Statement of Work Attachment B.pdf
PDF 12 MB Posted
- Solicitation number
- 127EAX24Q0045
About this file
This document is a Statement of Work attachment for a federal contract opportunity solicitation. The solicitation is for repairs and improvements to National Forest Service Roads (NFSR) 104 ("Mingus Mountain Road") and 374 ("Granite Basin Road") in the Bradshaw Ranger District in Arizona. The scope of work includes adding culverts, reconditioning and repairing ditches, replacing paved road edges, installing erosion protection, slurry seal and restriping for the Playa Day Use area, full-depth asphalt reclamation and repaving for the Wekuvde Picnic Site, and full-depth asphalt reclamation, reshaping, and repaving for the main Granite Basin Road. There is also an option for repairing two concrete drainage crossings. The solicitation is a Firm Fixed-Price construction contract using a Request for Quote format with a Lowest Price/Technically Acceptable award basis. It is a 100% Small Business Set-Aside with a project magnitude between $1,000,000 and $5,000,000. A site visit is scheduled for August 14, 2024, and the deadline for submitting responses is September 12, 2024 at 1:00 pm PT. The contracting agency is the USDA Forest Service's Region 3 - Southwestern Region.
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52 | P a g e
ATTACHMENT B – Construction Drawings, NFSR 374 Improvements (30 sheets)
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 07/01/24
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
07/16/2024
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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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 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
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
G-04 004 030
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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
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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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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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SIGN 1W
ACCESSIBLE PAVEMENT MARKING
MILL AND REPAVE PATH,
26 LF AT 5' WIDE
MILL AND REPAVE PATH,
63 LF AT 5' WIDE
EXISTING "DO NOT ENTER"
SIGN TO REMAIN
REMOVE ACCESSIBLE SIGNS
AND POSTS
ASPHALT SECTION
WITH SAFETY EDGE
C-17
C-17
STRIPED PULL-
THRU PARKING;
10' X 25' (TYP.)
TYPICAL PARKING
STALL, 10'X20'
PAINTED TRAFFIC
ARROW (TYP.)
C-17
C-17
C-17
BEGIN FDR, RESHAPING, REPAVING,
AND DOUBLE-YELLOW STRIPING
OF NFSR 374, MOVING EAST. INSTALL VALVE RISERS
SO THAT VALVE LIDS ARE
FLUSH WITH NEW
PAVEMENT GRADE
C-17
C-17
C-17
C-17
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
6/6 /24
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SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
WEKUVDE PICNIC SITE
PLAN AND STRIPING
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-03 007 030
SHEET NOTES
1. FULL DEPTH RECLAMATION EXISTING PAVEMENT AS
SHOWN, PER SECT. 304. REGRADE AND RESHAPE FOR
POSITIVE DRAINAGE. COMPACT PER 304.07. PLACE
AGGREGATE BASE AND NEW ASPHALT PER SECT. 301
AND 403.
2. MILL AND REPAVE PATHS AS SHOWN, PER 413 AND 403.
3. PAVEMENT MARKINGS SHALL BE TYPE B,
WATERBORNE TRAFFIC PAINT WITH TYPE 1 GLASS
BEADS, PER SECT. 634.
4. REMOVE AND RE-INSTALL EXISTING COMPOSITE
WHEEL STOPS.
5. INSTALL NEW COMPOSITE WHEEL STOPS. MATCH
EXISTING TYPE, MATERIAL, AND DIMENSIONS.1
KEYED NOTES
1 RESHAPE AND FINAL GRADE
ACCESSIBLE WALKWAY PRIOR
TO PAVING TO MEET THE
FOLLOWING CRITERIA:
- RUNNING SLOPE OF 5%
OR LESS FOR ANY
DISTANCE.
- RUNNING SLOPE OF UP
TO 8.33% FOR 50'
SEGMENTS.
- CROSS SLOPE 2% OR
LESS FOR PAVED
SURFACES.
Feet 0 30 60
SHEET NOTES
1. **OPTION ITEM** ONE (1) ROLL OF TYPE 2 GEOGRID,
FURNISHED AND INSTALLED, 341 SQUARE YARD
INCREMENT (1 ROLL), TENSAR BX1200 OR EQUAL, FOR
SOFT AREAS OF THE NFSR 374 AS A RESULT OF
RECLAIMING.
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R10'
R37'-4"
R
R10'
R3 5'
R5 1'
-2
R3 5'
R3 5'12
'-3
R51'-2"
R35'
46'-4"
' 31'-11"
40'-5"
SIGN 1F
SIGN 2F
SIGN 3F
SIGN 4F SIGN 5F
PAINTED TRAFFIC
ARROW (TYP.)
C-17
SIGN 6F
SIGN 7F
18" CULVERT, 30LF,
WITH RIPRAP OUTLET
PROTECTION
C-21
C-21
START FEE LANE
AT THE ROADSIDE
PONDEROSA. TREE
TO REMAIN IN PLACE
3" ASPHALT FEE LANE, 2' SHOULDERS,
DITCH (EAST SIDE)
C-18
C-18
C-18
NEW FEE STATION, CONC.
PAD, AND 6" BOLLARDS (2)
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
0:
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SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
SITE AND SIGN PLAN
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-04 008 030
Feet 0 20 40
FEE LANE EARTHWORK
VOLUME LOCATION
TOTAL EXCAVATION
CUT (-)
(CY)
FILL (+)
(CY)
TOTAL
FILL / CUT
(CY)
ISLAND 25.84 8.14 (-) 17.70
DITCH GRADING EAST 53.09 24.01 (-) 29.09
FEE LANE TO SUBGRADE 64.77 20.75 (-) 44.02
TOTAL EXCESS FILL / CUT (+) 90.81
SHEET NOTES
1. SPREAD EXCESS FILL ONSITE,
FLATTENING DAYLIGHT SLOPES ON EAST
AND FILLING IN HOLES AS A RESULT OF
TREE REMOVALS.
2. EXCESS FILL MAY BE USED AT OTHER
LOCATIONS FOR NATIVE FILL (SUCH AS
PLAYA EROSION CONTROL, OR JERSEY
BARRIER REPAIRS).
3. PLACE 6" WHITE PAVEMENT MARKING
ON EAST AND WEST EDGE OF NEW FEE
LANE PAVEMENT.
KEYED NOTES
1 RELOCATE "HORSE TRAILER"
PARKING SIGN, TWO-POST
2 RELOCATE WARNING SIGN,
RIGHT TURN UPCOMING,
SINGLE POST
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1+
2+00
2+23MATCH EXISTING
PAVE ~5742.83
PAVE = 5744.65
PRC / GB
PAVE = 5746.12
POC / GB
18" CULVERT
INVERT = 5744.50
18" CULVERT
INVERT = 5744.00
PAVE = 5747.23
PC / GB
PAVE = 5747.12
GB
PAVE = 5748.60
GB
PAVE = 5748.55
PC / GB
MATCH EXISTING
PAVE ~5744.80
PAVE = 5745.88
PC / GB
PAVE = 5746.88
PC / GB
PAVE = 5748.36
PC / GB
FEE STATION
CONC PAD AND
BOLLARDS
-1.0%
-2.0%
-2 .0
-2 .0
-0.0%
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
0:
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US
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AI
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AD
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1- C1
0_
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SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
GRADING AND
DRAINAGE PLAN
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-05 009 030
Feet 0 10 20
SHEET NOTES
1. FEE STATION CONCRETE PAD ELEVATION TO MATCH
ADJACENT PAVEMENT ELEVATION. REFER TO SHEETS
C-23 TO C-26 FOR FEE STATION MANUFACTURER
DRAWINGS AND SPECIFICATIONS.
2. BOLLARDS (2) SHALL BE 6" DIAMETER. INSTALL 1' FROM
EAST CONCRETE PAD CORNERS, ON CENTER, AND PER
DETAIL 4, SHEET C-19.
3. FEE STATION WILL BE GOVERNMENT-FURNISHED AND
INSTALLED BY THE CONTRACTOR. IT WILL NOT NEED
HARD-WIRED UTILITIES. IT WILL INCLUDE THE SOLAR
HARDWARE AND CELL BOOSTER OPTIONS.
4. FINAL CULVERT LOCATION TO BE APPROVED BY
GOVERNMENT. STAKE INLET AND OUTLET TO AVOID
TREES TO THE MOST PRACTICABLE EXTENT. THE INLET
LOCATION REQUIRES RESHAPING AND REGRADING OF
THE AREA SUCH THAT ALL WATER IN THE ISLAND FLOWS
TO THE CULVERT.
KEYED NOTES
1 RESHAPE AND GRADE AREA
TO CULVERT INLET. PROTECT
TREES IN IMMEDIATE AREA.
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0+
0+
1+
PAVE = 5748.60
GB
MATCH EXISTING
PAVE ~5747.25
PAVE = 5746.77
GB
PAVE = 5748.55
PC / GB
PAVE = 5748.10
POC / GB
PAVE = 5747.55
PRC / GB
PAVE = 5746.76
POC / GB
PAVE = 5746.74
PC / GB
MATCH EXISTING
PAVE ~5746.38 MATCH EXISTING
PAVE ~5747.00
MATCH EXISTING
PAVE ~5746.91
PAVE = 5746.71
PC / GB
PAVE = 5746.93
PC / GB
PAVE = 5747.03
PC / GB
PAVE = 5748.36
PC / GB
PAVE = 5748.10
PC / GB
PAVE = 5747.24
POC
PAVE = 5748.23
POC
-0 .7
-0.8%
-2 .4
-1 .2
574857475748
48 5749
57485747 57465747
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
0:
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RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
GRADING AND
DRAINAGE PLAN
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-06 010 030
Feet 0 10 20
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1 14
POINT TABLE
POINT #
NORTHING
1312796.92
1312804.48
1312810.49
1312813.58
1312819.43
1312826.76
1312830.60
1312843.66
1312856.89
1312862.27
1312869.69
1312874.99
1312877.92
1312881.50
1312892.93
1312907.02
1312908.71
1312927.83
1312947.12
1312951.97
1312965.63
1312979.06
EASTING
513598.22
513603.23
513610.01
513614.56
513621.20
513626.15
513628.08
513634.32
513640.20
513643.08
513649.60
513657.94
513663.48
513668.62
513679.22
513685.88
513686.39
513691.64
513696.21
513697.24
513698.21
513695.52
ELEVATION
5747.25
5747.14
5747.03
5746.93
5746.82
5746.71
5746.77
5746.76
5746.74
5746.76
5747.16
5747.55
5747.83
5748.10
5748.32
5748.55
5748.60
5747.86
5747.12
5747.23
5746.68
5746.12
DESCRIPTION
MATCH PAVE
PAVE POC
PAVE PC/GB
PAVE PC/GB
PAVE POC
PAVE PC/GB
PAVE
PAVE POC
PAVE PC/GB
PAVE POC/GB
PAVE POC
PAVE PRC/GB
PAVE POC
PAVE POC/GB
PAVE POC
PAVE PC/GB
PAVE GB
PAVE
PAVE GB
PAVE PC/GB
PAVE POC
PAVE POC/GB
POINT TABLE
POINT #
NORTHING
1312990.74
1313000.58
1313013.50
1313029.10
1312971.28
1312979.36
1312974.07
1312962.16
1312930.80
1312912.09
1312906.23
1312900.88
1312896.22
1312892.39
1312890.86
1312892.96
1312897.93
1312903.96
1312869.27
1312835.93
EASTING
513689.74
513681.20
513672.09
513669.59
513662.30
513670.67
513681.02
513684.82
513680.02
513674.88
513672.56
513669.23
513665.00
513659.99
513654.16
513648.50
513645.09
513645.15
513632.38
513617.32
ELEVATION
5745.39
5744.65
5743.74
5742.83
5744.80
5745.34
5745.88
5746.38
5747.62
5748.36
5748.29
5748.23
5748.16
5748.10
5747.67
5747.24
5746.81
5746.38
5747.00
5746.91
DESCRIPTION
PAVE POC
PAVE PRC/GB
PAVE POC
MATCH PAVE
MATCH PAVE
PAVE POC
PAVE PC/GB
PAVE POC
PAVE
PAVE PC/GB
PAVE POC
PAVE POC
PAVE POC
PAVE PC/GB
PAVE POC
PAVE POC
PAVE POC
MATCH PAVE
MATCH PAVE
MATCH PAVE
POINT TABLE
POINT #
NORTHING
1313026.69
1312962.38
1312969.47
1312956.92
1312921.98
1312900.84
1312921.63
1312843.10
1312842.54
1312781.53
EASTING
513704.51
513647.11
513672.14
513647.88
513641.31
513654.65
513636.81
513672.37
513594.91
513629.65
ELEVATION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
DESCRIPTION
35' RP
51'-2" RP
10' RP
37'-4" RP
35' RP
10' RP
51'-2" RP
35' RP
35' RP
35' RP
POINT TABLE
POINT #
NORTHING
1312959.71
1312955.14
EASTING
513680.03
513709.69
ELEVATION
5744.50
5744.00
DESCRIPTION
CULVERT INV.
CULVERT INV.
POINT TABLE
POINT #
NORTHING
1312816.59
1312821.98
1312829.47
1312844.25
1312859.25
1312871.80
1312880.45
1312891.91
1312908.73
1312930.84
1312953.19
1312980.80
1313000.19
EASTING
513607.85
513615.37
513620.80
513627.98
513634.69
513643.09
513655.46
513670.87
513680.13
513686.22
513691.37
513686.25
513665.95
ELEVATION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
DESCRIPTION
BEG. ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
ALIGNMENT
END ALIGNMENT
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
0:
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.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
POINT TABLE
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-07 011 030
Feet 0 20 40
SHEET NOTES
1. COORDINATE SYSTEM: NAD83 ARIZONA STATE
PLANE, CENTRAL ZONE, INTERNATIONAL FOOT.
2. COORDINATE SYSTEM IS NOT TIED TO LOCAL
CONTROL. WORK LOCATIONS AND STATIONING
ARE APPROXIMATE. FINAL WORK LOCATIONS
WILL BE STAKED ON THE GROUND BY THE
CONTRACTOR AND APPROVED BY THE
GOVERNMENT PRIOR TO THE COMMENCEMENT
OF WORK. POINT 110 SHALL BE THE START OF
THE PROJECT.
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EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
STATION (FEET)
FEE LANE PROFILE
0+00 0+50 1+00 1+50 2+00 2+23
ST
A
0+
B
EG
IN
F
EE
L
AN
E
EL
7.
2'
ST
A
0+
.6
EL
7.
0'
ST
A
0+
.4
EL
6.
9'
ST
A
0+
.8
EL
6.
9'
ST
A
0+
.8
EL
6.
8'
ST
A
0+
.5
EL
6.
9'
ST
A
0+
.0
EL
6.
9'
ST
A
0+
.4
EL
6.
8'
ST
A
0+
.9
EL
6.
8'
ST
A
0+
.4
EL
6.
9'
ST
A
0+
.8
EL
6.
9'
ST
A
0+
.1
EL
7.
0'
ST
A
0+
.5
EL
7.
1'
ST
A
0+
.8
EL
7.
2'
ST
A
0+
.2
EL
7.
4'
ST
A
0+
.6
EL
7.
6'
ST
A
0+
.9
EL
7.
9'
ST
A
0+
.7
EL
8.
1'
ST
A
1+
.2
EL
8.
2'
ST
A
1+
.6
EL
8.
3'
ST
A
1+
.3
EL
8.
3'
ST
A
1+
.8
EL
8.
4'
ST
A
1+
.2
EL
8.
5'
ST
A
1+
.9
EL
8.
1'
ST
A
1+
.1
EL
7.
8'
ST
A
1+
.7
EL
7.
6'
ST
A
1+
.2
EL
7.
3'
ST
A
1+
.8
EL
7.
1'
ST
A
1+
.4
EL
7.
0'
ST
A
1+
.0
EL
6.
7'
ST
A
1+
.8
EL
6.
5'
ST
A
1+
.5
EL
6.
3'
ST
A
1+
.5
EL
6.
1'
ST
A
1+
.8
EL
5.
8'
ST
A
2+
.6
EL
5.
4'
ST
A
2+
.3
EL
5.
1'
ST
A
2+
.0
EL
4.
8'
ST
A
2+
.1
EL
4.
5'
ST
A
2+
.8
EL
4.
0'
ST
A.
+2 3.
E
N D
F
EE
L
AN
E
EL
.9
0+
0+
1+
1+
2+00
2+23
0+
.0
0+
.0
0+
.00
1+
.0
1+
.0
1+
.0 01+75.00
2+00.00
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
0:
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OJ
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TS
UP
PO
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NG
DO
CS
\P
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KI
NG
GR
AN
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BA
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N
MI
NG
US
M
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NT
AI
N
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AD
S\
CA
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N\ W
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1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE
ALIGNMENT AND
PROFILE
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-08 012 030
Feet 0 20 40
SHEET NOTES
1. WHEN GRADING AND PAVING, TRANSITION AND
SMOOTH VERTICAL CURVES BEFORE AND AFTER ALL
GRADE BREAK LOCATIONS.
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AT
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N (F
EE
T)
OFFSET (FEET)
0+25.00
0 10 200-10
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+50.00
0 10 200-10
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
0+75.00
0 10 200-10-20
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+00.00
0 10 200-10-20-30
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
0:
R
IC
HA
RD
PO
LA
NC
O C:
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NF
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HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE PROFILE
STA. 0+25 TO 1+00
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-09 013 030
Feet 0 10 20
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AT
IO
N (F
EE
T)
OFFSET (FEET)
1+25.00
0 100-10-20-30
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+50.00
0 100-10-20-30
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
1+75.00
0 100-10-20-30
EL
EV
AT
IO
N (F
EE
T)
OFFSET (FEET)
2+00.00
0 100-10-20-30
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
0:
R
IC
HA
RD
PO
LA
NC
O C:
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FO
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DO
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\P
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GR
AN
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BA
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N
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NG
US
M
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NT
AI
N
RO
AD
S\
CA
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LE
S\
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BA
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N\ W
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_C
1- C1
0_
NF
SR
4_
DI
TC
HG
RA
DI
NG
.D
W G; R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
FEE LANE PROFILE
STA. 1+25 TO 2+00
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-10 014 030
Feet 0 10 20
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C-22
C-22
9' 6'-
7"
5'
C-22
6'- 7"
5'
15'-5"
BANK PROTECTION,
PLACED RIPRAP,
CLASS 1 (TYP.)
SCOUR PROTECTION,
PLACED RIPRAP,
CLASS 3 (TYP.)
BACKFILL WITH
NATIVE FILL WITH
RIPRAP COVER TO
JERSEY BARRIERS
TWO (2) CONCRETE
JERSEY BARRIERS,
12'-5"L X 2'-8" H, GOV'T
FURNISHED
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
6/6 /24
8:
R
IC
HA
RD
PO
LA
NC
O C:
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SE
RS
\R
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HA
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PO
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NC
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EA
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FO
LD
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RA
MP
MS
ST
EA
M\
MS
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PR
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EC
TS
UP
PO
RT
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OR
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NG
DO
CS
\P
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SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
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LE
S\
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RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
-C
_D
RA
IN
AG
EC
RO
SS
IN
G.
DW
G;
R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
*OPTION ITEM*
DRAINAGE CROSSING #1
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-11 015 030
Feet 0 10 20
SHEET NOTES
1. FINAL JERSEY BARRIER LOCATION TO BE STAKED BY
CONTRACTOR AND APPROVED BY THE GOVERNMENT.
2. ALIGN CENTERLINE OF DRAINAGE AND FLOW LINE TO
THE CONNECT POINT OF THE TWO JERSEY BARRIERS.
3. SHAPE AND REGRADE EMBANKMENTS TO NATURAL
CONTOURS PRIOR TO PLACING RIPRAP.
4. JERSEY BARRIERS ARE LOCATED AT THE PRESCOTT
NATIONAL FOREST, WILLOW WORK CENTER,
APPROXIMATELY 7.1 MILES AWAY. LAT 34.595718° / LONG
-112.516464°. CONTRACTOR IS RESPONSIBLE FOR
PICKING UP, DELIVERING, AND UNLOADING AT PROJECT
SITE. GOVERNMENT WILL HAVE THE MEANS TO LOAD
THE JERSEY BARRIERS AT THE WORK CENTER.
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C-22
C-22
C-22
C-22
2'
3'
'-7
THREE (3) CONCRETE
JERSEY BARRIERS,
12'-5"L X 2'-8" H, GOV'T
FURNISHED
ROAD UNDERCUTTING
LEAN CONCRETE BACKFILL REPAIR
PER SECT. 614 AND 251.06
BANK PROTECTION,
PLACED RIPRAP,
CLASS 1 (TYP.)
SCOUR PROTECTION,
PLACED RIPRAP, CLASS 3
3' WIDE (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
6/6 /24
8:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
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RA
MP
CH
AR
TE
RT
EA
M- W
OR
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NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
MS
S_
PR
OJ
EC
TS
UP
PO
RT
_W
OR
KI
NG
DO
CS
\P
RE
SC
OT
T\ W
OR
KI
NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
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LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
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_C
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RA
IN
AG
EC
RO
SS
IN
G.
DW
G;
R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
*OPTION ITEM*
DRAINAGE CROSSING #2
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-12 016 030
Feet 0 10 20
SHEET NOTES
1. FINAL JERSEY BARRIER LOCATION TO BE STAKED BY CONTRACTOR AND
APPROVED BY THE GOVERNMENT.
2. ALIGN CENTERLINE OF DRAINAGE AND FLOW LINE TO THE CONNECT
POINT OF THE TWO JERSEY BARRIERS.
3. SHAPE AND REGRADE EMBANKMENTS TO NATURAL CONTOURS PRIOR
TO PLACING RIPRAP.
4. JERSEY BARRIERS ARE LOCATED AT THE PRESCOTT NATIONAL FOREST,
WILLOW WORK CENTER, APPROXIMATELY 7.1 MILES AWAY. LAT 34.595718°
/ LONG -112.516464°. CONTRACTOR IS RESPONSIBLE FOR PICKING UP,
DELIVERING, AND UNLOADING AT PROJECT SITE. GOVERNMENT WILL HAVE
THE MEANS TO LOAD THE JERSEY BARRIERS AT THE WORK CENTER.
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C-13
PLAYA DAY USE SITE
NOT TO SCALE
C-13
WEKUVDE PICNIC SITE
NOT TO SCALE
ROUND-A-BOUT FACING WEST VEG. ISLAND (TO BE PAVED) FACING NORTH FACING SOUTH
STAIRS TO BE REMOVED, FACING NORTH CURB DAMAGE CURB DAMAGE
PARKING LOT - FACING SOUTHWEST PARKING LOT - FACING WEST ACCESS TRAIL TO WEST RAMADA ACCESS TRAIL TO SOUTH RAMADA
ROAD ENTRANCE - FACING NORTHWEST
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
0:
R
IC
HA
RD
PO
LA
NC
O C:
\U
SE
RS
\R
IC
HA
RD
PO
LA
NC
O\
BO
X\
RA
MP
CH
AR
TE
RT
EA
M- W
OR
KI
NG
FO
LD
ER
S\
RA
MP
MS
ST
EA
M\
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S_
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TS
UP
PO
RT
_W
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NG
DO
CS
\P
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SC
OT
T\ W
OR
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NG
GR
AN
IT
E
BA
SI
N
MI
NG
US
M
OU
NT
AI
N
RO
AD
S\
CA
D
FI
LE
S\
_G
RA
NI
TE
BA
SI
N\ W
OR
KI
NG
_C
-C
_S
IT
EP
IC
TU
RE
S.
DW
G;
R03
SOUTHWESTERN
NFSR 374
IMPROVEMENTS
PRESCOTT NATIONAL
FOREST
BRADSHAW RANGER DISTRICT
PLAYA AND WEKUVDE
SITE PICTURES
07/01/2024
R. POLANCO
R. POLANCO
T. WEBER
C-13 017 030
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