A1_AttachmentB_NFSR374_ConstructionDrawings_240822a.pdf

FOREST LOCATION MAP

PROJECT MAP

NFSR 374

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

NFSR 374

FROM THE BRADSHAW RANGER DISTRICT, HEAD WEST ON W. AUBREY STREET TOWARD S.

MONTEZUMA STREET FOR 400 FEET. TURN RIGHT ONTO MONTEZUMA STREET AND CONTINUE 1.4

MILES. MONTEZUMA STREET THEN TURNS TO WHIPPLE STREET FOR 0.7 MILES, THEN CHANGES TO

IRON SPRINGS ROAD. STAY ON IRON SPRINGS ROAD FOR 2.3 MILES, THEN TURN RIGHT ONTO

GRANITE BASIN ROAD (NFSR 374). THE PROJECT BEGINS AT PLAYA PICNIC SITE, APPROXIMATELY 3.6

MILES DOWN FROM THE IRON SPRINGS ROAD AND GRANITE BASIN ROAD INTERSECTION.

IMPROVEMENTS

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

R3 TRANSPORTATION PROGRAM MANAGER DATE

FOREST SUPERVISOR DATE

6/5 /24

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G; ARIZONA

YAVAPAI COUNTY

R03 SOUTHWESTERN REGION

PRESCOTT NATIONAL FOREST

BRADSHAW RANGER DISTRICT

INDEX OF SHEETS

SHE

ET SHEET TITLE DATE

G-01 COVER SHEET 07/01/24

G-02 ABBREVIATIONS AND SYMBOLOGY 07/01/24

G-03 GENERAL NOTES 07/16/24

G-04 SCHEDULE OF ITEMS / ESTIMATED QUANTITIES 08/22/24

C-01 PROJECT VICINITY MAP 07/01/24

C-02 PLAYA DAY USE SITE PLAN AND STRIPING 07/01/24

C-03 WEKUVDE PICNIC SITE PLAN AND STRIPING 07/01/24

C-04 FEE LANE SITE AND SIGN PLAN 07/01/24

C-05 FEE LANE GRADING AND DRAINAGE PLAN 07/01/24

C-06 FEE LANE GRADING AND DRAINAGE PLAN 07/01/24

C-07 FEE LANE POINT TABLE 07/01/24

C-08 FEE LANE ALIGNMENT AND PROFILE 07/01/24

C-09 FEE LANE PROFILE STA. 0+25 TO 1+00 07/01/24

C-10 FEE LANE PROFILE STA. 1+25 TO 2+00 07/01/24

C-11 *OPTION ITEM* DRAINAGE CROSSING #1 07/01/24

C-12 *OPTION ITEM* DRAINAGE CROSSING #2 07/01/24

C-13 PLAYA AND WEKUVDE SITE PICTURES 07/01/24

C-14 DRAINAGE CROSSING PICTURES 07/01/24

C-15 SIGN SCHEDULE AND GENERAL NOTES 07/01/24

C-16 TREE PROTECTION AND CURB (REPAIR)

DETAILS 07/01/24

C-17 ROAD AND TRAFFIC MARKING DETAILS 07/01/24

C-18 FEE LANE DETAILS 07/01/24

C-19 SQUARE SIGN POST AND BOLLARD DETAILS 07/01/24

C-20 U-CHANNEL SIGN POST DETAILS 07/01/24

C-21 CULVERT DETAILS 07/01/24

C-22 JERSEY BARRIER AND CROSSING DETAILS 07/01/24

C-23 FEE MACHINE 07/01/24

C-24 FEE MACHINE - CONCRETE PAD 07/01/24

C-25 FEE MACHINE - INSTALLATION 07/01/24

C-26 FEE MACHINE - ANCHOR BOLT TEMPLATE 07/01/24

BRADSHAW RANGER

DISTRICT OFFICE

08/22/2024

RYAN NICHOLSON Digitally signed by RYAN NICHOLSON Date: 2024.06.07 12:22:10 -07'00'

JOHN KAVA Digitally signed by JOHN KAVA Date: 2024.06.07 15:02:50 -07'00'

MARJORIE APODACA Digitally signed by MARJORIE APODACA Date: 2024.06.10 10:52:30 -06'00'

Andrew Shriver (FOR) Digitally signed by Andrew Shriver (FOR) Date: 2024.06.21 10:37:04 -07'00'

MARIA MCGAHA Digitally signed by MARIA MCGAHA Date: 2024.06.21 18:05:48 -06'00'

6/7/24

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/4 /24

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R03

SOUTHWESTERN

NFSR 374

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

BRADSHAW RANGER DISTRICT

ABBREVIATIONS AND

SYMBOLOGY

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

G-02 002 030

SHEET NAMING CONVENTION GENERAL SYMBOLOGY GENERAL SYMBOLOGY LINE SYMBOLOGY

A-01

DISCIPLINE

G - GENERAL

V - SURVEY / MAPPING

X - DEMOLITION

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

F - FIRE PROTECTION

P - PLUMBING

M - MECHANICAL (HVAC)

E - ELECTRICAL

T - TELECOMMUNICATIONS

Z - CONTRACTOR /

SHOP DRAWINGS

SHEET NUMBER

WITHIN SERIES

X

XXX

X

XXX

ARROW INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

SHEET WHERE

SECTION IS LOCATED

FULL BUILDING SECTION CUT MARKER

X

XXX

SECTION LETTER

FLAG INDICATES

DIRECTION OF

SECTION CUT

SHEET WHERE

SECTION IS LOCATED

SECTION CUT MARKER

X

XXX

SECTION LETTER

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SECTION TITLE

SECTION

3/8" = 1'-0"

XXX

FOR REFERENCING DETAILS INCLUDED IN THE DRAWING SET

SHEET WHERE

DETAIL IS LOCATED *

DETAIL MARKER

DETAIL

NUMBER

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME

DETAIL MARKER

XXXXX

XXX

FOR REFERENCING DETAILS INCLUDED IN THE DRAWING SET

SHEET NUMBER WHERE

DETAIL IS LOCATED *

DETAIL TITLE

DETAIL

3/8" = 1'-0"

DETAIL

NUMBER

* 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.

SINGLE ELEVATION OR PHOTO MARKER

X

XXX

INTERIOR

XXX

X

EXTERIOR

ARROW INDICATES

POINT OF VIEW

SHEET WHERE

ELEVATION IS

LOCATED *

ELEVATION NUMBER

X

XXX

X

X

X X

MULTIPLE ELEVATION OR PHOTO MARKER

SHEET WHERE

ELEVATION IS

LOCATED *

ELEVATION NUMBER

ARROW INDICATES POINT

VIEW OF ELEVATION

XXX

X ELEVATION

3/8" = 1'-0"

ELEVATION IDENTIFICATION

NUMBER

SHEET WHERE POINT OF

VIEW MARKER IS LOCATED

ELEVATION TITLE

TARGET ELEVATION

# KEY NOTE

DESIGNATION

CONSTRUCTION LIMITS

CENTERLINE / COLUMN GRID

EXISTING FENCE / BARRIER

PROPOSED FENCE / BARRIER

CONTROL POINT

SHOULDER LIMIT

EXISTING - MAJOR CONTOUR

EXISTING - MINOR CONTOUR

DESIGN - MAJOR CONTOUR

DESIGN - MINOR CONTOUR

GENERAL

CL = CENTERLINE

CO = CONTRACTING OFFICER

GF = GOVERNMENT FURNISHED

NTS = NOT TO SCALE

TYP = TYPICAL

AGENCIES

ADOT= ARIZONA DEPARTMENT OF

TRANSPORTATION

FHA = FEDERAL HIGHWAY ADMINISTRATION

MAG = MARICOPA ASSOCIATION OF

GOVERNMENTS

USFS = U.S. FOREST SERVICE

POINTS

PC = POINT OF CURVE

POC = POINT ON CURVE

PRC = POINT OF REVERSE CURVATURE

PT = POINT OF TANGENCY

GRADING & DRAINAGE

ABC = AGGREGATE BASE COURSE

CONC= TOP OF CONCRETE

FL = FLOW LINE

FDR = FULL DEPTH RECLAMATION (PAVEMENT)

FDP = FULL DEPTH PATCH (PAVEMENT)

GB = GRADE BREAK

NG = NATURAL GROUND / GRADE

PAVE = TOP OF PAVEMENT

RP = RADIUS POINT

S/W = TOP OF SIDEWALK

TOP = TOP OF BANK / BERM

TOE = TOE OF DITCH

T/C = TOP OF CURB

T/T = TOP OF TRAIL

COMMON ABBREVIATIONS

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/1 5/2

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R03

SOUTHWESTERN

NFSR 374

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

BRADSHAW RANGER DISTRICT

GENERAL NOTES

07/16/2024

R. POLANCO

R. POLANCO

T. WEBER

G-03 003 030

G1. DEFINITIONS

THE "CONTRACTING OFFICER" AS REFERENCED HERIN

REFERS TO THE GOVERNMENT CONTRACTING OFFICER

OVERSEEING THE CONTRACT. THE "CONTRACTOR" AS

REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON

PERFORMING THE INSTRUCTED WORK.

G2. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD DETAILS ARE

GENERAL AND APPLY TO THE ENTIRE PROJECT WHETHER

SPECIFICALLY CALLED OUT OR NOT, EXCEPT WHERE THERE

ARE SPECIFIC INDICATIONS TO THE CONTRARY ON THE

DRAWING SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE

SUBMITTED TO THE CONTRACTING OFFICER AND ANSWERED

IN WRITING PRIOR TO CONSTRUCTION.

G3. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE

USED ON THIS PROJECT. IF CONDITIONS ARE NOT EXPLICITLY

SHOWN ON THE DRAWINGS, THEY SHALL BE MADE SIMILAR

TO THE STANDARD DETAILS.

G4. APPLICABLE SPECIFICATIONS AND CODES

CONSTRUCTION SHALL BE PER THE LATEST VERSION OF THE

APPLICABLE ENERGY, ELECTRICAL, PLUMBING, MECHANICAL,

AND BUILDING CODES, OR THE CONSTRUCTION PLANS,

WHICHEVER IS MORE STRINGENT.

G5. ANY CHANGES TO THE DESIGN AS SHOWN MUST BE

REVIEWED AND APPROVED BY THE CONTRACTING OFFICER

BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES

REQUESTED BY THE CONTRACTOR AND SUBCONTRACTORS.

G6. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE

BLUE STAKE TO MARK AND IDENTIFY UNDERGROUND

UTILITIES PRIOR TO EXCAVATION.

G7. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION

AS REQUIRED TO COORDINATE NEW CONSTRUCTION.

SUBMIT REQUIRED CHANGES FOR APPROVAL.

G8. CONTRACTORS WORKING WITHIN THE PROJECT

BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL

JURISDICTIONAL SAFETY LAWS AND REGULATIONS.

G9. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY

PERMITS AND ASSOCIATED FEES, AS REQUIRED, TO PERFORM

THE WORK.

G10: CONTRACTOR EQUIPMENT

EQUIPMENT SHALL BE OF THE APPROPRIATE SIZE, TYPE, AND

MODEL, AND IN GOOD WORKING CONDITION, SUITABLE FOR

THE WORK REQUIRED. OPERATORS SHALL BE COMPETENT,

EXPERIENCED, AND CERTIFIED IN THE OPERATION OF

EQUIPMENT. EQUIPMENT SHALL HAVE SAFETY SIGNING AND

APPURTENANCES REQUIRED BY OSHA, SUCH AS ROLLOVER

PROTECTION (ROPS), FIRE SUPPRESSION DEVICES, LIGHTS,

AND SLOW-MOVING VEHICLE SIGNS. GRADING EQUIPMENT

MUST BY CAPABLE OF CUTTING, CROWNING, AND SHAPING

MATERIAL TO PERFORM THE TASKS OUTLINED IN THE

PROJECT. EQUIPMENT SHALL BE MADE AVAILABLE FOR

INSPECTION PRIOR TO NOTICE TO PROCEED. IF, AT ANY TIME

DURING THE CONTRACT, THE EQUIPMENT IS DEEMED

UNSATISFACTORY OR UNSAFE, THE CONTRACTING OFFICER

MAY REQUIRE REMOVAL AND REPLACEMENT AT NO

EXPENSE TO THE GOVERNMENT. ANY MOVEMENT OR

TRANSPORTATION OF EQUIPMENT TO OR FROM WORK

AREAS TO REPAIR OR REPLACE EQUIPMENT, OR FOR THE

CONTRACTOR'S CONVENIENCE, SHALL BE AT THE

CONTRACTOR'S EXPENSE.

PRIOR TO ENTERING FOREST LANDS, ENSURE EQUIPMENT IS

WASHED, CLEANED, AND INSPECTED FOR NOXIOUS WEEDS,

SOIL, VEGETATIVE MATTER, AND OTHER DEBRIS.

PARTICULARLY THE EQUIPMENT UNDERCARRIAGE.

G11. ARCHEOLOGICAL DISCOVERY

IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE

ARCHEOLOGICAL RESOURCES, STOP WORK IN THE

IMMEDIATE VICINITY AND CONTACT THE CONTRACTING

OFFICER. SECURE THE AREA AND RELOCATE WORK TO

ANOTHER AREA OF THE PROJECT.

G12. PRESERVATION OF NATURAL FEATURES

A. PREVENT DAMAGE TO NATURAL SURROUNDINGS.

RESTORE DAMAGED AREAS, REPAIRING OR REPLACING

DAMAGED TREES AND PLANTS, AT NO COST TO THE

GOVERNMENT.

B. DO NOT REMOVE, INJURE, OR DESTROY TREES OR

OTHER PLANTS WITHOUT PRIOR APPROVAL, OR AS

INDICATED IN THE CONTRACT.

C. SUPERVISE EXCAVATING, GRADING, BACKFILLING,

AND OTHER OPERATIONS NEAR TREES TO PREVENT

DAMAGE.

D. INTEGRATE TREE PROTECTION MEASURES AS SHOWN

ON SHEET C-16, DETAIL 1 FOR TREES DIRECTLY ADJACENT TO,

OR IN THE IMMEDIATE VICINITY OF, CLEARING, GRUBBING,

AND EXCAVATION ACTIVITIES.

G13. CONTRACTOR USE OF PREMISES

LIMIT USE OF PREMISES TO WORK WITHIN THE

CONSTRUCTION LIMITS. DO NOT DISTURB PORTIONS OF THE

SITE BEYOND WHERE CONSTRUCTION LIMITS ARE

INDICATED.

G14. WORK SCHEDULING

NORMAL WORKING HOURS FOR CONSTRUCTION ARE 0700

TO 1900, MONDAY THROUGH FRIDAY. REQUESTS FOR

ADDITIONAL HOURS REQUIRES WRITTEN APPROVAL BY THE

C.O. WITH SEVEN (7) DAYS ADVANCED NOTICE.

G15. ONSITE UTILITIES

THERE ARE NO WATER OR ELECTRICAL FACILITIES AVAILABLE

FOR CONTRACTOR USE AT THE PROJECT SITE.

X1. WHEN THE TERMS "REMOVE", "DISPOSE",

"DEMOLISH", OR "DEMO" ARE USED, DISPOSE LEGAL OFFSITE

IN ACCORDANCE WITH APPLICABLE LOCAL, COUNTY, STATE,

AND FEDERAL JURISDICTIONS. ANY SALVAGE VALUE AS A

RESULT OF THE WORK SHALL BE INCLUDED IN THE INITIAL

BIDDING DOCUMENT.

C1. WATERING FOR DUST CONTROL IS REQUIRED PER SECT.

158. IT SHALL BE CONSIDERED INCIDENTAL TO THE WORK

AND INCLUDED IN THE BID LINE ITEMS.

NON-POTABLE CONSTRUCTION WATER MAY BE DRAFTED

FROM GRANITE BASIN LAKE, SUBJECT TO THE FOLLOWING

CONDITIONS:

1. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE A MINIMUM OF FIVE DAYS

IN ADVANCE PRIOR TO PUMPING FROM THE LAKE.

2. THE CONTRACTOR SHALL CEASE PUMPING OPERATIONS

IF THE FOREST SERVICE DEEMS LAKE CONDITIONS ARE

SUCH THAT RESOURCE DAMAGE WILL OCCUR IF MORE

WATER IS REMOVED FROM THE LAKE.

3. THE CONTRACTOR SHALL DRAFT WATER AT OR NEAR

THE LAKE BOTTOM.

4. THE CONTRACTOR SHALL LIMIT THE VOLUME OF

WATER TAKEN FROM THE LAKE TO 1.5M GALLONS (4.6

ACRE-FEET).

5. THE CONTRACTOR'S PUMPING OPERATIONS SHALL NOT

CAUSE THE LAKE LEVEL TO FALL MORE THAN ONE FOOT

AS MEASURED FROM THE INITIAL LAKE LEVEL. THE

INITIAL LAKE LEVEL IS DEFINED AS THE ELEVATION OF

THE LAKE AT THE TIME PUMPING COMMENCES, AS

DETERMINED BY MEASURING THE WATER LEVEL

RELATIVE TO THE TOP OF THE SPILLWAY OR OTHER

FIXED POINT APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE. THE CONTRACTOR SHALL

MAKE PERIODIC MEASUREMENTS OF USAGE AND LAKE

LEVELS AND MAKE THIS INFORMATION AVAILABLE TO

THE CONTRACTING OFFICER'S REPRESENTATIVE WHILE

PUMPING IS ONGOING. MEASUREMENTS SHALL BE

TAKEN AT LEAST EVERY THREE DAYS.

6. IF A FISH KILL BECOMES EVIDENT, THE CONTRACTOR

SHALL IMMEDIATELY CEASE PUMPING OPERATIONS

AND NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

7. USE A MARINE- AND FISH-FRIENDLY SCREEN AND

STRAINER DURING ALL DRAFTING ACTIVITIES.

GENERAL NOTES GENERAL NOTES (CONT'D) GENERAL NOTES (CONT'D) WORK SUMMARY

AT PLAYA DAY USE SITE, THE PARKING WILL BE

SLURRY SEALED AND RE-STRIPED. THE CURB WILL

BE REPLACED AND EROSION CONTROL MEASURE

INSTALLED ON THE SLOPE. AT WEKUVDE PICNIC

SITE, THE PARKING LOT WILL BE MILLED, WITH NEW

ROAD BASE HAULED IN. THEN THE SITE WILL BE

RE-PAVED AND RE-STRIPED. ALONG NFSR 374, THE

ROAD WILL BE MILLED, ASPHALT BASED HAULED IN,

AND RE-PAVED WITH DOUBLE-YELLOW STRIPING.

OPTION WORK INCLUDES REPAIRING TWO

CONCRETE DRAINAGE CROSSINGS, AND

ADDITIONAL MILLING AND REPAVING ON NFSR 374.

NFSR 374 PROJECT CLOSURES

AT NFSR 374, PLAYA AND WEKUVDE PICNIC AREAS

MAY BE CLOSED IN THEIR ENTIRETY FOR

CONSTRUCTION, NOT TO EXCEED THIRTY (30)

CALENDAR DAYS FOR EACH SITE. NFSR 374

REQUIRES ONE-LANE ACCESS TO AND FROM

THROUGH THE DURATION OF THE WORK FOR THE

GRANITE BASIN SUMMER HOME RESIDENCES AND

VISITORS.

CONTRACTOR MAY CLOSE BOTH LANES FOR

DURATIONS OF NO MORE THAN FIFTEEN (15)

MINUTES.

CONTRACTOR SHALL PROVIDE ADEQUATE SIGNING,

BARRICADES, FLAGGERS, ETC. AND TAKE

NECESSARY SAFETY MEASURES TO PROTECT THE

PUBLIC DURING CONSTRUCTION, PER MUTCD,

OSHA, AND SECT. 156. SUBMIT AND PROVIDE A

TEMPORARY TRAFFIC CONTROL PLAN FOR

APPROVAL.

NFSR 374 STAGING AREA

CONTRACTOR IS PERMITTED TO USE CAYUSE

EQUESTRIAN DAY USE SITE FOR STAGING. AND

OVERNIGHT CAMPING. THE CONTRACTOR MAY USE

THE VAULT TOILET. THE FOREST WILL PUMP AT THE

BEGINNING OF THE PROJECT. THE CONTRACTOR IS

RESPONSIBLE FOR INTERIM MAINTENANCE AND

VAULT PUMPING. A FINAL VAULT PUMPING IS

REQUIRED PRIOR TO DEMOBILIZATION.

NFSR 374 CONSTRUCTION SEASON

THERE ARE NO CONSTRUCTING TIMING

RESTRICTIONS FOR THIS PROJECT AREA.

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PLAYA DAY USE SITE - BASE PAY ITEMS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

151 (01) MOBILIZATION AND BONDING (ALL NFSR 374 WORK) LSQ 1 LS

203 (01) EXISTING SIGN REMOVAL LSQ 1 LS

203 (02) DAMAGED CURB AND STAIR REMOVAL LSQ 1 LS

204 (01) CURB EROSION CONTROL, SELECT BORROW EQ 10 LCY

251 (01) CURB EROSION CONTROL, RIPRAP, CLASS 1 EQ 45 LCY

301 (01) AGGREGATE BASE EQ 3 LCY AT EAST VEG. ISLAND

301 (02) AGGREGATE BASE EQ 7 LCY TRAIL REPAIR AREAS

410 (01) SLURRY SEAL EQ 1632 SY TESTING NOT REQUIRED

414 (01) CRACK SEALING, 1" - 2" WIDE LSQ 1 LS 850 LINEAR FEET

418 (01) ASPHALT PATCH LSQ 1 LS AT DAMAGED CURB SECTION

418 (02) ASPHALT PATCH LSQ 1 LS AT EAST VEG. ISLAND

609 (01) REPLACE CURB EQ 100 LF

609 (02) REMOVE AND REINSTALL WHEEL STOPS AQ 16 EA

634 (01) PAVEMENT MARKINGS & STRIPING, TYPE B LSQ 1 LS

718 (01) SIGNS AND POSTS AQ 4 EA PER LOCATION

DEFINITIONS

AQ ACTUAL (CONTRACTUAL) QUANTITY

EQ ESTIMATED (DESIGN) QUANTITY

LSQ LUMP SUM QUANTITY

CY CUBIC YARDS (IN PLACE)

EA EACH

LCY LOOSE CUBIC YARDS

LF LINEAR FEET

LS LUMP SUM

SY SQUARE YARDS

TN TONS

WEKUVDE PICNIC SITE - BASE PAY ITEMS

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

203 (01) EXISTING SIGN REMOVALS LSQ 1 LS

301 (01) AGGREGATE BASE, PARKING AREA EQ 372 LCY

301 (02) ABC, SPREADING AND COMPACTION EQ 2573 SY

301 (03) SAMPLING AND TESTING LSQ 1 LS

304 (01) FULL DEPTH RECLAMATION (FDR), PARKING AREA EQ 2573 SY

304 (02) FDR, GRADING AND RESHAPING, PARKING AREA EQ 2573 SY

304 (03) FDR, COMPACTION, METHOD 2, PARKING AREA EQ 2573 SY

403 (01) ASPHALT, 1/2" ADOT 416, PG 64-22, PARKING AREA EQ 455 TN

403 (02) ASPHALT, 1/2" ADOT 416, PG 64-22, FOOT PATHS EQ 9 TN

403 (03) SAMPLING AND TESTING LSQ 1 LS

413 (01) ASPHALT MILLING, FOOT PATHS EQ 50 SY 63 LF / 26 LF AT 5' WIDE

609 (01) REMOVE AND RE-INSTALL WHEEL STOP AQ 11 EA

609 (02) NEW WHEEL STOP, COMPOSITE AQ 7 EA MATCH EXISTING TYPE

634 (01) PAVEMENT MARKINGS AND STRIPING, TYPE B LSQ 1 LS

718 (01) SIGN AND POST, ACCESSIBLE, WITH PLAQUE AQ 1 EA PER LOCATION

NFSR 374 - BASE PAY ITEMS

22' WIDE ROAD AT 600 LINEAR FEET, STARTING AT WEKUVDE ENTRANCE AND WORKING EAST

ITEM

NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

156 (01) TEMPORARY TRAFFIC CONTROL LSQ 1 LS

301 (01) AGGREGATE BASE EQ 212 LCY

301 (02) ABC, SPREADING AND COMPACTION EQ 1470 SY

301 (03) SAMPLING AND TESTING LSQ 1 LS

304 (01) FULL DEPTH RECLAMATION (FDR) EQ 1470 SY

304 (02) FDR, GRADING AND RESHAPING EQ 1470 SY

304 (03) FDR, COMPACTION, METHOD 2 EQ 1470 SY

403 (01) ASPHALT, 3/4" ADOT 416, PG 64-22 EQ 264 TN

403 (02) SAMPLING AND TESTING LSQ 1 LS

604 (01) VALVE COVER RISER, WITH 24" RADIUS CONC. AQ 3 EA

634 (01) PAVEMENT MARKINGS AND STRIPING, TYPE B LSQ 1 LS ASPHALT TONNAGE CALCULATION

(160 lb/ft^3) * (project area in sf) * (asphalt thickness in ft) / (2000 lb/ton)

ABC TONNAGE CALCULATION

(140 lb/ft^3) * (project area in sf) * (ABC thickness in ft) / (2000 lb/ton)

ABC LOOSE CUBIC YARDS CALCULATION

(project area in sf) * (ABC thickness in ft) / (27 ft^3/cy) * (1.3 compaction factor)

FEE LANE - BASE PAY ITEMS

ITEM NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

152 (01) CONSTRUCTION SURVEY AND STAKING LSQ 1 LS

201 (01) CLEARING AND GRUBBING EQ 400 SY

204 (01) EXCAVATION EQ 91 LCY

204 (02) EMBANKMENT, ROAD SUBGRADE GRADE

AND COMPACTION EQ 371 SY

204 (03) EMBANKMENT, DITCH, ISLAND, REGRADING LSQ 1 LS

204 (04) EMBANKMENT, ROAD SUBGRADE, SAMPLING

AND TESTING LSQ 1 LS

301 (01) AGGREGATE BASE EQ 81 CY

301 (02) SPREADING AND COMPACTION EQ 371 SY

301 (03) SAMPLING AND TESTING LSQ 1 LS

403 (01) ASPHALT, 3/4" ADOT 416, PG 64-22 EQ 67 TN

403 (02) SAMPLING AND TESTING LSQ 1 LS

602 (01) CULVERT, CMP, 18", FULL INSTALL, RIPRAP LSQ 1 LS

615 (01) FEE STATION AND CONCRETE PAD LSQ 1 LS

619 (01) BOLLARDS, W/ FOOTINGS AQ 2 EA

634 (01) PAVEMENT MARKINGS AND STRIPING LSQ 1 LS

636 (01) FEE STATION, ELECTRICAL, UTILITY SLEEVES LSQ 1 LS

718 (01) SIGNS AND POSTS AQ 7 EA PER LOCATION

DRAINAGE CROSSING 1 - OPTION PAY ITEMS

ITEM NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

204 (01) EMBANKMENT, BANK SHAPING / REGRADING LSQ 1 LS

204 (02) EMBANKMENT, NATIVE FILL, BACKFILL EQ 4 CY BEHIND JERSEY BARRIER

251 (01) EMBANKMENT, RIPRAP, CLASS 1 EQ 20 CY SLOPE PROTECTION

251 (02) EMBANKMENT, RIPRAP, CLASS 3 EQ 8 CY JERSEY BARRIER PROTECTION

618 (01) JERSEY BARRIER, DELIVERY AND INSTALL LSQ 1 LS GOVERNMENT-FURNISHED

DRAINAGE CROSSING 2 - OPTION PAY ITEMS

ITEM NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

204 (01) EMBANKMENT, BANK SHAPING / REGRADING LSQ 1 LS

251 (01) EMBANKMENT, RIPRAP, CLASS 1 EQ 10 CY SLOPE PROTECTION

251 (02) EMBANKMENT, RIPRAP, CLASS 3 EQ 6 CY JERSEY BARRIER PROTECTION

251 (03) EMBEDDED RIPRAP, CLASS 1 EQ 3 CY PLACED IN LEAN CONCRETE

614 (01) LEAN CONCRETE BACKFILL EQ 6 CY

618 (01) JERSEY BARRIER, DELIVERY AND INSTALL LSQ 1 LS GOVERNMENT-FURNISHED

NFSR 374 - OPTION PAY ITEMS

22' WIDE ROAD, TO BE AWARDED IN 100LF INCREMENTS

ITEM NO. ITEM DESCRIPTION

METHOD

OF

MEASURE

QUANT

ITY

PAY

UNIT NOTES

156 (01) TEMPORARY TRAFFIC CONTROL LSQ 1 LS

301 (01) AGGREGATE BASE EQ 212 CY

301 (02) ABC, SPREADING AND COMPACTION EQ 1470 SY

301 (03) SAMPLING AND TESTING LSQ 1 LS

304 (01) FULL DEPTH RECLAMATION (FDR) EQ 1470 SY

304 (02) FDR, GRADING AND RESHAPING EQ 1470 SY

304 (03) FDR, COMPACTION, METHOD 2 EQ 1470 SY

403 (01) ASPHALT, 3/4" ADOT 416, PG 64-22 EQ 44 TN

403 (03) SAMPLING AND TESTING LSQ 1 LS

634 (01) PAVEMENT MARKINGS AND STRIPING, TYPE B LSQ 1 LS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/5 /24

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SOUTHWESTERN

NFSR 374

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

BRADSHAW RANGER DISTRICT

SCHEDULE OF ITEMS /

ESTIMATED QUANTITIES

08/22/2024

R. POLANCO

R. POLANCO

T. WEBER

G-04 004 030

VALVE RISER CONC. 08/22/24

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/5 /24

0:

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SOUTHWESTERN

NFSR 374

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

BRADSHAW RANGER DISTRICT

PROJECT VICINITY MAP

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

C-01 005 030

PLAYA DAY USE SITE

[CURB REPAIR, SLURRY

SEAL, STRIPING, SIGNING]

CONCRETE DRAINAGE

CROSSING #2

WEKUVDE PICNIC SITE

[FDR, STRIPING, SIGNING]

CAYUSE EQUESTRIAN AREA

[CONTRACTOR STAGING AREA]

YAVAPAI CAMPGROUND

[NO WORK]

CONCRETE DRAINAGE

CROSSING #1

NFSR 374 / WEKUVDE ENTRANCE;

START POINT STAKED BY USFS

[BEGIN NFSR 374 FDR, REPAVING,

DOUBLE-YELLOW STRIPING

CONTINUING EASTBOUND]

Feet 0 600 1200

NEW FEE LANE

AND TURNAROUND AREA

MAP NOTE: ROAD LOCATION

IS INCORRECT. MAIN ROAD FORKS

AFTER WEKUVDE PICNIC SITE.

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FEE SIGN TO REMAIN

SITE 3P

SIGN 2P

SIGN 1P

MAINTAIN 24'

TWO-

WAY LANE.

ADJUST PARKING

STALL STRIPING

AS NEEDED

TYPICAL PARKING

STALL, 10'X20'

REMOVE ACCESSIBLE

SIGN

REMOVE WOOD

"ONE-WAY" SIGNSIGN 4P

REPLACE CURB

AND ASPHALT

PATCHING PER SECT.

609 AND 418, RESPECTIVELY

(TYP.)

SLOPE PROTECTION

(TYP.)

EXISTING CONCRETE

PAD AND RETAINING WALLS

TO REMAIN (NO WORK)

CURB TERMINATION AT

GROUTED RIPRAP DRAINAGE

REMOVE EXISTING

STAIRS.

ACCESSIBLE PAVEMENT

MARKING

VAN ACCESSIBLE PARKING

STALL, 11' WIDE X 20' LENGTH

C-16

C-16

C-16

C-17

TRAIL REPAIR AREAS;

SPREAD AND COMPACT

ABC; 4 CY. BRING

MATERIAL FLUSH TO

PAVEMENT.

TRAIL REPAIR AREAS;

SPREAD AND COMPACT

ABC; 3 CY. BRING MATERIAL

FLUSH WITH PAVEMENT.

PAINTED TRAFFIC

ARROW (TYP.)

C-17

VEGETATION ISLAND WORK;

REMOVE TWO OBJECT MARKERS;

REGRADE, SHAPE, AND PLACE COMPACTED

ABC AND NEW ASPHALT PAVEMENT. STRIPE

AS SHOWN. BOULDER TO REMAIN.

EXISTING GROUTED DRAIN

TO REMAIN - RIPRAP

AROUND AREA

NEW TRAIL / LAKE

ACCESS ROUTE BY

U.S.F.S.

C-17

C-16

PAVEMENT MARKING;

PARKING, 4", WHITE (TYP.)

PAVEMENT MARKING,

AISLE, 4", YELLOW (TYP.)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

6/5 /24

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7 R

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SOUTHWESTERN

NFSR 374

IMPROVEMENTS

PRESCOTT NATIONAL

FOREST

BRADSHAW RANGER DISTRICT

PLAYA DAY USE SITE

PLAN AND STRIPING

07/01/2024

R. POLANCO

R. POLANCO

T. WEBER

C-02 006 030

SHEET NOTES

1. CRACK SEAL AND SLURRY SEAL EXISTING ASPHALT

PAVEMENT PER SECT. 414 AND 410, RESPECTIVELY.

2. PAVEMENT MARKINGS SHALL BE TYPE B,

WATERBORNE TRAFFIC PAINT WITH TYPE 1 GLASS

BEADS, PER SECT. 634.

3. REMOVE AND RE-INSTALL EXISTING COMPOSITE

WHEEL STOPS.

4. REMOVE TWO (2) "NO PARKING ON ROADWAY"

SIGNS AT ROUND-A-BOUT. DO NOT REINSTALL.

KEYED NOTES

1 TRANSITION PARKING STALL

PAVEMENT TURN-AROUND

PAVEMENT MEETING THE

FOLLOWING CRITERIA:

- RUNNING SLOPE OF 5%

OR LESS FOR ANY

DISTANCE.

- RUNNING SLOPE OF UP

TO 8.33% FOR 50'.

- RUNNING SLOPE UP TO

10% FOR 30'.

- CROSS SLOPE 2% OR

LESS FOR PAVED

SURFACES.

Feet 0 30 60

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