B08_Atch_2_-_Drawings.pdf

PDF 5 MB Posted Jul 8, 2025

Attached to: LAKE ABVC FIBER OPTIC CABLE PLACEMENT Federal contract opportunity
Solicitation number: 140P8125B0015
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · Jul 8, 2025

These are civil engineering and erosion control drawings for a fiber optic cable installation project at the Alan Bible Visitor Center within Lake Mead National Recreation Area. The detailed technical drawings (sheets 01-C100 through 01-C504) provide comprehensive plans for site access, staging, boring, and conduit installation, with specific focus on erosion control, civil infrastructure, and environmental preservation measures. Key elements include vehicle tracking control areas, stabilized staging areas, silt fencing, tree protection zones, and precise routing details for underground fiber optic conduits.

The drawings outline specific construction requirements such as directional drilling techniques, conduit routing around existing infrastructure, and strict environmental protection protocols. Detailed notes specify contractor responsibilities including maintaining erosion control measures, protecting existing vegetation, implementing proper trenching techniques, and restoring disturbed areas post-construction. The project involves installing new two-way bundled fiber line conduits, connecting to existing telecom infrastructure, and navigating complex topographical terrain around the visitor center site.

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Other files for this federal contract opportunity

Other files attached to LAKE ABVC FIBER OPTIC CABLE PLACEMENT, newest first.
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Sol_140P8125B0015_Amd_0003.pdf	PDF	Aug 12, 2025
Amd_2_Atch_2_-_Duct_Product_Example_0002.pdf	PDF	Jul 29, 2025
Sol_140P8125B0015_Amd_0002.pdf	PDF	Jul 29, 2025
Amd_2_Atch_1_-_Statement_of_Work_7_29_25_0002.pdf	PDF	Jul 29, 2025
Sol_140P8125B0015_Amd_0001.pdf	PDF	Jul 28, 2025
B09_Amd_1_Atch_1_-_Site_Visit_Sign_In_Sheet_0001.pdf	PDF	Jul 28, 2025
B08_Atch_5_-_Limitation_on_Subcontracting_Report_Template.xlsx	XLSX spreadsheet	Jul 8, 2025
B08_Atch_1_-_Specifications.pdf	PDF	Jul 8, 2025
B08_Atch_6_-_Construction_Contraction_Administration.pdf	PDF	Jul 8, 2025
Sol_140P8125B0015.pdf	PDF	Jul 8, 2025
B08_Atch_4_-_Wage_Determination__-_Clark_County__NV.pdf	PDF	Jul 8, 2025
B08_Atch_3_-_Photos.pdf	PDF	Jul 8, 2025

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INDIAN

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CALIFORNIA

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NEVADA

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COVE

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SEARCHLIGHT

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COTTONWOOD

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NELSON

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NEVADA

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LANDING

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BULLHEAD CITY

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LAUGHLIN

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DAVIS

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DAM

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KATHERINE

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MOHAVE

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LAKE

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CANYON

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ELDORADO

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ARIZONA

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SPRINGS

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DOLAN

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HUALAPAI

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PARK

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DAM

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HOOVER

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FIRE STATE

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VALLEY OF

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BLUE POINT SPRING

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ROGERS SPRING

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BEACH

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BOULDER

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CALIFORNIA

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LAS VEGAS

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ANGELES,

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LOS

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NEVADA

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RENO,

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HENDERSON

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BOULDER CITY

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HQ.

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BIBLE

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ALAN

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LAS VEGAS

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WASH

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LAKE

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BAY

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CALLVILLE

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ECHO

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BAR

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BEACH

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WILLOW

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GREGGS

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HIDEOUT

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MEAD

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LANDING

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BONELLI

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REDSTONE

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TEMPLE

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BAY

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COVE

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MEADVIEW

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GRAND

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FERRY

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PEARCE

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SOUTH

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OVERTON

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OVERTON

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BEACH

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ARIZONA

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NEVADA

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COLORADO

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CREEK

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PARK

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RESERVATION

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DIAMOND

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RIVER

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WHITMORE

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CANYON

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NATIONAL

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CANYON

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PLATEAU

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SHIVWITS

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CITY

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BULLHEAD

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NATIONAL

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NATIONAL

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PARK

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PRESCOTT

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CITY

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HAVASU

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LAKE

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KINGMAN

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RECREATION

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AREA

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FLAGSTAFF

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WINSLOW

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CANYON

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GRAND

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PAGE

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CANYON

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UTAH

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NEVADA

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LAKE MEAD

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ARIZONA

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UTAH

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LAKE

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JACOB

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AutoCAD SHX Text N.R.A.

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GLEN

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SCALE OF MILES

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SCALE OF KILOMETERS

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LAKE MEAD NATIONAL RECREATION AREA

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NATIONAL RECREATION AREA BOUNDARY

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RANGER STATION

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CAMPGROUND

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PICNIC AREA

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STATE LINE

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PARK HEADQUARTERS

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VISITOR CENTER

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CREEK

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UNPAVED ROAD

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PAVED ROAD

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HQ.

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STATE PARK

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LEGEND

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SCALE OF MILES

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THIS PROJECT

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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FIBER CONDUIT ROUTING

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ALAN BIBLE VISITOR CENTER

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CLARK

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NEVADA

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CONSTRUCTION DRAWINGS

AutoCAD SHX Text 1143N2011101001

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LAME 091972

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LAKE MEAD NATIONAL RECREATION AREA

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PACIFIC WEST

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NEVADA & ARIZONA

AutoCAD SHX Text LAND STATUS MAP 602/30,000 6/74; PARK MINI FOLDER 1990; REVISED & REDRAWN 3/91. UPDATED 11/98. SGS.

AutoCAD SHX Text

AutoCAD SHX Text 284691

1. THIS IS A STANDARD SHEET SHOWING COMMON

SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY

USED ON THIS PROJECT.

2. SCREENING OR SHADING OF WORK IS USED TO

INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER TO

CONTEXT OF EACH SHEET FOR USAGE.

GENERAL NOTES:

THE BASIS OF BEARINGS: NEVADA STATE PLANE COORDINATE

SYSTEM, EAST ZONE NAD83 US FOOT (NV83-EF).

BASIS OF BEARINGS:

DATUM: CLARK COUNTY GIS DATA 2016 2-FOOT CONTOURS.

BASIS OF ELEVATIONS:

SHEET SUB SHEET TITLE OF SHEET

1 00-G001 COVER SHEET

2 00-G002 SHEET INDEX, GENERAL SYMBOLOGY AND SETUP

3 00-G003 GENERAL ABBREVIATIONS

4 01-C100 STAGING AND ACCESS PLAN

5 01-C101 OVERALL SITE PLAN

6 01-C102 EROSION CONTROL PLAN

7 01-C103 BORING PLAN & PROFILE

8 01-C501 CIVIL DETAILS

9 01-C502 CIVIL DETAILS 2

10 01-C503 EROSION & SEDIMENT CONTROL DETAILS

11 01-C504 EROSION & SEDIMENT CONTROL DETAILS 1

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

BRICK MASONRY (PLAN AND/OR SECTION)

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RIGID INSULATION (SECTION)

WOOD BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (PLAN AND/OR

SECTION)

PRECAST CONCRETE (PLAN AND/OR

SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

PLAN TITLE

GENERAL SYMBOLOGY

SECTION CUT MARKER

DETAIL MARKER

SINGLE ELEVATION OR PHOTO MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

DETAIL MARKER

SHEET WHERE DETAIL

IS LOCATED *

SECTION TITLE

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT

ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

ELEVATION TITLE

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

DETAIL TITLE

PLAN

1/4" = 1'-0"

XXX

DETAIL NUMBER

XXXXXX

XXX

INTERIOR EXTERIOR

ELEVATION NUMBER

FULL BUILDING SECTION CUT MARKER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

TARGET ELEVATION

XXX

ARROW INDICATES

DIRECTION OF SECTION

CUT

ARROW INDICATES

DIRECTION OF

PLAN NORTH

NORTH ARROW

IF APPLICABLE

ARROW INDICATES

DIRECTION OF

TRUE NORTH

SHEET NAMING CONVENTION

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

BUILDING OR AREA DESIGNATION

SHEET TYPE DESIGNATOR

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

G X C L S A D M P F E U Y

EXAMPLE

0 2

0 1

0 2 C 4 0 1

SITE

CIVIL

LARGE SCALE

VIEWS

SHEET 01

EXAMPLE

GENERAL

DEMOLITION

CIVIL

LANDSCAPING

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL (HVAC)

PLUMBING

FIRE PROTECTION AND LIFE SAFETY

ELECTRICAL

MULTI-DISCIPLINE

PROCESS, INSTRUMENTATION AND CONTROLS (P&ID's)

SHEET WHERE SECTION

IS LOCATED

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SECTION LETTER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

ELEVATION IDENTIFICATION

NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

INDEX OF SHEETS

DRAINFIELD PLAN

KEY NOTE NUMBER

KEY NOTE DESIGNATION

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBERXXX

X ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ROOM

NAME

XX-XX

ARCHITECHURAL

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SHEET INDEX

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GENERAL SYMBOLOGY

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AND SETUP

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G. YOUNG

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 00-

AutoCAD SHX Text G002

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SCALE

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SECTION

AutoCAD SHX Text X

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XXX

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

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SCALE

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DETAIL

AutoCAD SHX Text X

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XXX

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SCALE

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ELEVATION

AutoCAD SHX Text X

XXX

A. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

B. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT

ALL ABBREVIATIONS ARE USED IN THE CONTRACT

DRAWINGS.

C. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD"

MAY MEAN MODIFY OR MODIFICATION; "INC" MAY

MEAN INCLUDED OR INCLUDING AND "REINF" MAY

MEAN EITHER REINFORCE OR REINFORCING.

D. SEE INSTRUMENTATION LEGEND SHEET FOR

PROJECT-SPECIFIC EQUIPMENT SYMBOLS,

EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM

ABBREVIATIONS.

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL, WATERLINE

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WATER TREATMENT PLANT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TPD

TPG

TRANS

TRD

TYP

ULT

UNFN

UNO

UTIL

VAC

VAR

VCP

VCT

VEL

VENT

VERT

VIF

VIN

VOL

VPC

VPI

VPT

VTR

VWC

W/ W/O W

WLD

WSCT

WTHP

WTP

WWF

XSECT

XXS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

PVC COATED RGS

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROARING SPRINGS, ROARING SPRINGS

PUMP STATION

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

RAW WATER

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLOPE

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SOUTH PUMP HOUSE

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SOUTH RIM, SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TRANSCANYON WATERLINE

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R R&S R

RCPT

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RFG

RFL

RGH

RGS

RGS-PVC

RLFA

RND

RNG

ROW

RPM

RSP

RVT

SAMU

SAN

SCH

SCHEM

SCN

SEC

SECT

SEP

SHT

SHTG

SIL

SIM

SLTD

SLV

SMLS

SOG

SPA

SPEC

SPH

SPLY

SPST

SPT

SST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SYM

SYMM

SYN

SYS

T&B T&G T

TAN

TBM

TCE

TCWL

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEVADA DEPARTMENT OF TRANSPORTATION

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NATIONAL PARK SERVICE

NATIONAL PIPE THREAD

NORTH RIM

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE, POTHOLE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POINT OF ENTRY

POLISH

POSITIVE, POSITION

POINT OF USE

POLYPROPYLENE, POWER POLE

PHANTOM RANCH

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PRESSURE REDUCING VALVE

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

POTABLE WATER

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

NAT

NDOT

NEG

NIC

NOM

NPS

NPT

NTS

NWL

O TO O

OCPD

OED

OFCI

OFOI

OPNG

OPP

OPT

ORD

ORIG

OVFL

OVHG

PAR

PBD

PCC

PCF

PCT

PED

PEN

PERF

PERM

PERP

PFMU

PKG

PLAS

PLAT

PLBG

PLF

PNEU

POE

POL

POS

POU

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PRV

PSF

PSI

PSIA

PSIG

PST

PTN

PVC

PVMT

PWD

PWJ

QTR

QTY

QUAL

IMP

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IRR

ISO

JCT

JST

KCMIL

KSI

LAD

LAM

LATL

LCTB

LDG

LDR

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LPS

LTD

LTG

LTL

LTNG

LVL

LVR

LWC

LWL

MACH

MAINT

MAN

MATL

MAX

MBR

MCB

MCJ

MDMJ

MECH

MED

MFR

MIN

MIR

MISC

MLO

MMB

MOD

MON

MPT

MRGWB

MSL

MULL

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

LANDING ZONE

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FBD

FBG

FBM

FBO

FCA

FDC

FDR

FDTN

FEC

FES

FEXT

FIG

FIN

FJT

FLEX

FLG

FLOR

FLR

FLS

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FRP

FRTM

FTG

FTR

FUR

FURN

FUT

FWD

FWE

FXTR

GAL

GALV

GEN

GESC

GFCI

GFMU

GLB

GND

GRTG

GSB

GVL

GWB

GYP

HBD

HDR

HDW

HEX

HGR

HID

HORIZ

HPC

HPS

HPT

HSS

HTG

HVAC

HWD

HWL

HYD

FACE TO FACE

FACE & BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FILTER

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GRADING, EROSION & SEDIMENT CONTROL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIB

HARDBOARD

HANDICAPPED, HOLLOW CORE,

HORIZONTAL CURVE, HORIZONTAL CENTERLINE

HEAD

HEADER

HARDWARE

HEXAGONAL

HAVASUPAI GARDENS

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

CLG

CLJ

CLKG

CLR

CMH

CMP

CMU

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CORR

CPLG

CRL

CSC

CSK

CSS

CTR

CTRL

CVT

d D

DBA

DBL

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DMJ

DMPF

DPDT

DPST

DUP

DWG

DWL

DWR

ECC

EDB

EFF

EHH

EIFS

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQUIP

EQUIV

ESEW

EST

EWC

EWEF

EWTB

EXC

EXH

EXP

EXIST

EXT

CEILING

CONTROL JOINT

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION, CONNECT

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT/DECHLORINATION LINE

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION & FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY

EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

A/C A/E A

ABAN

ABC

ABT

ACK

ACP

ACST

ADDL

ADH

ADJ

AFF

AFG

AGGR

AIC

ALIG

ALT

ALUM

AMB

ANC

APRX

APVD

ARCH

ASSY

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAC

BAL

BBD

BITUM

BKG

BLDG

BLK

BLKG

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BRG

BRGP

BRKT

BTU

BTW

BTWLD

BUR

BYP

C TO C

C&G C

CAB

CAP

CAT

CAV

CCB

CCW

CDF

CER

CFL

CHBD

CHD

CHFR

CHH

CIP

CIPB

CIRC

CKT

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BRIGHT ANGEL

BRIGHT ANGEL CREEK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE,

CONDUIT

CABINET

CAPACITY

CATALOG, CATALOGIORY

CAVITY

CATCH BASIN

COTTONWOOD CAMPGROUND

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

GENERAL NOTES:

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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GENERAL ABBREVIATIONS

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G. YOUNG

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 00-

G003

LAKESHORE RD

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BOULDER CITY PKWY/ GREAT BASIN HWY

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BOULDER CITY

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HOOVER DAM

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SCALE OF FEET

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AutoCAD SHX Text KEY NOTES: : CONTRACTOR SHALL ENTER AND EXIT THE BORE PIT AREA VIA BOULDER CITY PKWY/GREAT CITY PKWY/GREAT BASIN HWY. CONTRACTOR SHALL ACCESS THE TELECOM PULL BOX AREA VIA EXISTING TRAIL. ONLY BORE MACHINE, SMALL EQUIPMENT AND HAND TOOLS ARE ALLOWED. MINIMAL DISTURBANCE SHALL BE MADE FROM TRAIL TO TELECOM PULL BOX. CONCRETE BARRIERS SHALL BE INSTALLED PRIOR TO CONSTRUCTION FOR JOBSITE SAFETY. NEVADA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION (MOST RECENT EDITION) SHALL BE ADHERED TO. ADHERED TO. CONTRACTOR SHALL CORDON OFF STAGING AREA USING TRAFFIC CONES, OR APPROVED EQUAL. CONTRACTOR STORAGE AND STOCKPILE AREAS.

AutoCAD SHX Text

AutoCAD SHX Text GENERAL NOTES: : A. CONTRACTOR SHALL ACCESS CONTRACTOR SHALL ACCESS THE CONSTRUCTION STAGING AREA FROM BOULDER CITY PKWY/GREAT BASIN HWY VIA LAKESHORE ROAD, TURNING RIGHT ONTO THE ALAN BIBLE VISITOR'S CENTER ACCESS DRIVEWAY.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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STAGING & ACCESS PLAN

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G. YOUNG

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P. OXBORROW

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 01-

AutoCAD SHX Text C100

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BOULDER CITY PKWY/ GREAT BASIN HWY

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BOULDER CITY

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HOOVER DAM

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SCALE OF FEET

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AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text KEY NOTES: : NEW TWO-WAY BUNDLED FIBER FIBER LINE CONDUIT SHALL BE DIRECTIONALLY BORED CONDUIT FROM EXISTING NDOT VAULT TO EXISTING NPS TELECOM PULL BOX. SEE SPECIFICATION SECTION 01 67 00, PRODUCT SPECIFICATIONS FOR INFORMATION. INFORMATION. NEW TWO-WAY BUNDLED FIBER FIBER LINE CONDUIT LENGTH = 602 LF EXISTING VISITOR'S CENTER ELECTRIC PARALLELS LAKESHORE PARALLELS LAKESHORE ROAD, WITHIN THE SOUTH SIDE DITCH, FROM BOULDER CITY PKWY TO EXISTING NPS PULL BOX (APPROX.). EXISTING SANITARY SEWER SERVICE (APPROX.). EXISTING POTABLE WATER SERVICE (APPROX.). EXISTING STORM SEWER SERVICE. (APPROX.). EXISTING ELECTRICAL SERVICE (APPROX.) PROTECT TREES IN PLACE. SEE DETAIL 3, SHEET 01-C503 FOR DETAILS.

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AutoCAD SHX Text GENERAL NOTES: : A. SEE SHEET 01-C100 FOR SEE SHEET 01-C100 FOR CONTRACTOR STAGING AND ACCESS PLAN. B. TYPICAL BURY DEPTH OF FIBER TYPICAL BURY DEPTH OF FIBER LINE CONDUIT SHALL BE 36-INCHES (MINIMUM). SEE SHEET 01-C103. C. CONTRACTOR SHALL FIELD CONTRACTOR SHALL FIELD VERIFY, VIA POTHOLE METHOD, ALL EXISTING UTILITIES ALONG THE PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IF CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED FIBER OPTIC CONDUIT ARE PRESENT. EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY (NO SURVEY INFORMATION PROVIDED). D. CONTRACTOR SHALL INSTALL 2 CONTRACTOR SHALL INSTALL 2 STRANDS OF PULL TAPE WITHIN THE CONDUIT AS CONDUIT INSTALLATION OCCURS. E. SEE SHEET 01-C103 FOR SEE SHEET 01-C103 FOR ADDITIONAL FIBER LINE CONDUIT DETAIL, INCLUDING PLAN AND PROFILE. F. CONTRACTOR SHALL BE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING NEVADA DOT ROW LINE, FOR CONSTRUCTION REQUIREMENT PURPOSES.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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OVERALL SITE PLAN

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G. YOUNG

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P. OXBORROW

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 01-

AutoCAD SHX Text C101

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BOULDER CITY PKWY/ GREAT BASIN HWY

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BOULDER CITY

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HOOVER DAM

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SCALE OF FEET

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AutoCAD SHX Text 1" = 60'

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EROSION CONTROL PLAN

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G. YOUNG

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P. OXBORROW

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

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AutoCAD SHX Text 01-

AutoCAD SHX Text C102

AutoCAD SHX Text KEY NOTES: : SEE DETAIL ON 01-C503 FOR VEHICLE TRACKING PAD. SEE DETAIL ON 01-C504 FOR SILT FENCE SEE DETAIL ON 01-C504 FOR CONSTRUCTION FENCING

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AutoCAD SHX Text GENERAL NOTES: : A. A CLARK COUNTY ISSUED STORMWATER A CLARK COUNTY ISSUED STORMWATER CONSTRUCTION PERMIT AND SWMP (STORM WATER MANAGEMENT PLAN) WILL BE REQUIRED AND MUST BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. THE SWMP IS HELD BY THE CONTRACTOR AND A COPY WILL BE SUPPLIED TO THE CONTRACTING OFFICER. B. DURING CONSTRUCTION, THE CONTRACTOR DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-SITE EROSION DUE TO RUNOFF, AS WELL AS VEHICLE TRACKING. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL FACILITIES SHOWN IN DRAWINGS AND REMOVAL WHEN DIRECTED BY THE CONTRACTING OFFICER. C. ALL PERIMETER EROSION CONTROL MEASURES ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED AND FUNCTIONAL, PRIOR TO ANY OTHER EARTH-DISTURBING ACTIVITY. ALL OTHER STRUCTURAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS SOON AS THE FACILITIES, AROUND WHICH THEY ARE BASED, BECOME OPERATIONAL. D. ANY EROSION CONTROL MEASURE DAMAGED ANY EROSION CONTROL MEASURE DAMAGED OR DESTROYED PREMATURELY, BY ANY MEANS, SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR. E. WHERE TOPSOIL IS REPLACED, IT SHALL BE WHERE TOPSOIL IS REPLACED, IT SHALL BE INSTALLED WITH THE TOP OF THE TOPSOIL SURFACE SET AT FINISH GRADE. F. TEMPORARY EROSION CONTROL MEASURES TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SUCH TIME AS ALL TRIBUTARY DISTURBED AREAS ARE SUFFICIENTLY STABILIZED IN THE OPINION OF THE CONTRACTING OFFICER TO MINIMIZE EROSION POTENTIAL. G. CONTRACTOR SHALL APPLY FOR AND CONTRACTOR SHALL APPLY FOR AND PROCURE ALL NECESSARY LOCAL, STATE, AND FEDERAL JURISDICTIONAL STORMWATER COMPLIANCE PERMITS. H. CONTRACTOR SHALL DETERMINE LOCATIONS OF CONTRACTOR SHALL DETERMINE LOCATIONS OF STABILIZED STAGING AREA(S) AND CONCRETE WASHOUT(S). CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO IMPLEMENTATION.

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LEGEND: : SILT FENCE CONSTRUCTION FENCING VEHICLE TRACKING PAD

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BOULDER CITY PKWY/ GREAT BASIN HWY

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BOULDER CITY

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HOOVER DAM

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STA 13+99.66 NEW TWO-WAY BUNDLED CONDUIT PC IE=1637.79

AutoCAD SHX Text STA 16+02.20 CONNECT NEW TWO-WAY BUNDLED CONDUIT TO EXISTING NPS TELECOM PULL BOX IE=1628.51

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STA 14+90.88 NEW TWO-WAY BUNDLED CONDUIT PT IE=1635.02

AutoCAD SHX Text KEY NOTES: : NEW TWO-WAY BUNDLED FIBER LINE CONDUIT SHALL BE CONDUIT SHALL BE DIRECTIONALLY BORED CONDUIT FROM EXISTING NDOT VAULT TO EXISTING NPS TELECOM PULL BOX. SEE SPECIFICATION SECTION 01 67 00, PRODUCT SPECIFICATIONS FOR INFORMATION. NEW TWO-WAY BUNDLED FIBER LINE CONDUIT LENGTH = 602 LF. CONDUIT LENGTH = 602 LF. LF. EXISTING VISITOR'S CENTER ELECTRIC PARALLELS LAKESHORE PARALLELS LAKESHORE ROAD, WITHIN THE SOUTH SIDE DITCH, FROM BOULDER CITY PKWY TO EXISTING NPS PULL BOX (APPROX.). EXISTING SANITARY SEWER SERVICE (APPROX.). EXISTING POTABLE WATER SERVICE (APPROX.). EXISTING STORM SEWER SERVICE. (APPROX.). EXISTING ELECTRICAL SERVICE (APPROX.) SEE SHEET 01-C502 FOR CONNECTION DETAIL. MINIMUM TWO-WAY BUNDLED CONDUIT RADIUS = 100'.

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AutoCAD SHX Text GENERAL NOTES: : A. SEE SHEET 01-C100 FOR SEE SHEET 01-C100 FOR CONTRACTOR STAGING AND ACCESS PLAN. B. TYPICAL BURY DEPTH OF FIBER TYPICAL BURY DEPTH OF FIBER OPTIC CONDUIT SHALL BE 36-INCHES (MINIMUM). C. CONTRACTOR SHALL FIELD CONTRACTOR SHALL FIELD VERIFY, VIA POTHOLE METHOD, ALL EXISTING UTILITIES ALONG THE PROPOSED ALIGNMENT PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER IF CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED FIBER OPTIC CONDUIT ARE PRESENT. EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY (NO SURVEY INFORMATION PROVIDED). D. CONTRACTOR SHALL INSTALL 2 CONTRACTOR SHALL INSTALL 2 STRANDS OF PULL TAPE WITHIN THE CONDUIT AS CONDUIT INSTALLATION OCCURS. E. SEE SHEET 01-C101 FOR SEE SHEET 01-C101 FOR OVERALL SITE PLAN. F. SEE DETAIL 1 AND 5, SHEET SEE DETAIL 1 AND 5, SHEET 01-C501 FOR TRENCHING REQUIREMENTS WITHIN NEVADA DOT ROW AND WITHIN NPS PROPERTY.

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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SHEET

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TITLE OF SHEET

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BORING PLAN & PROFILE

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G. YOUNG

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P. OXBORROW

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 01-

AutoCAD SHX Text C103

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SCALE OF FEET

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SCALE: H: 1"=30' V: 1"=10'

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AutoCAD SHX Text KEY NOTES CONT'D: : EXISTING TREE CLUSTER SHALL BE PROTECTED IN PLACE. LOCATION OF BORE ALIGNMENT OF BORE ALIGNMENT SHOWN ON THIS SHEET IS TO PREVENT DAMAGE TO TREES. EXISTING RETAINING WALL SHALL BE PROTECTED IN PLACE. LOCATION OF BORE ALIGNMENT SHOWN ON THIS SHEET IS TO PREVENT DAMAGE TO RETAINING WALL.

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(SEE NOTE A)

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ROADSIDE SLOPE

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& DITCH

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EXISTING GROUND

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(SEE NOTE A)

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AutoCAD SHX Text GENERAL NOTES: : A. TRENCH WIDTH VARIES BASED TRENCH WIDTH VARIES BASED ON NUMBER OF CONDUITS, CONFIGURATION AND COMPACTION REQUIREMENTS. B. CONDUITS AND CONDUIT CONDUITS AND CONDUIT CONFIGURATION SHOWN IN THIS DETAIL ARE FOR GRAPHICAL PURPOSES ONLY. SEE PLANS, SCHEDULES AND SPECIFICATIONS FOR CONDUIT QUANTITIES, SIZES, MATERIALS, AND TYPES. C. SALVAGE EXISTING TOPSOIL IF SALVAGE EXISTING TOPSOIL IF TRENCH WIDTH EXCEEDS 11-INCHES AND IF TOPSOIL SALVAGE IS REQUIRED AS PART OF THE PROJECT. SEE CONTRACT DOCUMENTS FOR DETAILS. D. USE A BACK PULLED OR USE A BACK PULLED OR INSTALLATION METHOD THAT DOES NOT ROTATE OR TWIST MULTIPLE CONDUITS DURING INSTALLATION. E. CONDUIT DEFLECTION SHALL CONDUIT DEFLECTION SHALL NOT EXCEED 1-FOOT IN THE HORIZONTAL OR VERTICAL DIRECTION PER 10-FEET IN LONGITUDINAL DIRECTION. F. CONDUIT SHALL BE ROUTED NO CONDUIT SHALL BE ROUTED NO CLOSER THAN 24-INCHES TO ANY OBSTRUCTION. G. CORE DRILLING THROUGH AN CORE DRILLING THROUGH AN OBSTRUCTION MAY BE USED AS AN ALTERNATIVE METHOD, SUBJECT TO APPROVAL.

AutoCAD SHX Text LEGEND: CLASS A SLURRY CEMENT SAND BEDDING NATIVE SOIL/EXISTING LANDSCAPING CURB, GUTTER, & SIDEWALK EXISTING PAVEMENT

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CIVIL DETAILS

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G. YOUNG

AutoCAD SHX Text T. McCALLAN

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

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AutoCAD SHX Text 01-

AutoCAD SHX Text C501

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TRENCHING IN NATIVE MATERIAL (WITHIN DOT ROW)

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NTS

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TYPICAL VERTICAL ROUTING OF CONDUIT UNDER AN OBSTRUCTION

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NTS

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TYPICAL DIRECTIONAL DRILLING INSTALLATION

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NTS

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TRENCHING IN NATIVE MATERIAL (WITHIN NPS PROPERTY)

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NTS

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TYPICAL HORIZONTAL ROUTING OF CONDUIT AROUND AN OBSTRUCTION

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NTS

NPS SPECIFIC NOTES:

1. THE NPS PULL BOX IS A CONCRETE PULL BOX. IT

IS UNKNOWN IF IT HAS A HARD FLOOR OR NOT.

THE DETAIL FOR ENTRY SHOULD INDICATE TO

INVESTIGATE THE PULL BOX FLOOR. IF EARTHEN,

THEY SHOULD SWEEP INTO THE BOX. IF

CONCRETE ON THE BOTTOM, THEY SHOULD USE

A KNOCKOUT OR BORE OUT ON THE SOUTH WALL

OF THE PULL BOX.

NDOT SPECIFIC NOTES:

1. VAULT CONNECTION SHOULD SWEEP INTO VAULT

BUT NEARER THE END WALL OF THE VAULT AND

CLEAR OF ANY EXISTING WALL PENETRATIONS,

AND NOT IN THE MIDDLE OF THE VAULT.

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NOTES:

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TABLE

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DESCRIPTION

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ITEM

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WARNING TAPE

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AutoCAD SHX Text No. 7 PULL BOX WITH EXTENSION WITH EXCEPTIONS AS DRAWN

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SCH. 40 CONDUITS - SEE PLANS FOR SIZE AND QUANTITY

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45 DEGREE ELBOW OR BEND 36" RADIUS

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90 DEGREE ELBOW OR BEND 15" RADIUS

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AutoCAD SHX Text KNOCK OUT 8" x 12"

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BALL MARKER / LOCATOR - SEE NOTE 18

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AutoCAD SHX Text PULL BOX LAYOUT AND CONFIGURATION IS PROVIDED AS REFERENCE DESIGN. SUBSTITUTE PULL BOX CONFIGURATIONS MEETING PROJECT SPECIFICATIONS CONFIGURATION MAY BE USED IF APPROVED.

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INSTALLATION DETAIL

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SECTION B-B

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SECTION A-A

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BELOW GRADE INSTALLATION DETAIL

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12" EXTENSION

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SEE NOTE 5

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SEE NOTE 7

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SEE NOTE 2

AutoCAD SHX Text 22"

AutoCAD SHX Text 24"

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SEE NOTE 5

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SEE NOTE 4

AutoCAD SHX Text B

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SEE NOTE 4

AutoCAD SHX Text DO NOT BACKFILL OVER TOP OF PULL BOX FOR THIS STAGE OF CONSTRUCTION. PLACE " PLYWOOD OVER OPENING FOR PULL 34" PLYWOOD OVER OPENING FOR PULL BOX.

AutoCAD SHX Text 48"

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SEE NOTE 5

AutoCAD SHX Text 12"

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SEE NOTE 3

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SEE NOTE 2

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SEE NOTE 5

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SEE NOTE 3

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SEE NOTE 2

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SEE NOTE 12

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SEE NOTE 15

AutoCAD SHX Text 35"

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SEE NOTE 6

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SEE NOTE 16

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SEE NOTE 12 AND 13

AutoCAD SHX Text A

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AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

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AutoCAD SHX Text 2"

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SEE NOTE 6

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AutoCAD SHX Text 10"

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SEE NOTE 2

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SEE NOTE 12

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SEE NOTE 15

AutoCAD SHX Text 42"

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TYP.

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SEE NOTE 5

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SEE NOTE 3

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AutoCAD SHX Text B

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AutoCAD SHX Text A

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2"

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AutoCAD SHX Text 6"

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SEE NOTE 5

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SEE NOTE 3

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SEE NOTE 6

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SEE NOTE 13

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SEE NOTE 5

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AutoCAD SHX Text 10"

AutoCAD SHX Text 5 " - 7 "78" - 7 "78"

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SWEEP CONDUITS FROM 42" DEPTH TO 48" DEPTH TO ENTER PULL BOX AS SHOWN

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BOX

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AutoCAD SHX Text 35"

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30 LB. FELT PAPER

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CONDUIT BELL END

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1. NUMBERS IN CIRCLES REFER TO ITEMS IN TABLE. NUMBERS IN CIRCLES REFER TO ITEMS IN TABLE. 2. BACKFILL ACCORDING TO PLANS AND SPECIFICATIONS. BACKFILL ACCORDING TO PLANS AND SPECIFICATIONS. 3. TRUNK LINE CONDUIT FROM THE TYPICAL TRENCH SECTION TRUNK LINE CONDUIT FROM THE TYPICAL TRENCH SECTION SHALL NOT DEFLECT BY MORE THAN ONE FOOT PER SHALL NOT DEFLECT BY MORE THAN ONE FOOT PER 10-FEET FROM THE ALIGNMENT PRECEDING OR FOLLOWING THE PULL BOX. 4. SEE PLAN SHEETS FOR NUMBER AND SIZE OF CONDUITS. SEE PLAN SHEETS FOR NUMBER AND SIZE OF CONDUITS. 5. NEW TRUNK LINE FIBER OPTIC CONDUITS SHALL PASS UNDER NEW TRUNK LINE FIBER OPTIC CONDUITS SHALL PASS UNDER NO. 7 PULL BOXES. AT CONDUIT TRANSITION LOCATIONS (BRIDGE STRUCTURES, METAL CONDUIT TO PLASTIC, ETC.) ALL CONDUITS SHALL ENTER PULL BOX. AT LOCATIONS SHALL ENTER PULL BOX. AT LOCATIONS WHERE POWER CONDUCTORS, DETECTOR CABLES, LOOP CONDUCTORS, DETECTOR CABLES, LOOP LEAD-IN CABLES, DETECTOR CABLE, RAMP METER SIGNAL CABLES OR BRANCH FIBER OPTIC CABLES ENTER OR PASS FIBER OPTIC CABLES ENTER OR PASS THROUGH, ALL OTHER CONDUITS SHALL ENTER THE PULL BOX. 6. BOTTOM OF CONDUIT CENTERLINE SHALL BE ALIGNED TO BOTTOM OF CONDUIT CENTERLINE SHALL BE ALIGNED TO EXIT TOP OF PULL BOX TO FACILITATE CABLE PULLING. EXIT TOP OF PULL BOX TO FACILITATE CABLE PULLING. 7. USE FELT PAPER TO BLOCK OPENING BETWEEN CONDUITS. USE FELT PAPER TO BLOCK OPENING BETWEEN CONDUITS. 8. INSTALL CONDUIT PLUG ON EACH EMPTY CONDUIT ENTERING INSTALL CONDUIT PLUG ON EACH EMPTY CONDUIT ENTERING PULL BOX. 9. SEAL ENDS OF ALL CONDUITS WITH CABLES OR SEAL ENDS OF ALL CONDUITS WITH CABLES OR CONDUCTORS WITH APPROVED MATERIAL. WITH APPROVED MATERIAL. APPROVED MATERIAL. 10. A PULL BOX EXTENSION CAN BE ELIMINATED IF THE PULL A PULL BOX EXTENSION CAN BE ELIMINATED IF THE PULL BOX IS SUPPLIED WITH A DEPTH OF 24-INCHES OR IS SUPPLIED WITH A DEPTH OF 24-INCHES OR GREATER. 11. PULL BOX HEIGHT ABOVE FINISHED GRADE SHALL PERMIT PULL BOX HEIGHT ABOVE FINISHED GRADE SHALL PERMIT 4-INCHES OF SURFACE LANDSCAPING, IF APPLICABLE, TO 4-INCHES OF SURFACE LANDSCAPING, IF APPLICABLE, TO MATCH EXISTING CONDITIONS. MATCH EXISTING CONDITIONS. 12. THIS PULL BOX SHALL BE DESIGNED FOR TRAFFIC AREAS. THIS PULL BOX SHALL BE DESIGNED FOR TRAFFIC AREAS. STEEL COVERS SHALL BE USED. COVER AND BOX SHALL STEEL COVERS SHALL BE USED. COVER AND BOX SHALL SUPPORT AASHTO H20-44 TRUCK LOADING. 13. "NDOT" SHALL BE THE TITLE ENGRAVED IN THE LID UNLESS "NDOT" SHALL BE THE TITLE ENGRAVED IN THE LID UNLESS NOTED OTHERWISE. BOND AND GROUND LID PER STANDARD SPECIFICATIONS SECTION 623.02.17. 14. GROUND CONDUCTORS SHALL BE BONDED AND GROUNDED GROUND CONDUCTORS SHALL BE BONDED AND GROUNDED PER STANDARD SPECIFICATIONS, AS REQUIRED. PER STANDARD SPECIFICATIONS, AS REQUIRED. 15. PULL BOX LID BONDING/GROUND CONDUCTOR SHALL BE PULL BOX LID BONDING/GROUND CONDUCTOR SHALL BE 4-FOOT OF NO. 4 GREEN STRANDED GROUND WIRE, CAD WELDED TO THE LID. GROUND WIRE SHALL BE COILED FOR FUTURE BONDING AND GROUNDING. IF PULL BOX INSTALLATION IS REPLACING AN EXISTING PULL BOX, THEN THE CONDUCTOR SHALL BE BONDED/GROUNDED TO THE EXISTING GROUNDING SYSTEM. 16. COVER TOP OF PULL BOX WITH 30 POUNDS FELT PAPER TO COVER TOP OF PULL BOX WITH 30 POUNDS FELT PAPER TO HELP PROTECT METAL LID. 17. CONTRACTOR TO GPS LOCATE AND BURY ALL PULL BOXES CONTRACTOR TO GPS LOCATE AND BURY ALL PULL BOXES PER NDOT GUIDE "SPECIAL INSTRUCTIONS FOR SURVEY, NDOT GUIDE "SPECIAL INSTRUCTIONS FOR SURVEY, MAPPING OR GIS CONSULTANTS," CURRENT EDITION. 18. THE CONTRACTOR SHALL INSTALL ELECTRONIC MARKER THE CONTRACTOR SHALL INSTALL ELECTRONIC MARKER SYSTEM IN ALL BURIED PULL BOXES. INSTALL A RED (POWER INDUSTRY) MARKER FOR POWER PULL BOXES AND BLACK/ORANGE (CABLE TV AND COMMUNICATIONS) FOR ITS PULL BOXES. 19. ALL PULL BOXES AND VAULTS SHALL HAVE SLIP-RESISTANT ALL PULL BOXES AND VAULTS SHALL HAVE SLIP-RESISTANT COVER WITH A COEFFICIENT OF FRICTION EQUAL TO OR GREATER THAN 0.75 FOR BOTH WET AND DRY CONDITIONS.0.75 FOR BOTH WET AND DRY CONDITIONS.

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REVISED

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DETAIL NUMBER

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ADOPTED

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SPEC. #

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NEVADA DEPARTMENT OF TRANSPORTATION

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CHIEF TRAFFIC OPS ENGR. SIGNED ORIGINAL ON FILE

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AutoCAD SHX Text 10/2015

AutoCAD SHX Text 9/2022

AutoCAD SHX Text No. 7 PULL BOX MODIFIED

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TG-15

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BEDDING MATERIAL PER DETAIL TG-14

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CIVIL DETAILS 2

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G. YOUNG

AutoCAD SHX Text T. McCALLAN

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 01-

C502

VEHICLE TRACKING CONTROL1

-VTC

VEHICLE TRACKING CONTROL INSTALLATION NOTES

1. VEHICLE TRACKING CONTROL PADS SHALL BE INSTALLED AT EVERY ACCESS POINT, (PAVEMENT

INTERFACE) TO SITE.

2. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE OR BOULDERS WILL NOT BE ACCEPTABLE.

THE STONES SHALL BE 3" WITH A MAXIMUM SIZE OF 6". THE STONE SHALL HAVE A SPECIFIC GRAVITY

OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTIONS.

3. ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY

CONTRACTOR.

4. ALL ACCESS POINTS TO THE SITE SHALL BE APPROVED AS PART OF THE GESC PERMIT AND BE SHOWN

ON THE GESC PLANS.

5. A STOP SIGN INSTALLED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD), AS AMENDED, SHALL BE INSTALLED FOR EXISTING TRAFFIC AT THE VTC.

VEHICLE TRACKING CONTROL MAINTENANCE NOTES

1. THE CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL DAILY. RIPRAP

SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL

LOADS AND CAUSE LOOSE GRAVEL TO DISLODGE MUD FROM TIRES. WHEN RIPRAP

BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS

OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE

LOOSEN GRAVEL, PLACE ADDITIONAL NEW GRAVEL, OR REPLACE WITH NEW RIPRAP

AS NECESSARY TO RESTORE EFFECTIVENESS.

2. VEHICLE TRACKING CONTROL SHALL BE REMOVED AT THE END OF CONSTRUCTION,

THE RIPRAP MATERIAL REMOVED OR, IF APPROVED BY THE CONTRACTING OFFICER,

USED ON SITE, AND THE AREA TOPSOILED AND CRIMP MULCHED OR OTHERWISE

STABILIZED.

SECTION

NTS

PLAN

NTS

NO MATERIAL INCLUDING WOOD, PIPES, GRAVEL,

OR ASPHALT, SHALL BE PLACED IN GUTTER TO

FACILITATE MOUNTING CURB; HOWEVER, CURB

MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER

FOR EASIER ACCESS AND REPLACED AT PROJECT

COMPLETION WITH APPROVAL FROM THE

CONTRACTING OFFICER.

3"-6" RIPRAP

CONSTRUCTION FENCE, TYP., TO DISCOURAGE

VEHICLE ACCESS EXCEPT AT VTC

10% MAX. 12" MIN.

9" MIN.2" MIN.

SIGN "CONSTRUCTION ENTRANCE"

' M

50' MIN.

R=5'

STOP SIGN PER MUTCD STANDARDS

3'-6"

RIPRAPA

STAGING AREA FOR PARKING,

STORAGE, LOADING AND

UNLOADING STABILIZED WITH 3"

MIN. THICKNESS GRANULAR

MATERIAL (GRAVEL OR

RECYCLED CONCRETE)

CONSTRUCTION

SITE ACCESS

PAVED AREA

VTC AT CONSTRUCTION ENTRANCE

SEE DETAIL 1, THIS SHEET

PLAN

NTS

STABILIZED STAGING AREA INSTALLATION NOTES

1. SEE 00-G10# SHEETS FOR GENERAL LOCATION OF STAGING AREAS.

CONTRACTOR MAY MODIFY LOCATION AND SIZE OF STABILIZED STAGING

AREA WITH APPROVAL FROM CONTRACTING OFFICER.

2. STABILIZED STAGING AREA SHALL BE LARGE ENOUGH TO FULLY CONTAIN

PARKING, STORAGE, AND UNLOADING AND LOADING OPERATIONS.

3. IF REQUIRED BY THE CONTRACTING OFFICER, SITE ACCESS ROADS SHALL

BE STABILIZED IN THE SAME MANNER AS THE STAGING AREA.

4. STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS

ON THE SITE.

5. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM OF 3" OF

GRANULAR MATERIAL (GRAVEL OR RECYCLED CONCRETE).

STABILIZED STAGING AREA MAINTENANCE NOTES

1. THE CONTRACTOR SHALL INSPECT THE STABILIZED STAGING AREA

WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR

CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.

2. THE CONTRACTOR SHALL PROVIDE ADDITIONAL THICKNESS OF GRANULAR

MATERIAL IF ANY RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES

EXPOSED.

3. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO

CONTAIN PARKING, STORAGE, AND UNLOADING AND LOADING OPERATIONS.

4. ANY ACCUMULATED SEDIMENT OR MUD SHALL BE REMOVED FROM THE

SURFACE OF THE STABILIZED STAGING AREA.

5. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF

CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF

APPROVED BY THE CONTRACTING OFFICER, USED ON SITE, AND THE AREA

TOPSOILED AND CRIMP MULCHED OR OTHERWISE STABILIZED.

SSA

STABILIZED STAGING AREA2

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EROSION & SEDIMENT

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CONTROL DETAILS

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G. YOUNG

AutoCAD SHX Text T. McCALLAN

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A. ARMOLD

AutoCAD SHX Text 02/23/2024

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 284691

AutoCAD SHX Text 01-

C503

10'-0" MAX

DRIPLINE (VARIES)

2x RADIUS =1 FOOT PER

TREE CALIPER INCH SIZE

2' -6

SF SF SF

" M

1-1/2"

3" MIN

6" M

AutoCAD SHX Text NOTE: 1. TREE PROTECTION TO BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITY. TREE PROTECTION TO BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITY. 2. PROTECTIVE TREE FENCE SHALL BE PROVIDED AT CRITICAL ROOT ZONE (CRZ). ANY TREES THAT WILL NOT MEET PROTECTIVE TREE FENCE SHALL BE PROVIDED AT CRITICAL ROOT ZONE (CRZ). ANY TREES THAT WILL NOT MEET THE TREE PRESERVATION FENCE REQUIREMENT AT CRZ MUST BE SAVED PER THE CONTRACTORS DISCRETION. 3. ALL ROOT PRUNING AND TREE CARE DURING CONSTRUCTION SHALL BE MONITORED AND ADMINISTERED BY A ALL ROOT PRUNING AND TREE CARE DURING CONSTRUCTION SHALL BE MONITORED AND ADMINISTERED BY A CERTIFIED ARBORIST. 4. THE RADIUS OF THE CRZ = 12 x TREE CALIPER INCHES. MEASUREMENT OF TREE CALIPER INCH SHALL MEET THE RADIUS OF THE CRZ = 12 x TREE CALIPER INCHES. MEASUREMENT OF TREE CALIPER INCH SHALL MEET EITHER THE AMERICAN STANDARD FOR NURSERY STOCK OR THE AMERICAN FORESTS DEFINITION.

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POST, TYP

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TREE PROTECTION FENCING

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DRIPLINE

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PROTECTIVE TREE FENCE AT CRZ

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(20'-0" FOR 20" CALIPER TREE)

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(CRZ RADIUS= 1FT PER CALIPER INCH TREE)

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GRADE

AutoCAD SHX Text CONSTRUCTION FENCE INSTALLATION NOTES 1. SEE PLAN VIEW FOR: SEE PLAN VIEW FOR: - LOCATION AND LENGTH OF FENCE. 2.

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File details come from the government source that posted it. Updated Jul 8, 2025.