Plans - NM FTNP NPS BAND 910(1).pdf
PDF 12 MB Posted
- Solicitation number
- 6982AF22B000022
About this file
This solicitation is for a construction project to expand and build new parking lots at two locations within Bandelier National Monument in New Mexico. The first project is to construct a 35,200 square foot parking lot with 38 car spaces, 2 handicap spaces, and 3 bus/RV parking spaces at Tsankawi, along with a shuttle stop. The second project expands the existing Frey Trailhead parking lot at Juniper Campground by 40 additional spaces. Both projects are located in culturally and environmentally sensitive areas. Significant construction items include roadway excavation, asphalt paving, aggregate, clearing and grubbing, and colored concrete curbing. The estimated price range for both projects is $2,000,000 to $5,000,000. The solicitation was anticipated to be advertised in early October 2022 with construction to start in April 2023. This opportunity will be set aside for competition under the HUBZone program. The soliciting agency is the Department of Transportation Federal Highway Administration.
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D E P
A R T
M
E
NT
OF TRANSPO
R T
A T I O
N
U N
IT
E
D STATES OF
AME
R I C
A
PLANS FOR PROPOSED
PROJECT MANAGER
PLANS PREPARED BY
DENVER, COLORADO
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
FOR
PLANS PREPARED BY
NATIONAL
PARK
SERVICE
Department of the Interior
NATIONAL PARK SERVICE
U.S. DEPARTMENT OF THE INTERIOR
Slopes are expressed as RISE:RUN
U.S. CUSTOMARY DIMENSIONS:
Know what'sbelow.
before you dig.Call
R www.call811.com
AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"
"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS
SPECIFICATIONS:
APPROVED:
DATE:
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
CHIEF OF ENGINEERING
NM FTNP/NPS BAND 910(1)
RATON
ALBUQUERQUE
SANTA FE
SOCORRO
LAS
LAS
CRUCES
VEGAS
Tucumcari
Farmington
Taos
Santa Rosa
Roswell
Carlsbad
Alamogordo
Silver
City
Cuba
Bernalillo
Dulce
INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
COLORADO
OKLA.
T E
X A
S
TEXAS
MEXICO
A R I Z
O N
A
KEY MAP OF NEW MEXICO
A1
Juniper Campground
Los Alamos
E Jemez Rd
White Rock
S. HAILE
improvements, signing, and pavement markings.
Parking lot construction, including drainage
TYPE OF CONSTRUCTION:
DATE:
SUPERINTENDENT, BANDELIER NATIONAL MONUMENT
Denver, CO 80202-4824
Suite 3400
1670 Broadway
HDR Engineering, Inc.
National Monument
Bandelier
PARKING LOTS
TSANKAWI AND FREY
NM FTNP/NPS BAND 910(1)
Tsankawi Parking Lot
NM FTNP/NPS BAND 910(1)
Frey Parking Lot
50 miles
Jemez Pueblo
To
45 miles
Jemez Pueblo
To
25 miles
Santa Fe
To
NM FTNP/NPS BAND 910(1)
Project Location
12000'6000'0
Scale in Feet
LOS ALAMOS COUNTY
FREY PARKING LOT LENGTH 0.04 miles
SANTA FE COUNTY
TSANKAWI PARKING LOT LENGTH 0.11 miles
BANDELIER NATIONAL MONUMENT
Agency approved by letter March 7, 2022
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d T
T L N
M F T F
W B
A N
D .d g n
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
08/22/2022
Sheet 1 of 2
A2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
ABBREVIATIONS DRAINAGE SYMBOLS
GEOLOGIC SYMBOLS
DI
FENCE & CATTLEGUARD SYMBOLS
Cattleguard (Existing, Proposed)
Fence w/ Gate (Existing, Proposed)
Fence (Existing, Proposed)
Material Source
Boring Location (Existing, Proposed)
Riprap Apron (Proposed)
Underdrain (Existing, Proposed)
With Drop Inlet (Existing, Proposed)
With Headwalls (Existing, Proposed)
With End Sections (Existing, Proposed)
Pipe Culvert (Existing, Proposed)
Box Culvert (Existing, Proposed)
Bridge (Existing, Proposed)
Spring
River
Wetland
Large Creek
Lake, Pond or Reservoir
Drainage or Small Creek
Flow Arrow
Ditch (Existing, Proposed)
SPRING
D jt.J int.
incr.
incl.
IDI
hwy.
HW
horiz.
hex.
HES
hdwl.H gdr.
galv.
ga.G ftg.
fin.
FES
Fed.
f.f.F ext.
exp. jt.
exc.
EW
et ux et al
ER
EQ or eq.
EOP
engr(s).
emb.
elev.
El. 94.066 e
EE
dwg(s).
DLC
Dist.
dist.
diaph.
diag.
dia. or D
DI
DHV
decr.D culv.
CTSM
ctrs.
CS
cr.
corr.
cont.
constr. jt.
constr.
conc.
col.
Co.
CMP
clr.
c-c
CBCC
brg.
br.
BP
BM
BK
beg.
b.f.B asph.
appr.
alt.
AH
aggr.
ADT
abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall
Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve
WW
VPI
vph vert.
VV
typ.
TS
transv.
TCE
TBM
tan.
T.
TT
sym.
struc.
str.
stiff.
std.
sta.
ST
st.
spec.
spa.
shldr.
sec.
SC
SADT
SS
rte.
Rt. or RT
RH
ret. wall
Res.
res.
reqd.
reinf.
reconst.
rdwy.
rd.
R/W
R.
RR
quant., QtyQ pvmt.
PT
psi proj.
POT
POS
POC
pl.
PI
perf.
PCC
PCP
OD
o.f.
o.c.O
no. or # neg.
NC
NN
mtn(s).
mon.
min.
max.
matl.
maint.
mag.M
LW
Lt. or LT
LPSM
long.
lat.
lam.
LL
EROSION & SEDIMENT CONTROL SYMBOLS
joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement
Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline
Ø
Riprap
Rolled Erosion Control Product
Diversion Berm
Check Dam
Bonded Fiber Matrix Mulching
Fiber Roll (Slope Protection)
Temporary Inlet Protection
Silt Fence
Fiber Roll (Ditch and/or Cut Slope)
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d S
Y M N
M F T F
W B
A N
D .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
07/21/2022
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
Sheet 2 of 2
A3
JUT JUT
W A
T E
R within Project Limits
Protect existing vegetation
Curb (Stone, Concrete) pullbox (proposed)
Power and Communication
Septic Tank (existing)
Water meter (existing)
Water valve (existing)
High visibility Fence (Proposed)
Wheelstops (Existing)
Contour (Existing, Proposed)
Joint Utility Trench (JUT)
Accessible Parking Symbol (Proposed)
Portland Cement Concrete (Proposed)
Asphalt Concrete Pavement (Proposed)
36 31
36 31
6 1
ˆ
Treeline
Tree
MAPPING SYMBOLS
LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS
RIGHT-OF-WAY SYMBOLS
ROADWAY SYMBOLS
SIGN SYMBOLS
UTILITY SYMBOLS
Retaining Wall (Existing, Proposed)
Median & Side Barrier (Existing, Proposed)
Guardwall (Existing, Proposed)
Guardrail (Existing, Proposed)
GUARDRAIL, BARRIER & WALL SYMBOLS
Post Mounted (Existing, Proposed)
Portable (Proposed)
Delineator (Existing, Proposed)
Commercial (Existing, Proposed)
Signs
Telephone
Power
Fiber Optic
CATV
Overhead Utility Line (Existing, Proposed)
Water
Telephone
Sanitary Sewer
Power
Oil
Gas
Fiber Optic
CATV
Underground Utility (Existing, Proposed)
Telephone Pedestal (Existing, Proposed)
Telephone Booth (Existing, Proposed)
Street Light (Existing, Proposed)
Support Pole Anchor (Existing, Proposed)
Support Pole (Existing, Proposed)
Surface (Existing, Proposed)
Underground (Existing, Proposed)
Irrigation Ditch
999.9
Roadway Obliteration
Roadway Centerline (With Station ticks)
Proposed
Existing
Edge of Roadway
Toe of Fill
Transition
Top of Cut
Slope Stake Limits
Clearing/Construction Limits
Survey Control Point
Trail
Spot Elevation
Double Track
Single Track
Railroad
North Arrow
Coordinate Grid Tick
Building (Existing, Proposed)
Section Corner (Found)
Section Corner (Found, Projected)
Section Corner (Found, Projected)
Right-of-Way Line (Proposed)
Right-of-Way Line (Existing)
Property Line
Parcel Number
Monument (As described)
Temporary (Proposed)
Permanent (Proposed)
Permanent (Existing)
Easements
National Wildlife Refuge
National Park
National Forest
Bureau of Land Management
Bureau of Indian Affairs
Section
Section
Section
Township or Range Line
City
County
State
National
Boundaries
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d S
Y M N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
A4
SURVEY CONTROL
Tsankawi Site Survey Control
Frey Site Survey Control
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d C
T L N
M F T
N P B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
6000'3000'0
Scale in Feet
Pueblo
San Ildefonso
Los Alamos
Campground
Juniper Family
E Jemez Road
Pajarito Road
A5
SITE MAP
Rock
White
S a n ta F e .5 M ile s
MONUMENT
BANDELIER NATIONAL
UNIT
TSANKAWI
(HIGHLY RESTRICTED AREA)
NATIONAL LABORATORY
LOS ALAMOS
Bandelier National Monument Entrance.
directed by the CO.
materials unless otherwise
Maintain access to NPS storage and laydown.
area available for staging, Approximately 40' x 200'
See SCR section 105, and inset below.
Bandelier National Monument entrance.
area. Approximately 1000 ft SE of the
Staging, storage, and laydown
/- 1000 ft
NO SCALE
TSANKAWI PARKING LOT
NM FTNP/NPS BAND 910(1)
Project
FREY PARKING LOT
NM FTNP/NPS BAND 910(1)
Project
42 miles
To Jemez Pueblo
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d S
T E N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
A6
PARKING LOTS
TYPICAL SECTION
Hinge point
Cut slope
(variable)
2' limit
Slope stake asphalt lift)
(applied to top
Fog seal cut slope
Rounded asphalt lifts)
(applied between
Tack coat first asphalt lift)
(applied prior to
Prime coat
Placed in two lifts concrete pavement 3" Asphalt
Existing ground method 2 6" Roadway Aggregate, per plan Dimensions
(1.5% Target, 2% Max.)
See plan per plan Dimensions
(1.5% Target, 2% Max.)
See plan
Aggregate, Method 2
4" Roadway
3" Roadway Aggregate, Method 2
PARKING LOT
TSANKAWI & FREY
TYPICAL SECTION
asphalt lift)
(applied to top
Fog seal asphalt lifts)
(applied between
Tack coat first asphalt lift)
(applied prior to
Prime coat
Placed in two lifts concrete pavement 3" Asphalt method 2 6" Roadway Aggregate, Varies curb type
See plans for curb type
See plans for
See typical section for pavement section
B=1'F=1'
ENTRANCE ROAD
TSANKAWI PARKING LOT
TYPICAL SECTION
Varies Varies
SIDEWALK PLAN
Contraction Joint at mid-point for width >7'
A
A
NOTE:
3.
2.
1.
5' min.
(Except where Stone Curb is noted)
Concrete curb see details
Cut slope
(variable)
2' limit
Slope stake cut slope
Rounded
Existing ground
B=1'F=1'
Hinge point
Clearing and construction limits
Equal
Equal Equal Equal
Equal
Contraction Joint equal spacing
Varies ditch
Graded
1'
12.5' to 14.5'
Subgrade
12.5' to 14.5'
Subgrade
12' to 14' 12' to 14'
See Plans See Plans
1'
Concrete curb see details
1'Varies ditch
Graded
13' 13'
Traveled way Traveled way
Subgrade Subgrade 3
4'
Buffer
PAVEMENT DETAIL
MINOR CONCRETE
limit
Slope stake
3'
Clearing and construction limits
1'
2'
2'
EPHEMERAL STREAM
TYPICAL SECTION
5'
Va rie s
1:
Max 1:3 Max
Varies and Profile Point
Stream Alignment
13.5' 13.5'
(See plans for depth)
Concrete
Sidewalk, Colored
(1.5% Target, 2% Max.)
See plan
Aggregate, Method 2
4" Roadway
Concrete (See plans for depth)
Sidewalk, Colored
RANGER STATION
CONNECTING TO
SIDEWALK DETAIL
SECTION A-A
Pavement (Colored)
Minor Concrete
8' Typical
AT CURB
SIDEWALK DETAIL
SECTION A-A
1'
1:
1:
1:2 Max
1' cut slope
Rounded
(see Plan for extents)
Wood Rail Fence
1:2 max
1:3 typ . 1:3 typ.
1:2 max
1:3 typ
1:2 max
:2 t yp
1:
m ax
1:3 typ.
Fence (typ.)
Wood Rail
1:61:6
1:3 seeding requirements and Section 625 for mulching requirements.
Government (NPS) furnished seed. See Section 624 for topsoil placement, finishing, and
See grading plans for cross slope information.
slope ratios may be adjusted by the CO to assure adequate drainage and stability.
The gradient and width of ditches and the excavation and embankment
Topsoil, Seeding, and Mulching limits and Mulching limits Topsoil, Seeding, Blanket and construction limits Mulching, Rolled Erosion Control Clearing, Topsoil, Seeding, Blanket limits and Rolled Erosion Control Topsoil, Seeding, Mulching
Topsoil, Seeding, and Mulching limits
STATE PROJECT
A
M c p w w o r k in g c e n tr a l0 d T
Y P N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
Sheet and Description
B4 B5 B6
Erosion Control, Clearing, Survey, Grading, Restoration & Removals
Drainage, Curb, Surfacing, Signing & Temporary
Traffic Control
Utilities, Sidewalk, Fence
& Pavement Marking Allowance
Bid
Schedule
A0100 15101-0000 MOBILIZATION LPSM ALL
A0150 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL
A0200 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 2 2
A0250 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0300 15401-0000 CONTRACTOR TESTING LPSM ALL
A0350 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0400 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,195 35 1,230
A0450 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 700 50 750
A0500 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 7 3 10
A0550 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 3 3
A0600 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL
A0650 20103-0000 CLEARING AND GRUBBING SQYD 10,355 345 10,700
A0700 20301-1100 REMOVAL OF GATE EACH 1 1 Salvage to NPS
A0750 20301-2400 REMOVAL OF SIGN EACH 6 6 Salvage to NPS
A0800 20301-3400 REMOVAL OF WHEELSTOP EACH 7 7 Salvage to NPS
A0850 20302-0600 REMOVAL OF CURB, STONE LNFT 200 200 Salvage to NPS
A0900 20302-0700 REMOVAL OF FENCE LNFT 167 13 180
A0950 20302-2100 REMOVAL OF PIPE CULVERT LNFT 12 8 20
A1000 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH SQYD 560 40 600
A1050 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM All ALL
A1100 20315-0000 SAWCUTTING PAVEMENT LNFT 175 25 200
A1150 20401-0000 ROADWAY EXCAVATION CUYD 3,535 465 4,000
A1200 20441-0000 WASTE CUYD 85 115 200
A1250 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 36 4 40
A1300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,754 146 1,900
A1350 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 825 75 900
A1400 40601-0000 FOG SEAL TON 2.2 0.3 2.5
A1450 41101-1000 PRIME COAT, METHOD 1 TON 7.0 1.0 8.0
A1500 41105-0000 BLOTTER TON 7 3 10
A1550 41201-0000 TACK COAT TON 2.3 0.7 3.0
A1600 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH (COLORED) SQYD 138 7 145
A1650 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH DEPTH (COLORED) SQYD 100 100
A1700 60202-0600 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT (STAINED) LNFT 20 20 Apply weathering agent.
A1750 60211-1000 END SECTION FOR 36-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE Apply weathering agent.
CULVERT (STAINED) EACH 2 2
A1800 60405-0000 MANHOLE ADJUSTMENT EACH 2 2
A1850 60420-0000 OUTLET STRUCTURE (WEIR) EACH 1 1
A1900 60901-1000 CURB, CONCRETE, 12-INCH DEPTH (COLORED) LNFT 1,825 75 1,900
A1950 60901-5400 CURB, STONE, TYPE 2, 12-INCH DEPTH LNFT 330 20 350
A2000 61102-1100 1 1/2-INCH WATERLINE, COPPER LNFT 590 10 600
MileStone: 100%
Date Completed: 08/19/22
Report Date: 08/18/22
A
M
E
N
D
Line
Item
No.
Pay Item
Number
SUMMARY OF QUANTITIES - Schedule A -A u g -2
:0 P
M
Remarks and/or Determination of Estimated Quantity Pay Item Description Unit
Estimated
Quantities c p w w o rk in g \c e n tr a l0
\d
N M
F T N
P -N
P S B
A N
D
(1
S O
Q .x ls m
]S h e e t
STATE PROJECT
B1
NM FTNP/NPS BAND 910(1)
TSANKAWI & FREY PARKING
NM
SHEET
NUMBER
Tsankawi - PMIS NO.: 240232 DRAWING NO.: 315 174971
Frey - PMIS NO.: 240227 DRAWING NO.: 315 174970
Sheet and Description
B4 B5 B6
Erosion Control, Clearing, Survey, Grading, Restoration & Removals
Drainage, Curb, Surfacing, Signing & Temporary
Traffic Control
Utilities, Sidewalk, Fence
& Pavement Marking Allowance
Bid
Schedule
A2050 61105-0000 VALVE BOX EACH 1 1
A2100 61108-3000 ADJUST WATER METER EACH 1 1
A2150 61114-1500 WATER SYSTEM ACCESSORY, TIE-IN (CONNECT TO EXISTING) EACH 3 3
A2200 61501-0200 SIDEWALK, COLORED CONCRETE (4-INCH DEPTH) SQYD 168 27 195
A2250 61501-0200 SIDEWALK, COLORED CONCRETE (6-INCH DEPTH) SQYD 345 30 375
A2300 61503-1000 MEDIAN, CONCRETE (COLORED, 10-INCH DEPTH) SQYD 14 1 15
A2350 61504-1000 ACCESSIBILITY RAMP, CONCRETE (COLORED) SQYD 27 1 28
A2400 61901-0550 FENCE, BARB-LESS WIRE LNFT 565 45 610
A2450 61901-2250 FENCE, RAIL (WOOD RAIL) LNFT 421 29 450
A2500 61902-2100 GATE, METAL, 30 FEET WIDTH (AUTOMATIC) Automatic swing gate, EACH 1 1 complete
A2550 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20
A2600 62201-2050 ROLLER HOUR 20
A2650 62201-2750 MOTOR GRADER HOUR 20
A2700 62301-0000 GENERAL LABOR HOUR 50
A2750 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20
A2800 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 50
A2850 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST) LPSM ALL
A2900 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 4,990 110 5,100
A2950 62511-2000 SEEDING, HYDRAULIC METHOD (GOV. FURNISHED SEED) SQYD 4,990 110 5,100
A3000 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 4,990 110 5,100
A3050 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B SQYD 1,381 19 1,400
A3100 63301-0000 SIGN SYSTEM EACH 9 9
A3150 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN EACH 6 6
A3200 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 6,430 70 6,500
A3250 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW EACH 1 1
A3300 63405-0600 PAVEMENT MARKINGS, TYPE B, STRAIGHT/TURN ARROW COMBINATION EACH 1 1
A3350 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 4 4
A3400 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6
A3450 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50
A3500 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 15 15
A3550 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,691 9 1,700
A3600 63610-1600 CONDUIT, 2-INCH, PVC LNFT 3,972 28 4,000
A3650 63621-1000 UTILITY BOX, PULLBOX EACH 12 3 15
A3700 63622-0000 UTILITY TRENCH LNFT 1,198 52 1,250
A3750 63640-0600 RELOCATE COMMUNICATION LINE LPSM All ALL
A3800 63640-0700 RELOCATE ELECTRICAL LINE LPSM All ALL
A3850 64620-0600 REMOVE AND RESET TRASH RECEPTACLE EACH 1 1
-A u g -2
:0 P
M
MileStone: 100%
Date Completed: 08/19/22
Report Date: 08/18/22 c p w w o rk in g \c e n tr a l0
\d
N M
F T N
P -N
P S B
A N
D
(1
S O
Q .x ls m
]S h e e t
(2
SUMMARY OF QUANTITIES - Schedule A
A
M
E
N
D
Line
Item
No.
Pay Item
Number Pay Item Description Unit
Estimated
Quantities
Remarks and/or Determination of Estimated Quantity
STATE PROJECT
B2
NM FTNP/NPS BAND 910(1)
TSANKAWI & FREY PARKING
NM
SHEET
NUMBER
Tsankawi - PMIS NO.: 240232 DRAWING NO.: 315 174971
Frey - PMIS NO.: 240227 DRAWING NO.: 315 174970
B3
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d S
U M N
M F T F
W B
A N
D .D
G N
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
AND REMOVALS SUMMARIES
GRADING, RESTORATION
CLEARING, SURVEY,
EROSION CONTROL,
B4
P
M c p w w o r k in g c e n tr a l0 d S
U M N
M F T F
W B
A N
D .D
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
CONTROL SUMMARIES
AND TEMPORARY TRAFFIC
SURFACING, PERMANENT SIGN,
DRAINAGE, CURB,
B5
P
M c p w w o r k in g c e n tr a l0 d S
U M N
M F T F
W B
A N
D .D
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
MARKING SUMMARIES
SIDEWALK & PAVEMENT
UTILITIES, FENCE
100'50'0
D1
E a s t J e m e z R d
Typ.
NOTES:
1.
RESERVED
PARKING
18" x 9"
R7-8P
VAN
ACCESSIBLE
12" x 18"
R7-8
Station
Ranger
ONLY
T ra il
SITE PLAN
TSANKAWI PARKING LOT
PARK
CLOSED
Begin Curb, Concrete
End Curb, Stone
12 inch depth
Curb, Concrete
Pond
Stormwater
Existing Signs
Remove and Salvage
Fence, Typ.
Remove Existing right of way line/NPS boundary.
Install barb-less wire fence on Fence, Typ.
Remove Existing
Detail Plan
See Sidewalk
E=1648124.01
N=1767898.01
Tsankawi Parking Lot
NM FTNP/NPS BAND 910(1)
Begin Project
9'
R7-8
Wood rail fence
Wood rail fence
(Type B), typical
4" solid white parking stripe with concrete curb
Perpendicular curb ramp right of way fence
Remove existing removed by others traffic signal to be
Existing signs and
Begin Curb, Concrete
Curb, Stone. 12 inch depth salvage Existing Gate
Remove and
End Curb, Concrete
Begin Curb, Stone
= 112+97.77 East Jemez Rd
Begin Project Location for reference.
limits within NPS boundary intersection Project TCE
NM-4/E Jemez Rd
R7-8P
R7-8 and
Parallel curb ramp
R4-7
48" X 30"
SPECIAL 1
30" X 30"
SPECIAL 2
24" X 30"
R4-7
Existing Sign
Remove and Salvage as directed by the CO.
Method 2 to transition to Trail
Place Roadway Aggregate, slope stake limits
NM-4 Intersection Project
1' Typ.
SPECIAL 2 Sign
Protect existing vegetation limits
Clearing and Grubbing
See Special 615-A median, concrete
Mountable
Wood rail fence highway wire fence fence adjacent to
End wood rail
Special 634-B
See Pavement marking
Minor Concrete Pavement receptacle. See Special 646-A
Remove and reset trash wire fence.
Connect to highway
Begin barb-less fence.
fence.
End barb-less wire
Begin wood rail fence.
Pavement at shuttle Stop
Minor Concrete
Parking Area
Oversize vehicle
Mount SPECIAL 1 Sign on gate
Gate, Metal, 30 Feet Width (Automatic)
New Mexico Highway 4
Total bus areas = 2
Shuttle stop concrete pad = 1
Oversized vehicle parking area = 1
Total standard length stalls = 30
Accessible stalls = 2
Standard stalls = 28
Parking Count confirmation staking.
coordinate with CO to request NMDOT provide side-by-side sub-grade if intersection surfacing is in place, otherwise signing and striping. Field verify tie-in locations prior to finishing
5100480) improvements shown for reference only including
NMDOT East Jemez Road / NM 4 Intersection project (CN mulch in all parking islands
Place topsoil, seed and
STATE PROJECT
A
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
+00
+00
+00
+69
P
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
Station
Ranger
50'25'0
Scale in Feet
D2
Contraction joints 4' OC.
Contraction joints 4' OC.
Contraction joints 4.75' OC.
detail
See sheet A6 for Sidewalk
Contraction joints 6' OC.
6-inch concrete sidewalk
4-inch concrete sidewalk
4-inch concrete sidewalk
NOTES:
1.
ST01
ST02
ST03
ST04
ST05
ST06
ST07
ST08
ST09
ST10
ST11
ST12
ST13
ST14
ST44
ST16
ST17
ST18
ST19
ST20
ST21
ST22
ST23
ST24
ST28
ST29
ST30
ST31
ST32
ST33
ST34 ST35 ST36
ST37
ST38
ST39
ST42
ST43
R2
R1
R3
R4
R5
R6
R7
R11
R13
ST25
ST27
ST26 ST40 ST41
R8
R10
R12
ST46
ST47
R9
ST45
ST15
6' 6'
ST49
ST48
ST50
ST51
R14
BT01
BT02
BT04
BT03
Ranger station.
or greater and where it connects to is 12' 6-inch sidewalk where the width of sidewalk elevation of Ranger Station
Match flush at finish floor
SIDEWALK DETAIL PLAN
TSANKAWI PARKING LOT
R15
D3
GRADING PLAN
TSANKAWI PARKING LOT
6.
6%
2.3%
.5
4.9
2.3%
.3
NOTE:
1.
E a s t J e m e z R d
1:2 Slope
1:2 Slope
Grubbing limits
Clearing and
4%
Pond
Stormwater
Station
Ranger
Limits for Reference Only
Environmentally Sensitive Area
See geometric layout plan for the point elevations.
Intersection Project
Blend slope into
8%
5%
6.6% 4%
1.5%
.5
.5
See Special 604-A
Outlet structure.
and culvert profile sheet realignment. See stream
Ephemeral stream profile sheet stream and culvert
Drainage culvert. See
See Special 609-A riprap slope to ditch
Curb opening with
See Special 609-A riprap slope to ditch
Curb opening with
See Special 609-A riprap slope to ditch
Curb opening with typical sections
Ditch. See
See Special 609-A riprap slope to ditch
Curb opening with
New Mexico Highway 4 See Special 604-A area during construction.
Protect Stormwater Pond typical sections
Ditch. See
STATE PROJECT
A
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
6500 6500
6513651
65236
P
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
100'50'0
Scale in Feet
D4 Station
Ranger
GEOMETRIC LAYOUT PLAN
TSANKAWI PARKING LOT
PT01
PT02
PT03
PT04
PT05
PT06
PT07
PT08
PT09
PT10
PT11
PT12
PT13
PT14 PT15
PT16 PT17
PT18
PT19
PT21
PT22
PT24
PT25
PT26
PT27 PT28
PT29 PT30
PT31
PT32
PT33
PT34
PT35 PT36
PT37
PT38
PT39
PT40
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11 R12
R14
R13
R15 R16
PT20
PT23
PT41
PT42
PT45
PT43
PT44
PT46
PT47
PT48
PT49
PT52
PT53
PT50
PT55
PT51
PT54
R17
R19
R20
R18
DR02
DR01
DR03
DR04
DR05
DR06
DR07
DR08
DP10
DP11
DP12
DP13
DP14
DP15
R21
R23
R24
R25
R26
R22
6,485
6,490
6,495
6,500
6,505
1+00 2+00 3+00 4+00 5+00
6,485
6,490
6,495
6,500
6,505
Proposed grade
Existing ground alignment
Proposed stream
Pond
Stormwater
Existing
Grading. Match
4+05 End Stream
Grading. Match Existing
2+10 Begin Stream
Grading. Match Existing
2+10 Begin Stream
Access Sidewalk
Ranger Station
D5 profile
Proposed stream
Slope = -3.3%
Length = 20 Ft.
Pipe Arch with End sections
42"x29" (36" equivalent dia.)
Invert Elev = 6494.80'
Sta 2+65
L1L2 L3
C1
L4 C2 L5 C3
L6 L7 C4
L8
N 11° 42' 51" W
N 34° 27' 53" W
N 52° 11' 09" W
N 43° 12' 31" W
N 17° 56' 57" W
N 34° 55' 23" W
L1)
N 2° 40' 31" E
N 7° 32' 58" W
L2)
L3)
L4)
L5)
L6)
L7)
L8)
PI 2+54.76
R = 25.00'
T = 1.96'
L = 3.92'
D
PI 3+21.16
D
R = 25.00'
T = 5.60'
L = 11.02'
PI 3+62.48
R = 25.00'
T = 4.55'
D
L = 9.00'
PI 4+24.97
R = 25.00'
D
T = 6.09'
L = 11.94'
Curve = C1
Curve = C2
Curve = C3
Curve = C4
Invert Elev = 6494.14
Sta 2+85
N 1768282.29
E 1648138.69
N 1768370.17
E 1648080.44
N 1768330.69
E 1648093.23 E 1648077.81
N 1768432.46 ephemeral stream flow connects to existing
Undefined dispersed grubbing limits
Clearing and
See Special 251-A
Riprap Scour Protection
TSANKAWI PARKING LOT STREAM AND CULVERT PROFILE
Match Existing
4+05 End Stream Grading.
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d g n
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
65006500
V P I
E L
,4
.9
-7.500%
-3.300%
V P I
E L
,4
.9
V P I
E L
,4
.1
D6
E a s t J e m e z R d
UTILITY PLAN
TSANKAWI PARKING LOT
Station
Ranger
T ra il
(Location Approximate)
Existing Water line
(Location Approximate) and telephone lines
Existing underground power
CC
C C
Trench (JUT)
Joint Utility
Service line
New Water pullboxes
Communication
Power and pullboxes power and communications future connections by others at
End JUT spare conduits for
Reconnect existing services.
service line meter with new water
Connect to existing water
18" 18"
(TYP.) (TYP.)
Trench Backfill
Warning TapeWarning Tape
Sand Bedding (Typ.)
M in
T
Y P
M in
C o v e r
T
Y P
Bathrooms
PP
UTILITY TRENCH DETAIL
M in
18" Min.
JOINT UTILITY TRENCH DETAIL
G
Communication pullboxes
Power and
Communication pullboxes
Power and
Finished Grade
Subgrade Pavement Details
Sections for
See Typical bedding
Clean sand backfill
Compacted
Remove Water Meter
Remove Yard Hydrant
PP
G = 2" Spare (Future Gas)
P = 2" Power (Ranger Station + Gate) + Spares
C = 2" Telephone + Spares be relocated by others
Existing traffic signals to
1.
NOTE:
lines (Status 2) power, and communication
Relocate existing water, by LANL Electric (Status 3) relocation. Work to be completed
Existing power pole guy and anchor tank and drainfield (Status 4) on-site sanitary sewer septic
Preserve and protect existing existing, or install new utility services locations as needed to reconnect
Field verify existing utility connection within NM-4 (Status 4) all existing utilities
Preserve and protect
See Section 107 for additional information regarding the utility status.
NO SCALE
NO SCALE
For underground joint utility Power and Communication Conduit installation
New Mexico Highway 4
(Status 4) and water line fiber optic line protect existing
Preserve and
(New telephone service extension to demarcation point by Lumen)
Provide separate connection for metal gate operator.
with new conduit, conductor and communication line.
Connect to existing power and telephone service drops electrical requirements for gate operator.
gate. See Section 619 for additional conduit (future communication) for electric
Electrical conduit, pullbox and spare
STATE PROJECT
A
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
JUT
JUT
JUT
JUT JUT JUT JUT JUT
JUT
JUT
JUT
J U
T J U
T J U
T J U
T J U
T
TUJ
TUJ
T
UJ
T
UJ
W A
T E
R
A N
T E
N N
A
W A
T E
R
W A
T E
R
A N
T E
N N
A
W A
T E
RW
A
T E
R
W A
T E
R W
A T E
R
W A
T E
R
V E
N T
V E
N T
W A
T E
R
V E
N T
W A
T E
R
RESERVED
PARKING
12" x 18"
R7-8
18" x 9"
R7-8P
VAN
ACCESSIBLE
R7-8P
R7-8 and
12 inch depth
Curb, Concrete
STOP
30" x 30"
R1-1
24" x 24"
R5-2 limits
Clearing and Grubbing
C a m p g r o u n d R d pedestrian trail to campground
Preserve existing unimproved and wheelstops
Remove curb, pavement, 100'50'0
Scale in Feet
R7-8 stripe (Type B), typical
4" solid white parking R5-2
ENLARGED DETAIL
Detail, this sheet
See Enlarged
12 inch depth
Curb, concrete
12 inch depth
Curb, concrete
9' Typ.
curb ramp
Perpendicular
(Locations approximate)
Water utilities
Preserve existing Gas &
D7
SITE PLAN
FREY PARKING LOT
E = 1631288.74
N = 1744682.37
Frey Parking Lot
NM FTNP/NPS BAND 910(1)
Begin Project
Shuttle Stop
Concrete sidewalk for connection
Water Service
Trailhead
Frey
Sawcut pavement existing curbed island
Preserve and protect salvage Existing Stone
Remove Curb and existing curbed island
Preserve and protect at Shuttle Stop
Minor Concrete Pavement for future connection.
Cap water service line
24'7'90'7'24'
Parallel curb ramp
12 inch depth
Curb, concrete
8'
Place topsoil and mulch and mulch
Place topsoil
NO SCALE
Special 634-B
See Pavement Marking
Minor Concrete Pavement white parking stripe (Type B) vehicle parking with 4" solid
Restripe existing oversize
Sawcut pavement match existing
12-inch depth, Curb, Concrete stop bar
R1-1 and
Special 604-B manhole. See
Adjust sewer
Total bus areas = 1
Shuttle stop concrete pad = 1
Total standard length stalls = 49
Accessible stalls = 2
Standard stalls =47
Parking Count
Special 604-B manhole. See
Adjust sewer
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
W A T E R
U T I L I T
Y
P E
D E S
T A
L
W A
T E
R F
A U
C E
T
U T I L I T
Y
P E
D E S
T A
L
W A
T E
R F
A U
C E
T
D8
Scale in Feet
GRADING PLAN
FREY PARKING LOT
.5
NOTE:
1.
1:3 Slope limits
Clearing and Grubbing
C a m p g r o u n d R d existing trees
Preserve and protect existing trees
Preserve and protect existing trees
Preserve and protect
Limits for Reference Only
Environmentally Sensitive Area
See geometric layout plan for point elevations.
riprap slope outlet
Curb opening with
5%
5%
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
66706
D9
Scale in Feet
PF10
PF11
PF12
PF13
PF14
PF15
PF16
PF17
PF18
PF19
PF20
PF21
PF22
PF23
PF24
PF25
PF26
PF27
PF28
PF29
PF30
PF31
PF32
PF33 PF34
PF38
PF35
PF36
PF37
PF39
PF40
PF41
PF42
PF43
PF44
PF47
SF10
SF11
SF12
SF13
SF14
SF15
SF16
SF17
SF18
SF19
SF20
SF21
SF22
SF23
SF24
SF25
SF26
SF27
SF28
SF29
SF32
SF30
SF31
R1
R2
R3
R4
R5
R6 R7
R8R9
R10
R11
SF33
R12
R13
R14
R15
R16
PF45
PF46
GEOMETRIC LAYOUT PLAN
FREY PARKING LOT
SF34
SF37
SF36
SF35
SF38
PF48
PF49
this sheet
See Enlarged Detail
ENLARGED DETAIL
NO SCALE
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d P
L A N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
U T I L I T
Y
P E
D E S
T A
L
U T I L I T
Y
P E
D E S
T A
L
W A
T E
R F
A U
C E
T
E1
E a s t J e m e z R d
Rock Check dams
Station Ranger
Silt Fence
Fiber Roll at cut slopes
Plastic Fence
High Visibility Temporary
Silt Fence
Plastic Fence
High Visibility Temporary
Exit
Stabilized Construction protection area.
Plastic Fence at vegetation
High Visibility Temporary at Juniper Tree
High Visibility Temporary Plastic Fence
Control Product
Rolled Erosion
Control Product
Rolled Erosion
EROSION CONTROL PLAN
TSANKAWI PARKING LOT
New Mexico Highway 4
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d E
R S N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
6500 6500
E2
C a m p g r o u n d R d
100'50'0
Scale in Feet
EROSION CONTROL PLAN
FREY PARKING LOT
Silt fence exit
Stabilized construction
Temporary Plastic Fence
High Visibility area, or as directed by the CO
Fence around trees adjacent to a work
Place High Visibility Temporary Plastic
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d E
R S N
M F T F
W B
A N
D .d
U.S. DEPARTMENT OF TRANSPORTATION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
U T I L I T
Y
P E
D E S
T A
L
W A
T E
R F
A U
C E
T
U T I L I T
Y
P E
D E S
T A
L
W A
T E
R F
A U
C E
T
66706
SILT FENCE
6" min. trench
6" min.
18" min.
30" min.
24" min.
C157-50
NOTE:
4.
3.
2.
1.
6 ft. (max.)
fence support mesh = withoutPost spacing
10 ft. (max.)
fence support mesh =withPost spacing running around the ends.
fence up the slope to prevent water from
As the slope is constructed, curve the silt contours as closely as possible.
Install silt fence to follow the ground manufacturer's recommendations.
machine-sliced silt fence according to the slicing as approved by the CO. Install
Silt fence may be installed using machine
U
S E
R
E3
ELEVATION
PLAN
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
Flow Fi ll slo pe
Flow
T o e o f s lo p e
Flow
(undisturbed)
Existing ground
END POSTS DETAIL
PLAN
PLAN
END DETAIL
ELEVATION
Fi ll sl op e
Steel or wood post
Backfilled and compacted soil
Limits of clearing
Steel or wood post
Varies
Varies
See Note 3 for spacing
See Note 4
Fasten fabric to posts.
around each post one full turn.
Fold geotextile fabric
NO SCALE
PLAN
T o e o f s lo p e
Note 3See
Staple or tie
Top of posts tied together.
Posts driven tightly together.
Steel or wood posts
POSTS AT JOINTS
See End Posts Detail
End posts
Geotextile fabric
Staple or tie
SILT FENCE AS PERIMETER CONTROL
Fill
Existing ground
Sheet flow Silt fence
PLAN
SECTION A-A
A
A
Roadway
Edge of shoulder
Edge of shoulder
Toe of slope
Toe of slope
Posts Detail
See End
End posts
Silt fence
Fence support mesh (optional)
Section A fabric
Geotextile
Section B
Geotextile fabric
Geotextile
See Typical Section Sheet
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U.S. DEPARTMENT OF TRANSPORTATION
REVISED:
DETAIL
U.S. CUSTOMARY DETAIL
DETAIL APPROVED FOR USE
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
NOTE:
12" min.
FIBER ROLL
Maximum spacing (ft)
9" Ø Fiber Roll
Flow
12" min.
C le a r in g
L im it
S lo p e
S ta k e
INSTALLATION DETAIL
FIBER ROLL AS PERIMETER CONTROL
uphill side of fiber roll
Place excavated material on
U
S E
R
DETAIL
AT CULVERT OUTLET
FIBER ROLL
flared end section
Culvert inlet with
AT CULVERT INLET
FIBER ROLL
flared end section
Culvert outlet with Flow
D ire c tio n o f ru n o ff
Flow
FIBER ROLL LAPPING DETAIL
Stagger joints (typ.)
FIBER ROLL JOINT DETAIL
FIBER ROLL SLOPE LAYOUT
spacing table See Fiber Roll
Install fiber rolls along contours Wood stakes
Fiber Roll
Slope
Fiber Roll
Pay Limits
Pay Limits overlap 12" (min.)
Fill slope
C157-55 side of fiber roll material on uphill
Place excavated
Flow Flow
54" or larger
Culvert Size
24" or smaller
30" to 48"
9" Ø Fiber Roll length (ft)
FIBER ROLLS AT CULVERTS*
needed due to project-specific conditions.
top of the culvert inlet only. Adjust length as
*Approximate length shown for rolls across the
See note 6 control runoff culvert as needed to
Install fiber rolls below
6.
5.
4.
3.
2.
1.
disturbance.
and all water entering the culvert is crossing the disturbance is on both the road and around the culvert
Place fiber rolls all the way around the inlet when the under it.
water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact
For fiber rolls on bare soil, construct trenches parallel
Expose stakes 2" above top of fiber roll.
Drive stakes into undisturbed soil at least 12" deep.
from each end.
2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and
Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.
section of fiber roll, do not allow the fiber roll to
Install fiber rolls along slope contours. For any 20' to installation.
Repair all rills or gullies and properly compact prior
A A
Trench 2" min.
See no te 3
See no te 3
2" min.
Trench table for length requirements
See Fiber Rolls at Culverts culvert inlet
Install fiber rolls around table for length requirements
See Fiber Rolls at Culverts culvert outlet
Install fiber rolls around
Flow
Fiber roll roll 2" min.
Trench fiber
SECTION A-A
01/2011
E4
12/2017
NO SCALE
Flow
NO SCALE
1V:4H or flatter
Slope Gradient
1V:2H or steeper
STAKE DETAIL
uphill side of fiber roll
Place excavated material on
Fill or cut slope
FIBER ROLL SPACING TABLE*
project-specific conditions.
*Approximate spacing shown. Adjust spacing as needed due to
Between 1V:4H and 1V:3H
Between 1V:3H and 1V:2H
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
Adjust check dam spacing based on site-specific conditions.
Install check dams in ditches perpendicular to the flowline.
Repair all rills or gullies and properly compact prior to installation.
check dam device.
by the CO, to meet the functional requirements of the
Check dams of fiber riprap may be used as approved
4.
3.
2.
1.
157-A
E5
AASHTO M43 Size #3
Coarse Aggregate meeting
See plan
See plan
Place geotextile, Class 2, Type C over the entire area prior to placing the aggregate
50' Min
Provide full width of ingress/egress area
15' minimum
Depth (Typ.)
1' Min
Exist ing R oad
6"
6''
(ft)
12" (min.)
12" (min.)
See Note 1
See Note 1
6%
5%
4%
3%
2%
RIPRAP CHECK DAM
CROSS SECTION
V-DITCH
Class 1 riprap
(See Note 7)
CHECK DAM SPACING
RIPRAP
CROSS SECTION
FLAT-BOTTOM DITCH
SPACING (max.)
CHECK DAM
GRADE
DITCH
Class 1 riprap
STABILIZED CONSTRUCTION EXIT
ISOMETRIC VIEW
NOTES:
CONSTRUCTION EXIT
CHECK DAM AND
NO SCALE
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d A .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
SPECIAL
U.S. CUSTOMARY SPECIAL
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
18" (min.)
(min.)
18"
(min.)
12"
(Qmax = 5 cfs)
U
S E
R
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
G1
251-A
U.S. CUSTOMARY SPECIAL
40"±12"±24"12"±40"±
SECTION C-C
m in
WITH DITCH
PROTECTIVE APRON AT CULVERT OUTLET
H
D
SECTION D-D
D
4D
See note 2 Geotextile filter
See note 2 Geotextile filter or flatter
Sloped 1V:2H
Flowline m in
H m in
C
PLAN VIEW
END SECTION
CULVERT WITH STANDARD
S p a n
D ia o r
L
C
D
D
D D
D
PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES
OUTLET WITH DITCH
CLASS
RIPRAP
(CY)
QUANTITY
RIPRAP
ESTIMATED
(SY)
QUANTITY
GEOTEXTILE
ESTIMATED
(inches) D
SIZE
CULVERT
(feet) L
APRON
OF
LENGTH
(feet) H
APRON
OF
DEPTH
S e e P la n
Original ground
Proposed or material, 6-inch deep
Cover apron with native
Original ground Proposed or material, 6-inch deep
Cover apron with native
1/2 D
SCOUR PROTECTION
RIPRAP
SPECIAL
D it c h B o tt o m
W id th
1 12 1.5 9 18
SECTION
WITH END
36" eq.
(min.)
NO SCALE
A
A
L
Existing ground
Slope variable
L condition to fit field
F Waterway
PLAN VIEW
ELEVATION
Flowline original ground
Variable slope
Geotextile
SECTION A-A
NOTE:
m in
2.
1.
1:
1:2
Variable length
V a ri a b le l e n g th a s s h o w n i n t h e p la n s as shown in the plans to Subsection 714.01 (a).
Furnish geotextile materials conforming not be measured for payment.
Excavation for placement of riprap will
F at Curb openings
Curb line Curb opening ditch bottom
Existing or proposed
Class 1 (min.)
Placed riprap, ditch bottom
Existing or proposed
CURB OPENING AND POND OVERFLOW
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d A .d
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
P
M c p w w o r k in g c e n tr a l0 d S td
.d
FEDERAL LANDS HIGHWAY OFFICE
STANDARD
U.S. CUSTOMARY STANDARD
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
501-1
STANDARD APPROVED FOR USE --/----
MINOR CONCRETE PAVEMENT
9/2016
R1
NOTE:
3.
2.
1.
PLAN PLAN
PROFILE PROFILE
REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT
Traffic Traffic
Transverse contraction joint
THICKNESS
PAVEMENT
JOINT SPACING
TRANSVERSE
See Note 2See Note 2
Lap longitudinal and transverse reinforcement not as shown for joints in reinforced pavement.
for joints in plain portland cement concrete pavement
Provide the same type of dowel assemblies and tie bars
Transverse joint
Longitudinal joint
Tie bar
Dowel bar Dowel bar less than 15 inches.
(in) (ft)
6 = T <12
T < 6
(typ.)
24" ty p typ.
2" clear ty p c le a r ty p c le a r typ.
2" clear welded wire reinforcement or No. 4 bars
Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars
W6 x W6 welded wire
Slab reinforcement 4" x 4" -
See Detail C501-50 for joint and joint sealing details.
#6
#5
#5
(inches) (inches)
10 < T = 12
8 < T = 10
T = 8
" typ.8 3" - 8
" typ.8 3" - 8
" typ.8 3" - 8
" typ.8 3" - 8
" typ.8 3" - 8
" typ.8 3" - 8
9"9"
9"9"
18"18"
" - 1" typ.2
9"9"
" - 1" typ.2
18"18"
Smooth dowel @ 12" c-c
Smooth dowel @ 12" c-c
Deformed tie bar @ 30" c-c
" (typ.)8 3" - 8
" (typ.)8 3" - 8
Do not place tie bars within 15" of transverse joints.
" - 1" typ.2
Deformed tie bar @ 30" c-c
Smooth dowel @ 12" c-c
07/2013
C501-50
U
S E
R
R2
T
T
T/2
T
T/2
T
T/2
T
T/2
T
NOTE:
T/3
T/3
Tie Bar Diameter
Dowel Bar
NO SCALE
T
Thickness (T)
Pavement
T
T/3
T/2
T/3
CONTRACTION JOINT
DOWELED - TRANSVERSE
CONTRACTION JOINT
TIED - LONGITUDINAL
CONTRACTION JOINT
DOWEL BUTT - TRANSVERSE
CONSTRUCTION JOINT
TIED BUTT - LONGITUDINAL
CONSTRUCTION JOINT
DOWELED - TRANSVERSE
ISOLATION JOINT
UNDOWELED - LONGITUDINAL
ISOLATION JOINT
UNTIED - LONGITUDINAL
UNDOWELED - TRANSVERSE and
ISOLATION JOINT
Pavement surface
See Note 7 Joint Sealant
See Note 7 Joint Sealant
2 x joint width) (Diameter = Backer rod
2 x joint width)
(Diameter =
Backer rod Fixture or structure
Expansion cap
See Note 7 Joint Sealant joint material
Expansion
SAWED OR FORMED JOINT
JOINT SEALING DETAILS
CONSTRUCTION JOINT
CONSTRUCTION JOINT
PLAIN - TRANSVERSE or LONGITUDINAL
7.
6.
5.
4.
3.
2.
1.
is 2:1 or as recommended by sealant manufacturer.
silicone sealant is used, the width to depth shape factor
Maintain joint sealant shape factor of 1:1 except when construction with epoxy resin.
the tie bars and dowels into the existing concrete set into concrete during placement, drill and anchor
For construction joints, if tie bars and dowels are not approval.
planned construction joint locations to the CO for and longitudinal construction joints sparingly. Submit not included in the joint layout plan. Use transverse
Transverse and longitudinal construction joints are and length of the concrete surface.
Use expansion joint material extending the full depth
Install isolation joints when abutting a fixed structure.
Use deformed reinforcing bars for tie bars.
pavement.
and other steel used in the construction of concrete
Use epoxy-coated material for all tie bars, dowels, PAVEMENT JOINTS
MINOR CONCRETE
STATE PROJECT
P
M c p w w o r k in g c e n tr a l0 d C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U
S E
R
NUMBER
SHEET
NM
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
4.
3.
2.
1.
METAL ROUND PIPE CULVERT
METAL PIPE ARCH CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM
DIAMETER
VALENT
EQUI-
RADIUS
CORNER
MINIMUM
COVER
MINIMUM
SPAN x RISE
SIZE
PIPE ARCH
SIZE
PIPE ARCH
SPAN x RISE DIAMETER
VALENT
EQUI-
RADIUS
CORNER
MINIMUM
COVER
MINIMUM
COVER
MINIMUM
DIAMETER
SIZE
PIPE
SIZE
PIPE
DIAMETER COVER
MINIMUM
ALUMINUMSTEEL
of camber or increase the pipe culvert gradient.
elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet
When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.
from the top of the pipe to the top of the rigid pavements. Measure maximum fill height pavements, and to the top of the pavement for pipe culvert to the subgrade for flexible
Measure minimum cover from the top of the corrugation pipe.
Obtain approval before furnishing annular of helical lockseam and welded seam pipe.
corrugations are more restrictive than those
Fill heights for culvert pipe with annular lockseam and welded seam pipe only.
The fill heights in the table are for helical special analysis by the CO.
602-1
STANDARD APPROVED FOR USE 12/1993
REVISED: 4/1994 6/2005
METAL PIPE CULVERT
Fill heights exceeding 100 feet require
" CORRUGATIONS2
1" x 3
22 3" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE)
0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES
" CORRUGATIONS2
1" x 3
22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE)
0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES
INCHES
INCHES
142 x 91
137 x 87
128 x 83
117 x 79
112 x 75
103 x 71
95 x 67
87 x 63
83 x 57
81 x 59
77 x 52
73 x 55
71 x 47
66 x 51
64 x 43
60 x 46
57 x 38
49 x 33
42 x 29
35 x 24
28 x 20
24 x 18
21 x 15
17 x 13
INCHES
INCHES
3.5
INCHES
" CORRUGATIONS2
1" x 3
22 3" x 1" CORRUGATIONS
METAL THICKNESS (INCH/GAGE)
5" x 1" CORRUGATIONS
0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)
0.109/120.138/10 0.168/8
INCHES INCHES INCHES
103 x 71
95 x 67
87 x 63
81 x 59
73 x 55
66 x 51
64 x 43
60 x 46
57 x 38
49 x 33
42 x 29
35 x 24
28 x 20
24 x 18
21 x 15
17 x 13
INCHES
3.5
" CORRUGATIONS2
1" x 3
METAL THICKNESS (INCH/GAGE)
3" x 1" CORRUGATIONS
0.135/100.105/120.075/14
MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)
0.060/160.135/100.105/120.075/140.060/16
STATE PROJECT
NUMBER
SHEET
T1
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
NM
U c p w w o r k in g c e n tr a l0 d S td
.d g n
P
M
A u g u s t
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
NOTE:
2.
1.
SMOOTH SLEEVE BAND FLAT BAND
SEMI-CORRUGATED BAND
HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS
SLEEVE JOINT
SIDE VIEW SIDE VIEW SIDE VIEW
END VIEW
END VIEWEND VIEW
Oval Lug
Band Angle
Bar & Strap
Integral Flange Wedge and Strap
Stab type joint
Smoother sleeve with center stop.
DIAMETER
ROUND PIPE
SPAN × RISE
PIPE ARCH
CORRUGATION
W
Band Band
Band Bolts
Pipe
Band
Bolts
Angle
Pipe
BandBand
Bolts
Pipe heel and toe of angle of corrugation at fillet weld at crest
Rivet, spot weld, or
Angle
Wedge be used.
Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance
Other types of coupling bands or fastening specified in the Special Contract Requirements.
Watertight pipe joints are not required unless of corrugation at heel and toe of angle
Rivet, spot weld, or fillet weld at crest strap connector
Bolt, bar and
Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as [1]
For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the [2] dimension of the end corrugation in the pipe.
[1]COUPLING BANDS FOR METAL PIPE CULVERT
Use annular corrugated bands with pipes having annular corrugations or with helical pipe [3] the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses
CORRUGATED
ANNULAR
CORRUGATED
HELICALLY
[4]BANDS
CORRUGATED
SEMI-
[2]SIZE
[3]BANDS [5]BANDS
Band corrugation in pipe end with second annular around band meshes
Continuous corrugation
W
BoltsBand
WW
602-2
STANDARD APPROVED FOR USE 12/1993
REVISED: 4/1994 6/2005
MINIMUM BAND WIDTH (INCHES)
1 × 2
1 × 3
3 × 1
5 × 1 78 to 144
36 to 72
78 to 144
36 to 72
78 to 84
42 to 72
12 to 36
87 × 64 to 142 × 91
60 × 46 to 81 × 59
87 × 64 to 142 × 91
60 × 46 to 81 × 59
49 × 33 to 83 × 57
17 × 13 to 42 × 29
10.5
10.5
10.5
10.5
10.5
10.5
10.5
INCHESINCHESINCHES
rerolled with 3" × 1" pipe corrugations.
COUPLING BAND
METAL PIPE CULVERT
having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on
" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3
2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:
thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.
Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.
"2 1" × 3
2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.
diameter, required above 42" diameter
Second angle connection optional to 42" diameter, required above 42" diameter
Second angle connection optional to 42"
STATE PROJECT
NUMBER
SHEET
T2
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
TSANKAWI & FREY PARKING
NM FTNP/NPS BAND 910(1)
NM
U p w w o r k in g c e n tr a l0 d S td
.d g n u g u s t
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY STANDARD
STANDARD
FREY - PMIS NO.: 240227 DRAWING NO.: 315 174970
TSANKAWI - PMIS NO.: 240232 DRAWING NO.: 315 174971
NOTE:
[6]underdrain
Use helical corrugated bands with pipes having helically corrugated ends.[4]
[5]
[6]
" for 18" round culvert (21" × 15" pipe arch) or less8
" for 21" round culvert (24" × 18" pipe arch) or more2
See Section 704 for bedding and backfill requirements.
dimension of all pipe arch culverts.
H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.
designed exceeds the elevation of the inlet invert, reduce the curve.
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