULL JOINT NO MORE THAN 1 DEGREE FOR VERTICAL

BENDS.

4. TRAIL WILL BE CLOSED DURING CONSTRUCTION.

PROJECT BASIS OF BEARINGS:

NORTH 20°54'23" WEST, 111.90 FEET

BETWEEN A FOUND PK NAIL IN THE CENTER

OF CUL-D-SAC OF FRABIEL STREET AND A

FOUND PK NAIL AT THE CENTERLINE

INTERSECTION OF SEGESTA AVENUE AND

FRABIEL STREET BY GPS OBSERVATION,

NEVADA STATE PLANE COORDINATE

SYSTEM, EAST ZONE – NAD83(2011) EPOCH

2010.0. ALL MEASUREMENTS EXPRESSED IN

US SURVEY FEET, OBSERVED AT GROUND.

GROUND TO GRID COMBINED FACTOR=

0.99979039.

AutoCAD SHX Text

AutoCAD SHX Text Call before you D g

AutoCAD SHX Text Avoid cutting underground

AutoCAD SHX Text utility lines. It's costly.

AutoCAD SHX Text Call

AutoCAD SHX Text before you

AutoCAD SHX Text 1-702-227-2929

AutoCAD SHX Text

NV ENERGY ENVIRONMENT AND

AutoCAD SHX Text

SAFETY SERVICES DEPARTMENT

AutoCAD SHX Text Call

AutoCAD SHX Text Overhead

AutoCAD SHX Text 1-800-642-2444

AutoCAD SHX Text

SCALE IN FEET HORIZ. 1" = 40' VERT. 1" = 6'

AutoCAD SHX Text

SEE DRAWING C-203 FOR CONTINUATION STA: 28+50.0028+50.00

AutoCAD SHX Text

SEE SHEET C-201 FOR CONTINUATION STA: 19+00.0019+00.00

Daniel Gaynes Snapshot

Daniel Gaynes

El ev at io n

Station

29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

150.0' of 6" PVC SDR 35 @ 3.5%

STA:28+50.0

INV.2833.0

STA:38+00.0

INV.2799.6

150.0' of 6" PVC SDR 35 @ 3.5%

CLEANOUT 16

STA:28+54.2

RIM:2838.2

SUMP:2832.8

INV IN:2832.8 6" PVC C-900

INV OUT:2832.8 6" PVC C-900

NORTHING:26672973.41

EASTING:791965.61

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: 7

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: 7

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EXISTING GRADE

AT PIPE CENTERLINE

ELEC

ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 15, 2024.