C04 Attachment 3 Construction Plans CNF_Flagstaff_WW_ Plans_8.15.24.pdf

PDF 10 MB Posted Aug 5, 2026

Attached to: Flagstaff Ranger Station Wastewater System Improvements - Coconino NF
Solicitation number: 127EAX26Q0049
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Aug 5, 2026

This document is a set of construction plans for wastewater system improvements at the Flagstaff Ranger Station, prepared for the U.S. Department of Agriculture Forest Service, Region Three, Coconino National Forest in Arizona.

The project involves installation of approximately 1,960 linear feet of 8-inch SDR 35 PVC sewer main, 1,390 linear feet of 4-inch SDR 35 PVC sewer service laterals, nine 48-inch concrete manholes, sixteen sewer service cleanouts, and four sewer service connections. Additional work includes abandonment of four existing septic tanks, coordination of six existing water and gas main crossings, flowable fill concrete placement (30 cubic yards), clearing and grubbing, soil erosion and pollution control, traffic control, construction survey and staking, and restoration of paved streets (600 linear feet), unpaved surfaces (12 linear feet), native ground (2,750 linear feet), curb and gutter (60 linear feet), and urban trails (30 linear feet). The construction plans span eleven sheets, including overall site plans, sewer main profiles and plans from station 0+00 to 20+00, sewer service connection details, and standard construction details addressing manhole installation, cleanout details, new sewer service lines, water and sanitary sewer separation requirements, trenching and backfill procedures, and underground utility placement standards. The plans were prepared by DAN BAUM, PAUL KARCHER, E.I., and KRISTOPHER BOSCH, E.I., and approved by AMY DEITCHLER, P.E., dated August 14, 2024. The project is located in Section 06, Township 21 North, Range 08 West, Coconino County, Arizona, at coordinates 35° 13' 43.10" North and 111° 34' 54.66" West.

View the file

Other files

File	Type	Posted
C05 Attachment 16 RFI Log 008-022.docx	DOCX document	Sep 15, 2026
C05 Attachment 15 Application Public Improvements Permit.pdf	PDF	Sep 15, 2026
C05 127EAX26Q0049 0003.pdf	PDF	Sep 15, 2026
C05 Attachment 13 Drawings Generic Stacks.pdf	PDF	Sep 15, 2026
C05 Attachment 2 Schedule of Items-includes option item.xlsx	XLSX spreadsheet	Sep 15, 2026
C05 Attachment 12 Specs Polymer Concrete Structures.pdf	PDF	Sep 15, 2026
C05 Attachment 14 Application Civil Construction Plan.pdf	PDF	Sep 15, 2026
127EAX26Q0049 0002 - time extension.pdf	PDF	Sep 9, 2026
C05 Attachment 11 Site Visit Sign in form FRD wastewater project.pdf	PDF	Sep 3, 2026
C05 Attachment 10 RFI Log 001-007.docx	DOCX document	Sep 3, 2026
C05 127EAX26Q0049 0001.pdf	PDF	Sep 3, 2026
C04 Attachment 9 ADEQ-Notice of Intent.pdf	PDF	Aug 5, 2026
C04 Attachment 7 ADEQ-Capacity Assurance (Sewage Collection System).pdf	PDF	Aug 5, 2026
C04 Attachment 6 WD AZ20260056 Mod 1.pdf	PDF	Aug 5, 2026
C04 127EAX26Q0049.pdf	PDF	Aug 5, 2026
C04 Attachment 8 ADEQ-Capacity Assurance (Sewage Treatment Facility).pdf	PDF	Aug 5, 2026
C04 Attachment 1 Statement of Work FRD Wastewater Sys Improve.docx	DOCX document	Aug 5, 2026
C04 Attachment 2 Schedule of Items - COC FRD Wastewater Sys Improve.xlsx	XLSX spreadsheet	Aug 5, 2026
C04 Attachment 5 COF Industrial Fire Plan Guidelines 2025.docx	DOCX document	Aug 5, 2026
C04 Attachment 4 Technical Specifications CNF_Flagstaff_WW_Specs_8.15.24.pdf	PDF	Aug 5, 2026

Show all 20

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS © 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

NO. DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:SHEET INDEX

SHEET 1 COVER

SHEET 2 GENERAL, NOTES, LEGEND AND ABBREVIATIONS

SHEET 3 ESTIMATED QUANTITIES AND PROJECT NOTES

SHEET 4 OVERALL SITE PLAN AND CONTROL DIAGRAM

SHEET 5 SEWER MAIN - STA. 0+00 TO STA. 10+50

SHEET 6 SEWER MAIN - STA. 10+50 TO STA. 20+00

SHEET 7 SEWER SERVICE CONNECTIONS

SHEET 8 STANDARD DETAILS

SHEET 9 STANDARD DETAILS

SHEET 10 STANDARD DETAILS

SHEET 11 STANDARD DETAILS

AUGUST 14, 2024

1-22139

FLAGSTAFF RANGER STATION

WASTEWATER SYSTEM IMPROVEMENTS

CONSTRUCTION PLANS FOR

SECTION 06, TOWNSHIP 21 NORTH, AND RANGE 08 WEST

LATITUDE 35° 13' 43.10" NORTH AND LONGITUDE 111° 34' 54.66" WEST

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION THREE

COCONINO NATIONAL FOREST

FLAGSTAFF RANGER DISTRICT

COCONINO COUNTY, ARIZONA

PLANS PREPARED BY:

DAN BAUM

PAUL KARCHER, E.I.

KRISTOPHER BOSCH, E.I.

VICINITY MAP

APPROVED BY:

AMY DEITCHLER, P.E.

PROJECT LOCATION

MARKETPLACE DRIVE

FOREST ENGINEER

COCONINO NATIONAL FOREST

LINE OFFICER

COCONINO NATIONAL FOREST

DATE

REGIONAL WATER/WASTEWATER ENGINEER

REGION THREE

DATE

RECOMMENDED BY:

APPROVED BY:

NOTE:

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

Yuma

Quartzsite

Lake Havasu City

Kingman

Gila Bend Casa Grande

Mesa Phoenix

Tucson

Green Valley

Benson

Wilcox

Holbrook

FlagstaffAsh Fork

Prescott

Grand Canyon Tuba City

Page

Kayenta Littlefield

Show Low

MEXICO

R N

UTAH

LOCATION MAP

2501 BELT VIEW DRIVE

HELENA, MT 59601

(406)449-8627

PROJECT LOCATION

FLAGSTAFF RANGER STATION

RESEARCH CENTER DRIVE

MOUNT ELDEN

TRAILHEAD

DIRECTOR OF ENGINEERING

REGION THREE

RECOMMENDED BY:

DATE

AutoCAD SHX Text Y:\Shared\Helena Projects\1-22139-DHOC–USFS R3 CNF-KNF Water and Sewer Improvements\Coconino NF - Flagstaff RD Wastewater Improvements\CADD 1-22139\Sheets\1-22139-1-COVER.dwg

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

76515 AMY DEITCHLER

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text s

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text P

AutoCAD SHX Text r

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text e

AutoCAD SHX Text s

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text l

AutoCAD SHX Text E

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text i

AutoCAD SHX Text v

AutoCAD SHX Text i

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text g

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text 8-14-2024

OF 11

, N O

S, L

A N

D A

N S

D B, K B

, K

4, LEGEND

EXISTING PROPOSED DESCRIPTION

CTV CTV

FO FO

G G

OHP OHP

UGP UGP

FM FM

S S

OHT OHT

UGT UGT

SD SD

W W

SS SS

SS SS SS

WS WS

SWS WS

W S

GENERAL NOTES:

EXISTING PROPOSED DESCRIPTION

ABBREVIATIONS

DETAIL OR SECTION TITLE

GENERAL DESIGN DESIGNATIONS:

R A

N G

O N

W A

R S

C O

O N

A L

D R

C H

N O

C R

O N

SHEET NO.

E H

A, M

-8

S U

AutoCAD SHX Text Y:\Shared\Helena Projects\1-22139-DHOC–USFS R3 CNF-KNF Water and Sewer Improvements\Coconino NF - Flagstaff RD Wastewater Improvements\CADD 1-22139\Sheets\1-22139-General Notes.dwg

AutoCAD SHX Text

CABLE TELEVISION

AutoCAD SHX Text

FIBER OPTIC

AutoCAD SHX Text

MAJOR CONTOUR

AutoCAD SHX Text

MINOR CONTOUR

AutoCAD SHX Text

NATURAL GAS

AutoCAD SHX Text

OVERHEAD POWER

AutoCAD SHX Text

UNDERGROUND POWER

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

SANITARY SEWER FORCEMAIN

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

OVERHEAD TELEPHONE

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

WATER

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

BARBED WIRE FENCE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

WATER EDGE

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text

PROPERTY/LOT LINE

AutoCAD SHX Text

PROPERTY EASEMENT

AutoCAD SHX Text

PROPERTY SETBACK

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

RAILROAD

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

CITY LIMIT/DISTRICT BOUNDARY

AutoCAD SHX Text

SANITARY SEWER SERVICE

AutoCAD SHX Text

STORM CULVERT

AutoCAD SHX Text

WATER SERVICE

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

11.25° ELBOW

AutoCAD SHX Text

22.50° ELBOW

AutoCAD SHX Text

45° ELBOW

AutoCAD SHX Text

90° ELBOW

AutoCAD SHX Text

CAP

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

WELL

AutoCAD SHX Text

FROST FREE HYDRANT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

REDUCER

AutoCAD SHX Text

TEE

AutoCAD SHX Text

STORM CATCH BASIN

AutoCAD SHX Text

STORM ROUND INLET

AutoCAD SHX Text

STORM SQUARE INLET

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

SANITARY CLEANOUT

AutoCAD SHX Text

SANITARY LAMPHOLE

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

BORING

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

TEST PIT

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

PROPERTY PIN

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

COMMUNICATION MANHOLE

AutoCAD SHX Text

COMMUNICATION VAULT

AutoCAD SHX Text

NATURAL GAS METER

AutoCAD SHX Text

NATURAL GAS RISER

AutoCAD SHX Text

NATURAL GAS VALVE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER RISER

AutoCAD SHX Text

PAD MOUNTED TRANSFORMER

AutoCAD SHX Text

POWER VAULT

AutoCAD SHX Text

STREET LIGHT POLE

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

CABLE TV RISER

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

SHRUB/BUSH

AutoCAD SHX Text

TREE-DECIDUOUS

AutoCAD SHX Text

TREE-CONIFER

AutoCAD SHX Text @ AT AT Δ ANGLE OF DEFLECTION, DELTA ANGLE ANGLE OF DEFLECTION, DELTA ANGLE <PT ANGLE POINT ANGLE POINT AB ANCHOR BOLT ANCHOR BOLT ABDN ABANDON ABANDON AC ASBESTOS CONCRETE ASBESTOS CONCRETE ADDN ADDITIONAL ADDITIONAL ADJ ADJACENT ADJACENT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ALT ALTERNATE ALTERNATE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APPROXIMATE APVD APPROVED APPROVED ARCH ARCHITECTURE, ARCHITECTURAL ARCHITECTURE, ARCHITECTURAL ASPH ASPHALT ASPHALT AVE AVENUE AVENUE AVG AVERAGE AVERAGE BFV BUTTERFLY VALVE BUTTERFLY VALVE BLDG BUILDING BUILDING BLK BLOCK BLOCK BLVD BOULEVARD BOULEVARD BM BEAM, BENCHMARK BEAM, BENCHMARK BOT BOTTOM BOTTOM BRG BEARING BEARING BRKT BRACKET BRACKET BVC BEGIN VERTICAL CURVE BEGIN VERTICAL CURVE C-C CENTER TO CENTER CENTER TO CENTER CHAN CHANNEL CHANNEL CHK CHECK CHECK CI CAST IRON CAST IRON CIPC CAST-IN-PLACE CONCRETE CAST-IN-PLACE CONCRETE CIRC CIRCULAR CIRCULAR CJ CONSTRUCTION JOINT, CONTROL JOINT CONSTRUCTION JOINT, CONTROL JOINT CENTER LINE CENTER LINE CLR CLEAR, CLEARANCE CLEAR, CLEARANCE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS CO CLEANOUT CLEANOUT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONSTR CONSTRUCTION CONSTRUCTION CONT CONTINUE, CONTINUED, CONTINUOUS CONTINUE, CONTINUED, CONTINUOUS CONTR CONTRACTOR CONTRACTOR COORD COORDINATE COORDINATE CP CONTROL PANEL, CONTROL POINT CONTROL PANEL, CONTROL POINT CPLG COUPLING COUPLING CTR CENTER CENTER CTV CABLE TELEVISION CABLE TELEVISION CU CUBIC, COPPER CUBIC, COPPER CF CUBIC FEET CUBIC FEET CULV CULVERT CULVERT CY CUBIC YARD CUBIC YARD DET DETAIL DETAIL DI DUCTILE IRON, DRAIN INLET DUCTILE IRON, DRAIN INLET DIA, DIAMETER DIAG DIAGONAL DIAGONAL DIM DIMENSION DIMENSION DR DRIVE DRIVE DWG DRAWING DRAWING E EAST EAST EA EACH EACH EL, ELEV ELEVATION ELEVATION ELB ELBOW ELBOW ELEC ELECTRIC, ELECTRICAL ELECTRIC, ELECTRICAL ENCL ENCLOSE ENCLOSE ENGR ENGINEER ENGINEER EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EQ EQUAL, EQUALLY EQUAL, EQUALLY EQ SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT EVC END VERTICAL CURVE END VERTICAL CURVE EW EACH WAY EACH WAY EXC EXCAVATE EXCAVATE EXP EXPANSION EXPANSION EXP JT EXPANSION JOINT EXPANSION JOINT EXST EXISTING EXISTING FCV FLOW CONTROL VALVE FLOW CONTROL VALVE FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FES FLARED END SECTION FLARED END SECTION FET FLARED END TERMINAL FLARED END TERMINAL FF FINISHED FLOOR FINISHED FLOOR FG FINISH GRADE FINISH GRADE FHYD FIRE HYDRANT FIRE HYDRANT FJ FLANGE JOINT FLANGE JOINT FL FLOW LINE FLOW LINE FLEX FLEXIBLE FLEXIBLE FM FORCEMAIN FORCEMAIN FT FOOT, FEET FOOT, FEET FO FIBER OPTIC FIBER OPTIC FTG FOOTING, FITTING FOOTING, FITTING G NATURAL GAS NATURAL GAS GA GAGE, GAUGE GAGE, GAUGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GND GROUND GROUND GVL GRAVEL GRAVEL HB HOSE BIB HOSE BIB HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HOR, HORIZ HORIZONTAL HORIZONTAL HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT ID INSIDE DIAMETER INSIDE DIAMETER IE INVERT ELEVATION INVERT ELEVATION IN INCH INCH INV INVERT INVERT JB JUNCTION BOX JUNCTION BOX JT JOINT JOINT K RATE OF VERTICAL CURVATURE RATE OF VERTICAL CURVATURE LBS POUNDS POUNDS LF LINEAR FEET LINEAR FEET LN LANELANE

AutoCAD SHX Text LPG LIQUID PROPANE GAS LIQUID PROPANE GAS LT LEFT LEFT MAX MAXIMUM MAXIMUM MD MEASURE DOWN MEASURE DOWN MFD MANUFACTURED MANUFACTURED MFR MANUFACTURE, MANUFACTURER MANUFACTURE, MANUFACTURER MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MJ MECHANICAL JOINT MECHANICAL JOINT MOV MOTOR OPERATED VALVE MOTOR OPERATED VALVE MPWSS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS N NORTH NORTH NE NORTHEAST NORTHEAST NG NATURAL GAS NATURAL GAS NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALE NOT TO SCALE NW NORTHWEST NORTHWEST OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OF OVERFLOW OVERFLOW OH OVERHEAD OVERHEAD OHP OVERHEAD POWER OVERHEAD POWER OHT OVERHEAD TELEPHONE OVERHEAD TELEPHONE OPNG OPENING OPENING PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PE PLAIN END, POLYETHYLENE PLAIN END, POLYETHYLENE PERP PERPENDICULAR PERPENDICULAR PI POINT OF INTERSECTION POINT OF INTERSECTION PROPERTY LINE PROPERTY LINE PNL PANEL PANEL PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PREFAB PREFABRICATED PREFABRICATED PRELIM PRELIMINARY PRELIMINARY PREP PREPARE, PREPARATION PREPARE, PREPARATION PROP PROPERTY PROPERTY PRV PRESSURE REDUCING VALVE PRESSURE REDUCING VALVE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT, POINT OF TANGENCY POINT, POINT OF TANGENCY PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PAVEMENT R, RAD RADIUS RADIUS RC REINFORCED CONCRETE REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD ROAD RDCR REDUCER REDUCER REBAR REINFORCEMENT BAR REINFORCEMENT BAR REF REFERENCE REFERENCE REINF REINFORCE REINFORCE REQD REQUIRED REQUIRED RR RAILROAD RAILROAD RST REINFORCING STEEL REINFORCING STEEL RT RIGHT RIGHT R/W RIGHT-OF-WAY RIGHT-OF-WAY S SOUTH, SANITARY SEWER SOUTH, SANITARY SEWER SAN SANITARY SANITARY SCH SCHEDULE SCHEDULE SD STORM DRAIN STORM DRAIN SDWK SIDEWALK SIDEWALK SE SOUTHEAST SOUTHEAST SECT SECTION SECTION SF SQUARE FOOT SQUARE FOOT SHT SHEET SHEET SIM SIMILAR SIMILAR SLP SLOPE SLOPE SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE SSTL STAINLESS STEEL STAINLESS STEEL STA STATION STATION SS SANITARY SEWER SERVICE SANITARY SEWER SERVICE STD STANDARD STANDARD ST STREET STREET STL STEEL STEEL STRUCT STRUCTURE STRUCTURE SW SOUTHWEST SOUTHWEST SYM SYMMETRICAL SYMMETRICAL TB THRUST BLOCK THRUST BLOCK TBC TOP BACK OF CURB TOP BACK OF CURB TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY THRU THROUGH THROUGH TYP TYPICAL TYPICAL UG UNDERGROUND UNDERGROUND UGP UNDERGROUND POWER UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UNDERGROUND TELEPHONE UTIL UTILITY UTILITY V VALVE, VOLT VALVE, VOLT VB VALVE BOX VALVE BOX VERT VERTICAL VERTICAL VOL VOLUME VOLUME W WEST, WATER WEST, WATER WTR WATER WATER WD WOOD WOOD W/ WITH WITH W/O WITHOUT WITHOUT WL WETLAND WETLAND WM WIRE MESH, WATER METER WIRE MESH, WATER METER WS WATERSTOP, WATER SURFACE, WATER SERVICE WATERSTOP, WATER SURFACE, WATER SERVICE WT WEIGHT WEIGHT WV WATER VALVE WATER VALVE WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WWM WELDED WIRE MESH WELDED WIRE MESH XFMR TRANSFORMER TRANSFORMER X-ING CROSSING CROSSING XS CROSS SECTION CROSS SECTION YD YARDYARD

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text A

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

SECTION LETTER

AutoCAD SHX Text

DETAIL NUMBER OR SECTION LETTER

AutoCAD SHX Text

SHEET NUMBER WHERE DETAIL OR SECTION IS SHOWN

AutoCAD SHX Text

SHEET NUMBER WHERE DETAIL OR SECTION IS SHOWN

AutoCAD SHX Text

MAIL BOX

AutoCAD SHX Text

CROSS

AutoCAD SHX Text

STUMP

AutoCAD SHX Text

76515 AMY DEITCHLER

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text s

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text P

AutoCAD SHX Text r

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text e

AutoCAD SHX Text s

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text l

AutoCAD SHX Text E

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text i

AutoCAD SHX Text v

AutoCAD SHX Text i

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text g

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text 8-14-2024

1. THIS IS A STANDARD LEGEND AND ABBREVIATION LIST. THEREFORE, NOT ALL SYMBOLS THIS IS A STANDARD LEGEND AND ABBREVIATION LIST. THEREFORE, NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE USED ON THIS PROJECT. 2. UNLESS MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK WILL CONFORM TO THE UNLESS MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK WILL CONFORM TO THE CURRENT CITY OF FLAGSTAFF MUNICIPAL CODES AS STATED IN DIVISION 13-09-002. 3. CITY OF FLAGSTAFF MUNICIPAL CODES SHALL TAKE PRECEDENCE OVER ADEQ CRITERIA CITY OF FLAGSTAFF MUNICIPAL CODES SHALL TAKE PRECEDENCE OVER ADEQ CRITERIA SUCH AS IN ENGINEERING BULLETIN NO. 11. 4. EXISTING UNDERGROUND UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. EXISTING UNDERGROUND UTILITIES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS APPROXIMATE AND MAY BE INCOMPLETE. FOR ACCURATE LOCATION, THE CONTRACTOR SHALL CONTACT, PRIOR TO EXCAVATION, THE UTILITIES UNDERGROUND LOCATION CENTER AT: 1-800-782-5348.

PROJECT NOTES:

N D

P R

C T

N O

D B, K B

, K

4, FL

R A

N G

O N

W A

R S

C O

O N

A L

D R

C H

N O

C R

O N

SHEET NO.

E H

A, M

-8

S U

ESTIMATED QUANITIES**

ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS

01000-1 MOBILIZATION (10% OF TOTAL) LUMP SUM 1

01172-1 CONSTRUCTION SURVEY AND STAKING LUMP SUM 1

01500-1 TRAFFIC CONTROL LUMP SUM 1

02221-1 SOIL ERROSION AND POLLUTION CONTROL LUMP SUM 1

02221-2 PAVED STREET SURFACE RESTORATION (A) LINEAL FOOT 600

02221-3 UNPAVED STREET SURFACE RESTORATION (B) LINEAL FOOT 12

02221-4 NATIVE GROUND SURFACE RESTORATION (C) LINEAL FOOT 2750

02221-5 SEED AND FERTILIZE LUMP SUM 1

02221-6 URBAN TRAIL RESTORATION LINEAL FOOT 30

02221-7 CURB AND GUTTER RESTORATION LINEAL FOOT 60

02232-1 CLEARING AND GRUBBING LUMP SUM 1

02730-1 8-INCH SDR 35 PVC SEWER MAIN LINEAL FOOT 1960

02730-2 48-INCH CONCRETE MANHOLE EACH 9

02730-3 CONNECTION TO EXISTING MANHOLE EACH 1

02730-4 DROP SEWER CONNECTION OUTSIDE MANHOLE EACH 1

02730-5 4-INCH SDR 35 PVC SEWER SERVICE LATERAL LINEAL FOOT 1390

02730-6 SEWER SERVICE CLEANOUT (NON-TRAFFIC AREAS) EACH 16

02730-7 SEWER SERVICE CONNECTION EACH 4

02730-8 ABANDON EXISTING SEPTIC TANK EACH 4

02730-9 EXISTING WATER AND GAS MAIN CROSSING EACH 6

60101-1 FLOWABLE FILL CONCRETE CUBIC YARD 30

AutoCAD SHX Text I:\AutoCAD\Template - Civil 3D\Sheet - USFS Plan & Profile - C3D.dwg

AutoCAD SHX Text

1. CONTRACTOR TO AVOID ANY DISTURBANCES TO ARCHEOLOGICAL SITES. ARCHEOLOGIST TO BE ON-SITE DURING ALL TRENCHING ACTIVITIES. CONTRACTOR TO AVOID ANY DISTURBANCES TO ARCHEOLOGICAL SITES. ARCHEOLOGIST TO BE ON-SITE DURING ALL TRENCHING ACTIVITIES. CONTRACTOR MUST STOP WORK IF ARCHEOLOGICAL SITES ARE DISCOVERED DURING ANY TRENCH EXCAVATION. CONTRACTOR TO NOTIFY THE USFS CONTRACTING OFFICER (CO)/CONTRACTING OFFICER REPRESENTATIVE (COR) IMMEDIATELY UPON DISCOVERY. WORK MAY RESUME CONTRACTING OFFICER (CO)/CONTRACTING OFFICER REPRESENTATIVE (COR) IMMEDIATELY UPON DISCOVERY. WORK MAY RESUME (CO)/CONTRACTING OFFICER REPRESENTATIVE (COR) IMMEDIATELY UPON DISCOVERY. WORK MAY RESUME PENDING THE APPROVAL OF THE CO/COR. 2. MATERIALS MAY BE STOCKPILED ON-SITE. A STAGING AND STORAGE AREA CAN BE ESTABLISHED AT THE LOCATION SPECIFIED IN THE MATERIALS MAY BE STOCKPILED ON-SITE. A STAGING AND STORAGE AREA CAN BE ESTABLISHED AT THE LOCATION SPECIFIED IN THE CONTRACT DRAWINGS OR AT A LOCATION APPROVED BY THE CO/COR. 3. ALL PROJECT-GENERATED DEBRIS AND WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF LEGALLY BY THE CONTRACTOR. ALL PROJECT-GENERATED DEBRIS AND WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF LEGALLY BY THE CONTRACTOR. 4. GREEN PLASTIC COVERED NO. 12 AWG TYPE UF 600V TRACER WIRE SHALL BE INSTALLED WITH ALL SEWER PIPE. TRACER WIRE SHALL BE GREEN PLASTIC COVERED NO. 12 AWG TYPE UF 600V TRACER WIRE SHALL BE INSTALLED WITH ALL SEWER PIPE. TRACER WIRE SHALL BE INSTALLED WITH SEWER MAINS AND SEWER SERVICES SUCH THAT IT IS CONTINUOUS. TRACER WIRE SHALL BE WRAPPED AROUND MANHOLES FOR SEWER MAINS. 5. A TRACER WIRE CONNECTION STATION SHALL BE INSTALLED FOR EACH 500-LINEAR FEET OF SEWER MAIN. A FIVE POUND MAGNESIUM A TRACER WIRE CONNECTION STATION SHALL BE INSTALLED FOR EACH 500-LINEAR FEET OF SEWER MAIN. A FIVE POUND MAGNESIUM ANODE SHALL BE INSTALLED EVERY 1,000-LINEAR FEET OF TRACER WIRE AT THE TRACER WIRE CONNECTION STATIONS UNDER THE VALVE BOX. 6. NEW SEWER MAINS TO HAVE MINIMUM 4-FEET BURY DEPTH OR AS SPECIFIED IN THE CONTRACT DRAWINGS. NEW SEWER MAINS TO HAVE MINIMUM 4-FEET BURY DEPTH OR AS SPECIFIED IN THE CONTRACT DRAWINGS. 7. EXISTING SEPTIC TANKS ARE TO BE ABANDONED FOLLOWING THE COMPLETION OF THE NEW SEWER COLLECTION SYSTEM. EXISTING SEPTIC TANKS ARE TO BE ABANDONED FOLLOWING THE COMPLETION OF THE NEW SEWER COLLECTION SYSTEM. 8. EXISTING SEPTIC TANKS ARE TO BE PUMPED AND ABANDONED IN PLACE PER THE ADEQ REQUIREMENTS STATED IN A.A.C. R18-9-A309(D). EXISTING SEPTIC TANKS ARE TO BE PUMPED AND ABANDONED IN PLACE PER THE ADEQ REQUIREMENTS STATED IN A.A.C. R18-9-A309(D). EXISTING SEPTIC SYSTEM PIPING AND CLEANOUTS SHALL BE REMOVED AS NEEDED TO ALLOW FOR INSTALLATION OF THE NEW SEWER SERVICE CONNECTIONS. 9. ALL EQUIPMENT SHALL BE WASHED PRIOR TO ENTERING THE PROJECT SITE TO REMOVE VEGETATION TO AVOID THE SPREAD OF WEEDS. ALL EQUIPMENT SHALL BE WASHED PRIOR TO ENTERING THE PROJECT SITE TO REMOVE VEGETATION TO AVOID THE SPREAD OF WEEDS. 10. STATIONING IS SHOWN ON MANHOLES FOR REFERENCE AND FOR USE WHILE CONSTRUCTION SURVEYING/STAKING. FINAL INSTALLED LOCATION STATIONING IS SHOWN ON MANHOLES FOR REFERENCE AND FOR USE WHILE CONSTRUCTION SURVEYING/STAKING. FINAL INSTALLED LOCATION MAY VARY. 11. EXISTING SEPTIC SYSTEM DEPTHS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SEPTIC SYSTEM DEPTHS AND EXISTING SEPTIC SYSTEM DEPTHS ARE UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING SEPTIC SYSTEM DEPTHS AND CONNECTING NEW SEWER SERVICES, THIS WORK IS INDIRECT TO SEWER MAIN INSTALLATION (ITEM NO. 02730-5). 12. COORDINATE CONSTRUCTION SCHEDULE WITH THE CO/COR. COORDINATE CONSTRUCTION SCHEDULE WITH THE CO/COR. 13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GAS COMPANY DURING THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GAS COMPANY DURING THE PROJECT. 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF FLAGSTAFF DURING THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY OF FLAGSTAFF DURING THE PROJECT. 15. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING DAMAGED LANDSCAPE AREAS THAT MAY RESULT FROM CONSTRUCTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING DAMAGED LANDSCAPE AREAS THAT MAY RESULT FROM CONSTRUCTION OPERATIONS. 16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL POWER COMPANY TO PROTECT ANY OVERHEAD POWER POLES THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL POWER COMPANY TO PROTECT ANY OVERHEAD POWER POLES DURING EXCAVATION. 17. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL PERMITS THAT ARE REQUIRED FOR CONSTRUCTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ALL PERMITS THAT ARE REQUIRED FOR CONSTRUCTION OPERATIONS. FOR ACQUIRING ALL PERMITS THAT ARE REQUIRED FOR CONSTRUCTION OPERATIONS. 18. ALL NEW SEWER MAINS TO BE 8-INCH SDR35 PVC PIPE. ALL NEW SEWER MAINS TO BE 8-INCH SDR35 PVC PIPE. 19. ALL NEW SEWER SERVICES TO BE 4-INCH SDR35 PVC PIPE. ALL NEW SEWER SERVICES TO BE 4-INCH SDR35 PVC PIPE. 20. LOCATION, DEPTH, AND SIZE OF EXISTING BURIED UTILITIES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE. CONTRACTOR SHALL LOCATION, DEPTH, AND SIZE OF EXISTING BURIED UTILITIES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF BURIED UTILITIES FOR THE NEW INSTALLATIONS AND CONNECTIONS. VERIFY BURIED UTILITY LOCATIONS WITH THE OWNER PRIOR TO COMMENCING EXCAVATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR ALL UTILITIES IF DAMAGED DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE. 21. MAINTAIN MINIMUM OF 2-FEET VERTICAL SEPARATION AND 6-FEET HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER MAINS OR MAINTAIN MINIMUM OF 2-FEET VERTICAL SEPARATION AND 6-FEET HORIZONTAL SEPARATION BETWEEN ALL WATER AND SEWER MAINS OR PROVIDE ADEQUATE PROTECTION AS SPECIFIED IN THE CONTRACT DRAWINGS. 22. AERIAL IMAGES PROVIDED ARE 2023 NAIP AERIAL WITH 96 DPI RESOLUTION. AERIAL IMAGES PROVIDED ARE 2023 NAIP AERIAL WITH 96 DPI RESOLUTION.

AutoCAD SHX Text ** INFORMATIONAL ONLY - NOT TO BE USED FOR BIDDING PURPOSES - REFER TO BID SCHEDULEINFORMATIONAL ONLY - NOT TO BE USED FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

AutoCAD SHX Text

76515 AMY DEITCHLER

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text s

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text P

AutoCAD SHX Text r

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text e

AutoCAD SHX Text s

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text l

AutoCAD SHX Text E

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text i

AutoCAD SHX Text v

AutoCAD SHX Text i

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text g

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text d

G C

PPPP

G G

GGG

G G G G G

FOFO

OHP

O H

P O

W S

FOFO

OHP

UGP

S SS S

COCO

UGPFO

U G

UGP

W W

G G

FO FO

W W W

GWS

SSSS

SS SS SS

CO CO

OF 11

A N

D C

O N

L D

D B, K B

, K

4, N O R T H

OVERALL SITE PLAN AND CONTROL DIAGRAM

R A

N G

O N

W A

R S

C O

O N

A L

D R

C H

N O

C R

O N

SHEET NO.

E H

A, M

-8

S U

CONTROL POINT

COORDINATE TABLE

CONTROL PT NORTHING EASTING ELEVATION DESCRIPTION

GWE CP1 1538526.30 799545.78 6900.58 REBAR W/ RPC

GWE CP2 1538743.09 799542.30 6912.88 REBAR W/ RPC

GWE CP3 1538748.64 799707.04 6908.79 REBAR W/ RPC

GWE CP4 1538412.82 799813.57 6886.44 REBAR W/ RPC

GWE CP5 1538555.06 800361.58 6876.91 REBAR W/ RPC

GWE CP6 1537796.36 799959.90 6863.20 REBAR W/ RPC

GWE CP7 1537521.25 799790.97 6858.10 REBAR W/ RPC

GWE CP8 1539304.88 800384.92 6909.21 REBAR W/ RPC

GWE CP9 1539362.84 800311.59 6915.95 REBAR W/ RPC

GWE CP10 1539223.07 800276.67 6912.39 REBAR W/ RPC

GWE CP11 1538895.57 800292.08 6893.62 REBAR W/ RPC

GWE CP12 1538174.23 800088.55 6870.55 REBAR W/ RPC

GWE CP99 1538548.55 800066.35 6886.45 REBAR W/ RPC

SURVEY NOTES:

GEOTECHNICAL NOTES:

GENERAL NOTES:

LEGEND

MARKETPLACE DR

S H

E E

AutoCAD SHX Text I:\AutoCAD\Template - Civil 3D\Sheet - Plan & Profile - C3D.dwt

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

76515 AMY DEITCHLER

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text s

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text P

AutoCAD SHX Text r

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text e

AutoCAD SHX Text s

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text l

AutoCAD SHX Text E

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text i

AutoCAD SHX Text v

AutoCAD SHX Text i

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text g

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text 8-14-2024

AutoCAD SHX Text

1. RPC=RED PLASTIC CAP RPC=RED PLASTIC CAP 2. GWE CP99 WAS USED AS BASE STATION FOR SURVEY GRADE GPS. IT IS A RPC LOCATED APPROX. 100 FEET GWE CP99 WAS USED AS BASE STATION FOR SURVEY GRADE GPS. IT IS A RPC LOCATED APPROX. 100 FEET SOUTHEAST OF THE WAREHOUSE BUILDING IN THE FLAGSTAFF RANGER STATION. 3. HORIZONTAL CONTROL AND VERTICAL COORDINATES WERE ESTABLISHED USING ARIZONA STATE PLANE HORIZONTAL CONTROL AND VERTICAL COORDINATES WERE ESTABLISHED USING ARIZONA STATE PLANE COORDINATES BROUGHT TO GROUND (INTERNATIONAL FEET), UTILIZING SURVEY GRADE GPS RECEIVERS AND OPUS STATIC SOLUTION. 4. TOPOGRAPHIC INFORMATION WAS COLLECTED BY LIDAR DRONE FLIGHTS AND SURVEY GRADE GPS RECEIVERS. TOPOGRAPHIC INFORMATION WAS COLLECTED BY LIDAR DRONE FLIGHTS AND SURVEY GRADE GPS RECEIVERS. 5. GPS AND LIDAR SURVEYING COMPLETED DECEMBER 2023. TOPOGRAPHIC INFORMATION UTILITY LOCATIONS ARE GPS AND LIDAR SURVEYING COMPLETED DECEMBER 2023. TOPOGRAPHIC INFORMATION UTILITY LOCATIONS ARE SUBJECT TO CHANGE SINCE SURVEY WAS COMPLETED. 1. BORE HOLES ARE SHOWN AS BH-1 THROUGH BH-5. BORE HOLES ARE LOCATED ALONG FOREST SERVICE BORE HOLES ARE SHOWN AS BH-1 THROUGH BH-5. BORE HOLES ARE LOCATED ALONG FOREST SERVICE ROAD 989C. SEE THE GEOTECHNICAL REPORT FOR INFORMATION REGARDING BORE HOLES COMPLETED FOR THIS PROJECT. 1. CONTRACTOR TO COORDINATE WITH THE U.S. FOREST SERVICE TO STORE MATERIALS ONSITE. CONTRACTOR IS CONTRACTOR TO COORDINATE WITH THE U.S. FOREST SERVICE TO STORE MATERIALS ONSITE. CONTRACTOR IS RESPONSIBLE FOR STORING MATERIALS IN THE PROPOSED STAGING AREA SHOWN IN THE CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE CONDITION OF MATERIALS STORED ONSITE. CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF EXCESS SPOILS AND FOR AVOIDING ARCHEOLOGICAL SITES. OTHER LOCATIONS FOR STORING MATERIALS ONSITE WILL REQUIRE PRIOR APPROVAL FROM THE CO/COR AND CO/COR AND AND ARCHEOLOGIST. 2. PROPOSED MOUNT ELDEN TRAILHEAD EXPANSION PROJECT NOT INCLUDED IN THIS WASTEWATER SYSTEM PROPOSED MOUNT ELDEN TRAILHEAD EXPANSION PROJECT NOT INCLUDED IN THIS WASTEWATER SYSTEM IMPROVEMENTS AND IS SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR TO COORDINATE WITH THE U.S. FOREST SERVICE TO AVOID MOUNT ELDEN TRAILHEAD EXPANSION AREA. 3. CONTRACTOR TO MAINTAIN ACCESS TO MARKET PLACE DRIVE, RANGER STATION, AND OTHER BUSINESSES.CONTRACTOR TO MAINTAIN ACCESS TO MARKET PLACE DRIVE, RANGER STATION, AND OTHER BUSINESSES.

AutoCAD SHX Text

SURVEY CONTROL POINT

AutoCAD SHX Text

GWE CP10

AutoCAD SHX Text

FOUND SURVEY MONUMENT

AutoCAD SHX Text

MONUMENT

AutoCAD SHX Text

GWE CP99

AutoCAD SHX Text

GWE CP11

AutoCAD SHX Text

GWE CP12

AutoCAD SHX Text

GWE CP8

AutoCAD SHX Text

GWE CP9

AutoCAD SHX Text

GWE CP1

AutoCAD SHX Text

GWE CP3

AutoCAD SHX Text

GWE CP4

AutoCAD SHX Text

GWE CP6

AutoCAD SHX Text

GWE CP5

AutoCAD SHX Text

GWE CP2

AutoCAD SHX Text

GWE CP10

AutoCAD SHX Text

GWE CP7

AutoCAD SHX Text

BH-1

AutoCAD SHX Text

BH-2

AutoCAD SHX Text

BH-3

AutoCAD SHX Text

BH-4

AutoCAD SHX Text

BH-5

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W

AutoCAD SHX Text

EXISTING 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

NEW 48" CONCRETE MANHOLE

AutoCAD SHX Text

EXISTING 8" PVC SEWER MAIN

AutoCAD SHX Text

NEW 8" SDR 35 PVC SEWER MAIN

AutoCAD SHX Text

NEW SEWER SERVICE, SEE SHEET 77

AutoCAD SHX Text

NEW SEWER SERVICE, SEE SHEET 77

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W

AutoCAD SHX Text

DEL TACO (4705 N HIGHWAY 89)

AutoCAD SHX Text

NEW SEWER SERVICE, SEE SHEET 77

AutoCAD SHX Text

NEW 8" SDR 35 PVC SEWER MAIN

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W

AutoCAD SHX Text

NORTH 89 TRAIL

AutoCAD SHX Text

FLAGSTAFF RANGER STATION SIGN

NEW 48" CONCRETE MANHOLE

W S

PROFILE VIEW OF SEWER MAIN - STA. 0+00 TO STA. 10+50

TT P

G G

FO FO

UGP

U G

P U

P UGP

UGP

W W W

W W

WS W

WWW

S S

D B, K B

, K

4, N O

PLAN VIEW OF SEWER MAIN - STA. 0+00 TO STA. 10+50

D R

C H

N O

C R

O N

SHEET NO.

E H

A, M

-8

S U

US HIGHWAY 89

M A

R K

ETPLA

E D R

ATC

LIN

E - STA.

SEE SH

EET

10+50

OF 11

. 1 0+

R A

N G

O N

W A

R S

C O

O N

A L

ATC

LIN

E - STA.

SEE SH

EET

10+50

GENERAL NOTES:

FS 989C

RESEARCH CTR DR

AutoCAD SHX Text Y:\Shared\Helena Projects\1-22139-DHOC–USFS R3 CNF-KNF Water and Sewer Improvements\Coconino NF - Flagstaff RD Wastewater Improvements\CADD 1-22139\Sheets\1-22139-P&P STA 0+00 TO STA 11+00.dwg

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

76515 AMY DEITCHLER

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text s

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text P

AutoCAD SHX Text r

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text e

AutoCAD SHX Text s

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text l

AutoCAD SHX Text E

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text i

AutoCAD SHX Text v

AutoCAD SHX Text i

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text g

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text 8-14-2024

AutoCAD SHX Text

HIGH PRESSURE GAS MAIN CROSSINGS (3). SEE NOTE #4.

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W

AutoCAD SHX Text

EXISTING WATER MAIN CROSSING. SEE NOTE #2.

AutoCAD SHX Text

1. UTILITY INFORMATION SHOWN ON THE DRAWINGS IS UTILITY INFORMATION SHOWN ON THE DRAWINGS IS APPROXIMATE AND MAY BE INCOMPLETE. FOR ACCURATE LOCATION, THE CONTRACTOR SHALL CONTACT, PRIOR TO EXCAVATION, THE UTILITIES UNDERGROUND LOCATION CENTER: UNDERGROUND LOCATION CENTER1-800-782-5348 2. VERIFY DEPTH AND LOCATION OF WATER MAIN VERIFY DEPTH AND LOCATION OF WATER MAIN CROSSINGS PRIOR TO INSTALLING NEW SEWER MAIN. PROVIDE 6' MINIMUM HORIZONTAL SEPARATION AND 2' MINIMUM VERTICAL SEPARATION OR PROVIDE ADEQUATE PROTECTION PER SHEET 9. 9. . 3. INDIVIDUAL SEWER SERVICE LINE DEPTH ARE NOT INDIVIDUAL SEWER SERVICE LINE DEPTH ARE NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SERVICE DEPTHS AND RECONNECTING SEWER SERVICES, INCIDENTAL TO WATER MAIN INSTALLATION. 4. MINIMUM COVER 4' AS REQUESTED BY CITY OF MINIMUM COVER 4' AS REQUESTED BY CITY OF FLAGSTAFF. COVER CAN BE 3'-3.5' FOR SECTIONS ABOVE HIGH PRESSURE GAS LINES IN ORDER TO MAINTAIN 2' VERTICAL SEPARATION. 5. SEWER ALIGNMENT DRAWN TO ACCOMMODATE 6' SEWER ALIGNMENT DRAWN TO ACCOMMODATE 6' HORIZONTAL SEPARATION. MUST MAINTAIN THIS HORIZONTAL SEPARATION PER CITY OF FLAGSTAFF AND ADEQ. 6. MANHOLE NEEDED AT LEAST EVERY 400' PER MANHOLE NEEDED AT LEAST EVERY 400' PER ENGINEERING BULLETIN NO. 11. 7. TRACER WIRE TO BE FASTENED ON TOP OF THE TRACER WIRE TO BE FASTENED ON TOP OF THE NEW SEWER MAIN BY 10MIL PVC TAPE PER TRENCH DETAIL 09-01-030 SHOWN ON SHEET 10. 10. . 8. TRACER WIRE CONNECTION STATIONS SHALL BE TRACER WIRE CONNECTION STATIONS SHALL BE INSTALLED PER DETAILS 09-01-020 AND PER DETAILS 09-01-020 AND 09-03-062 FOR EACH 500-LINEAR FEET OF FOR EACH 500-LINEAR FEET OF SEWER MAIN. A FIVE POUND MAGNESIUM ANODE SHALL BE INSTALLED EVERY 1,000-LINEAR FEET OF TRACER WIRE AT THE TRACER WIRE CONNECTION STATIONS UNDER THE VALVE BOX. SEE SHEET 10. SEE SHEET 10. 10. . 9. CONTRACTOR TO AVOID ANY DISTURBANCES TO CONTRACTOR TO AVOID ANY DISTURBANCES TO ARCHEOLOGICAL SITES. ARCHEOLOGIST TO BE ON-SITE DURING ALL TRENCHING ACTIVITIES. CONTRACTOR MUST STOP WORK IF ARCHEOLOGICAL SITES ARE DISCOVERED DURING ANY TRENCH EXCAVATION. CONTRACTOR TO NOTIFY THE CO/COR IMMEDIATELY UPON DISCOVERY. WORK MAY RESUME PENDING THE APPROVAL OF THE CO/COR. 10. CONTRACTOR TO MAINTAIN ACCESS TO MARKET CONTRACTOR TO MAINTAIN ACCESS TO MARKET PLACE DRIVE, RANGER STATION, AND OTHER BUSINESSES.

AutoCAD SHX Text

CONNECT TO EXISTING SEWER MANHOLE. SEE DETAIL

AutoCAD SHX Text

GWE CP6

AutoCAD SHX Text

GWE CP7

AutoCAD SHX Text

BH-5

AutoCAD SHX Text

BH-4

AutoCAD SHX Text

TO FLAGSTAFF RANGER STATION

AutoCAD SHX Text

ARCHEOLOGICAL SITE

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W MONUMENT

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W MONUMENT

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W

AutoCAD SHX Text

FLAGSTAFF RANGER STATION SIGN

AutoCAD SHX Text

NORTH 89 TRAIL

AutoCAD SHX Text

EXISTING WATER MAIN CROSSING.

AutoCAD SHX Text

EXISTING WATER MAIN AND WATER SERVICE CROSSINGS. SEE NOTE #2.

AutoCAD SHX Text

EXISTING WATER MAIN CROSSING. SEE NOTE #2.

AutoCAD SHX Text

EXISTING WATER MAIN AND WATER SERVICE CROSSINGS. SEE NOTE #2.

AutoCAD SHX Text

6" GAS LINE CROSSING.

AutoCAD SHX Text

EXISTING BURIED POWERLINE CROSSING.

AutoCAD SHX Text

EXISTING BURIED POWERLINE CROSSING.

AutoCAD SHX Text

DROP SEWER CONNECTION. SEE DETAIL

AutoCAD SHX Text

TRACER WIRE CONNECTION STATION. SEE NOTE #8.

AutoCAD SHX Text

EXISTING WATER MAIN CROSSING. SEE NOTE #2.

AutoCAD SHX Text

24" CMP CULVERT CROSSING.

AutoCAD SHX Text

24" CMP CULVERT CROSSING.

AutoCAD SHX Text

EXISTING 8" SEWER MAIN

AutoCAD SHX Text

STA. 8+49.76 HP GAS LINE #1200 34" T.O.P ELEV. 6854.1

AutoCAD SHX Text

STA. 9+93.61 HP GAS LINE #1204 34" T.O.P ELEV. 6853.8

AutoCAD SHX Text

STA. 10+34.62 HP GAS LINE #1208 30" T.O.P ELEV. 6855.4

AutoCAD SHX Text

TRACER WIRE CONNECTION STATION. SEE NOTE #8.

PROFILE VIEW OF SEWER MAIN - STA. 10+50 TO STA. 20+00

GGGGGGGGGG

UGPUGPUGP

UGP UGP UGP UGP UGP

WWWWWWW

UGP

U G

G G

G G G G

G G

FO FO FO FO

FO FO

FO FO FO FO FO

G G

SS SS

SS S S S S S S S S

S S

OF 11

O S

. 2

D B, K B

, K

4, NO

PLAN VIEW OF SEWER MAIN - STA. 10+50 TO STA. 20+00

R A

N G

O N

W A

R S

C O

O N

A L

D R

C H

N O

C R

O N

SHEET NO.

E H

A, M

-8

S U

US HIGHWAY 89

C H

- S

N E

- S

GENERAL NOTES:

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

76515 AMY DEITCHLER

AutoCAD SHX Text R

AutoCAD SHX Text e

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text s

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text P

AutoCAD SHX Text r

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text e

AutoCAD SHX Text s

AutoCAD SHX Text i

AutoCAD SHX Text o

AutoCAD SHX Text n

AutoCAD SHX Text a

AutoCAD SHX Text l

AutoCAD SHX Text E

AutoCAD SHX Text n

AutoCAD SHX Text g

AutoCAD SHX Text i

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text r

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text i

AutoCAD SHX Text v

AutoCAD SHX Text i

AutoCAD SHX Text l

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text Z

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text a

AutoCAD SHX Text t

AutoCAD SHX Text e

AutoCAD SHX Text S

AutoCAD SHX Text i

AutoCAD SHX Text g

AutoCAD SHX Text n

AutoCAD SHX Text e

AutoCAD SHX Text d

AutoCAD SHX Text 8-14-2024

AutoCAD SHX Text

CITY OF FLAGSTAFF R/W

AutoCAD SHX Text

NEW SEWER SERVICE, SEE SHEET 77

AutoCAD SHX Text

NEW SEWER SERVICE, SEE SHEET 77

AutoCAD SHX Text

1. UTILITY INFORMATION SHOWN ON THE DRAWINGS IS UTILITY INFORMATION SHOWN ON THE DRAWINGS IS APPROXIMATE AND MAY BE INCOMPLETE. FOR ACCURATE LOCATION, THE CONTRACTOR SHALL CONTACT, PRIOR TO EXCAVATION, THE UTILITIES UNDERGROUND LOCATION CENTER: UNDERGROUND LOCATION CENTER1-800-782-5348 2. VERIFY DEPTH AND LOCATION OF WATER MAIN VERIFY DEPTH AND LOCATION OF WATER MAIN CROSSINGS PRIOR TO INSTALLING NEW SEWER MAIN. PROVIDE 6' MINIMUM HORIZONTAL SEPARATION AND 2' MINIMUM VERTICAL SEPARATION. 3. INDIVIDUAL SEWER SERVICE LINE DEPTH ARE NOT INDIVIDUAL SEWER SERVICE LINE DEPTH ARE NOT SHOWN. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SERVICE DEPTHS AND RECONNECTING SEWER SERVICES, INCIDENTAL TO WATER MAIN INSTALLATION. 4. MINIMUM COVER 4' AS REQUESTED BY CITY OF MINIMUM COVER 4' AS REQUESTED BY CITY OF FLAGSTAFF. COVER CAN BE 3'-3.5' FOR SECTIONS ABOVE HIGH PRESSURE GAS LINES IN ORDER TO MAINTAIN 2' VERTICAL SEPARATION. 5. SEWER ALIGNMENT DRAWN TO ACCOMMODATE 6' SEWER ALIGNMENT DRAWN TO ACCOMMODATE 6' HORIZONTAL SEPARATION. MUST MAINTAIN THIS HORIZONTAL SEPARATION PER CITY OF FLAGSTAFF AND ADEQ. 6. MANHOLE NEEDED AT LEAST EVERY 400' PER MANHOLE NEEDED AT LEAST EVERY 400' PER ENGINEERING BULLETIN NO. 11. 7. TRACER WIRE TO BE FASTENED ON TOP OF THE TRACER WIRE TO BE FASTENED ON TOP OF THE NEW SEWER MAIN BY 10MIL PVC TAPE PER TRENCH DETAIL 09-01-030 SHOWN ON SHEET 10. 10. . 8. TRACER WIRE CONNECTION STATIONS SHALL BE TRACER WIRE CONNECTION STATIONS SHALL BE INSTALLED PER DETAILS 09-01-020 AND PER DETAILS 09-01-020 AND 09-03-062 FOR EACH 500-LINEAR FEET OF FOR EACH 500-LINEAR FEET OF SEWER MAIN. A FIVE POUND MAGNESIUM ANODE SHALL BE INSTALLED EVERY 1,000-LINEAR FEET OF TRACER WIRE AT THE TRACER WIRE CONNECTION STATIONS UNDER THE VALVE BOX. SEE SHEET 10. SEE SHEET 10. 10. . 9. CONTRACTOR TO AVOID ANY DISTURBANCES TO CONTRACTOR TO AVOID ANY DISTURBANCES TO ARCHEOLOGICAL SITES. ARCHEOLOGIST TO BE ON-SITE DURING ALL TRENCHING ACTIVITIES. CONTRACTOR MUST STOP WORK IF ARCHEOLOGICAL SITES ARE DISCOVERED DURING ANY TRENCH EXCAVATION. CONTRACTOR TO NOTIFY THE CO/COR IMMEDIATELY UPON DISCOVERY. WORK MAY RESUME PENDING THE APPROVAL OF THE CO/COR. 10. PROPOSED MOUNT ELDEN TRAILHEAD EXPANSION PROPOSED MOUNT ELDEN TRAILHEAD EXPANSION PROJECT NOT INCLUDED IN THIS WASTEWATER SYSTEM IMPROVEMENTS AND IS SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR TO COORDINATE WITH THE U.S. FOREST SERVICE TO AVOID MOUNT ELDEN TRAILHEAD EXPANSION AREA.

AutoCAD SHX Text

NEW SEWER SERVICE, SEE SHEET 77

AutoCAD SHX Text

ARCHEOLOGICAL SITE

AutoCAD SHX Text

FLAGSTAFF RANGER DISTRICT OFFICE

AutoCAD SHX Text

GWE CP5

AutoCAD SHX Text

ARCHEOLOGICAL SITE

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

NORTH 89 TRAIL

AutoCAD SHX Text

EXISTING FIBER OPTIC CROSSING

AutoCAD SHX Text

EXISTING FIBER OPTIC CROSSING

AutoCAD SHX Text

EXISTING BURIED POWERLINE CROSSING

AutoCAD SHX Text

STA. 13+69.92 NEW SEWER SERVICE

AutoCAD SHX Text

STA. 16+40.98 NEW SEWER SERVICE

AutoCAD SHX Text

STA. 19+44.79 NEW SEWER SERVICE

AutoCAD SHX Text

EXISTING FIBER OPTIC CROSSING

AutoCAD SHX Text

EXISTING FIBER OPTIC CROSSING

AutoCAD SHX Text

EXISTING BURIED POWERLINE CROSSING

AutoCAD SHX Text

EXISTING 6" GAS LINE CROSSING

AutoCAD SHX Text

EXISTING 6" GAS LINE CROSSING

AutoCAD SHX Text

EXISTING BURIED POWERLINE CROSSING

AutoCAD SHX Text

EXISTING BURIED POWERLINE CROSSING

AutoCAD SHX Text

TRACER WIRE CONNECTION STATION, SEE NOTE #8

AutoCAD SHX Text

TRACER WIRE CONNECTION STATION, SEE NOTE #8

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 Aug 5, 2026.