(R03) SOUTHWESTERN REGION PRESCOTT NATIONAL FOREST
13
PROJECT LOCATION VICINITY MAP TRAVEL DIRECTIONS: SHEET OF United States Department of Agriculture Forest Service 01 13 FROM THE BRADSHAW RANGER DISTRICT OFFICE, TRAVEL NORTH ON CORTEZ STREET TOWARDS CARLETON STREET, FOR 0.4 MILES. TURN LEFT ONTO GURLEY STREET FOR 0.4 MILES. TURN RIGHT ONTO GROVE AVE FOR 0.3 MILES; ROAD MAKES SLIGHT LEFT AND BECOMES MILLER VALLEY ROAD, PROCEED FOR ANOTHER 0.8 MILES. TURN LEFT ONTO IRON SPRINGS ROAD, AND CONTINUE FOR ANOTHER 3.2 MILES. TURN LEFT ONTO EMMANUEL PINES ROAD / SPENCE SPRINGS ROAD. PROJECT WILL BE ON LEFT SIDE OF ROAD, 200 FEET FROM IRON SPRINGS ROAD. LATITUDE 34° 34' 40.04" N, LONGITUDE 112° 31' 42.54" W. BRADSHAW DISTRICT OFFICE 344 S. CORTEZ STREET PRESCOTT, AZ 86303 RECOMMENDED BY: APPROVED: FOREST ENGINEER DISTRICT RANGER DATE DATE DIRECTOR OF ENGINEERING DATE FOREST SUPERVISOR DATE DATE 2/20/19 10:57 MALANIZ D:\_PRESCOTT\_SPENCE SPRINGS\COVER PAGE.DWG; RO FACILITIES PROGRAM MANAGER SPENCE SPRINGS TRAILHEAD RECONSTRUCTION ARIZONA YAVAPAI COUNTY PRESCOTT NATIONAL FOREST (R03) SOUTHWESTERN REGION DWG SHEET G-01 INDEX OF SHEETS SHEET SHEET TITLE DATE G-01 COVER SHEET 2/5/2019 G-02 VICINITY MAP, PROJECT DESCRIPTION & SCHEDULE OF ITEMS 2/5/2019 S-01 SITE MAP 1/31/2019 S-02 SITE PLAN 1/31/2019 R-01 ROADWAY PLAN AND PROFILE 1/31/2019 R-02 TYPICAL ROADWAY CROSS SECTIONS AND CROSSWALK 2/5/2019 R-03 CULVERT INSTALLATION DETAILS 2/14/2019 D-01 ROADWAY AND PATHWAY DETAILS 2/14/2019 D-02 SINGLE VAULT COMFORT STATION INSTALLATION 2/14/2019 D-03 BARRIER ROCK AND PICNIC PAD DETAILS 2/14/2019 D-04 MINOR SITE ID SIGN AND BULLETIN BOARD DETAILS 2/14/2019 D-05 SIGN PLAN AND INSTALLATION DETAILS 2/14/2019 CS-01 CONSTRUCTION STAKEOUT PLAN 2/5/2019
FROM THE BRADSHAW RANGER DISTRICT OFFICE, TRAVEL NORTH
ON CORTEZ STREET TOWARDS CARLETON STREET, FOR 0.4 MILES.
TURN LEFT ONTO GURLEY STREET FOR 0.4 MILES. TURN RIGHT
ONTO GROVE AVE FOR 0.3 MILES; ROAD MAKES SLIGHT LEFT AND
BECOMES MILLER VALLEY ROAD, PROCEED FOR ANOTHER 0.8
MILES. TURN LEFT ONTO IRON SPRINGS ROAD, AND CONTINUE FOR
ANOTHER 3.2 MILES. TURN LEFT ONTO EMMANUEL PINES ROAD /
SPENCE SPRINGS ROAD. PROJECT WILL BE ON LEFT SIDE OF ROAD,
200 FEET FROM IRON SPRINGS ROAD. LATITUDE 34° 34' 40.04" N,
LONGITUDE 112° 31' 42.54" W.
BRADSHAW DISTRICT OFFICE
344 S. CORTEZ STREET
PRESCOTT, AZ 86303
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERINGDATE
FOREST SUPERVISOR DATE
DATE
2/20/1
9 10:
57 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\CO
VER
PAGE
.DW
G;
RO FACILITIES PROGRAM MANAGER
SPENCE SPRINGS TRAILHEAD
RECONSTRUCTION
ARIZONA
YAVAPAI COUNTY
PRESCOTT NATIONAL FOREST
(R03) SOUTHWESTERN REGION
DWG SHEET G-01
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET 2/5/2019
G-02
VICINITY MAP, PROJECT
DESCRIPTION & SCHEDULE OF
ITEMS
2/5/2019
S-01 SITE MAP 1/31/2019
S-02 SITE PLAN 1/31/2019
R-01 ROADWAY PLAN AND PROFILE 1/31/2019
R-02
TYPICAL ROADWAY CROSS
SECTIONS AND CROSSWALK
2/5/2019
R-03 CULVERT INSTALLATION DETAILS 2/14/2019
D-01 ROADWAY AND PATHWAY DETAILS 2/14/2019
D-02
SINGLE VAULT COMFORT STATION
INSTALLATION
2/14/2019
D-03
BARRIER ROCK AND PICNIC PAD
DETAILS
2/14/2019
D-04
MINOR SITE ID SIGN AND BULLETIN
BOARD DETAILS
2/14/2019
D-05
SIGN PLAN AND INSTALLATION
DETAILS
2/14/2019
CS-01 CONSTRUCTION STAKEOUT PLAN 2/5/2019
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\SP
ENCE
SPR
INGS
SIT
E DE
TAIL
S.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTRUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
VICINITY MAP, PROJECTDESCRIPTION &
SCHEDULE OF ITEMS
02/05/2019
Spence Springs Site Details.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
G-02
13 02
ESTIMATE OF QUANTITIES
ITEM
NO.
ITEM DESCRIPTION
PAY
UNIT
METHOD
OF MEAS
QUANT-
ITIES
NOTES
010250 CONSTRUCTION SURVEY AND STAKING
LUMP
SUM
LSQ ALL STAKEOUT POINTS PROVIDED IN THE DRAWINGS.
011900 MOBILIZATION
LUMP
SUM
LSQ ALL
022060 LOOSE RIPRAP ROCK CY CQ 46
PLACED ALONG DITCH LINE, AS SHOWN ON THE
DRAWINGS. WORK INCLUDES REQUIRED
EXCAVATION (66 CY) TO SUBGRADE.
101110
BULLETIN BOARD WITH ACCESSIBLE AREA,
INCLUDING AGGREGATE SURFACE
COURSE
LUMP
SUM
LSQ ALL
INCLUDES AGGREGATE SURFACING, GRADING
"G"
101400
SIGNS - REGULATORY & DIRECTIONAL
(ALUMINUM)
EACH AQ 10 INCLUDES SIGN POSTS
101415
ADDITIVE ITEM: MINOR SITE I.D. SIGN
(HDPE)
EACH AQ 1
129410ADDITIVE ITEM: SINGLE UNIT PICNIC PADS
EACH AQ 2
INCLUDES SITE PREPARATION AND GRADING,
TABLE, 3/8" MINUS SURFACING, AND
INSTALLATION OF FURNISHED PICNIC TABLE.
133401
ADDITIVE ITEM: SINGLE UNIT PRECAST
CONCRETE VAULT COMFORT STATION
EACH AQ 1
133460
ADDITIVE ITEM: PRECAST CONCRETE
VAULT COMFORT STATION INSTALLATION,
INCLUDING PATHWAYS/APRONS
LUMP
SUM
LSQALL
INCLUDES AGGREGATE SURFACING FOR THE
APRONS AROUND THE COMFORT STATIONS
(APPROX. 210 SF).
311000 CLEARING AND GRUBBING
LUMP
SUM
LSQ ALL
CLEARING AND GRUBBING WITHIN THE
CLEARING LIMITS DESIGNATED ON THE
DRAWINGS.
312100-1
PROJECT SITE PREPARATION AND
GRADING
LUMP
SUM
LSQ ALL
INCLUDES FOUNDATION PREPARATION FOR
BULLETIN BOARD, ROADWAYS AND PARKING
AREAS.
312100-2
ADDITIVE ITEM: PATHWAYS, INCLUDING
AGGREGATE SURFACING
LF AQ 55
321204
CRUSHED AGGREGATE SURFACE
COURSE FOR PARKING AREAS -
GRADING "G"
CY CQ 131
ROADWAY AND PARKING AREA SURFACING
ONLY
322205
BARRIER ROCKS (COMMERCIAL
SOURCE), FURNISHED AND PLACED
EACH AQ 20
PLACED WHERE STAKED IN THE FIELD BY THE
CONTRACTING OFFICER.
322622
PRECAST CONCRETE CURB - 6 FOOT
LENGTH
EACH AQ 14
322640
PAVEMENT MARKING - CROSSWALK, 5 FT
WIDE (REFLECTORIZED WHITE)
EACH AQ 1
329206 SEEDING
LUMP
SUM
LSQ ALL
PLACE OVER ALL FINISHED CUT AND FILL
SLOPES
332228
FURNISH AND INSTALL 24" CULVERT
PIPE, 2-2/3" X 1/2" CORRUGATIONS, 16
GAGE
LF AQ 30GALVANIZED STEEL, CORRUGATED METAL PIPE
PROJECT DESCRIPTON:
FURNISH THE NECESSARY MATERIALS TO RECONSTRUCT ONE (1) TRAILHEAD
PARKING AREA. WORK INCLUDES EXCAVATION AND SITE GRADING,
AGGREGATE SURFACING, PLACEMENT OF BARRIER ROCKS, PICNIC TABLE AND
CURB STOPS, AND INSTALLATION OF SIGNS, BULLETIN BOARDS AND PRECAST
CONCRETE COMFORT STATIONS AND VAULTS.
VICINITY MAP
PROJECT LOCATION
1 MILE
I
R
O
N
S
P
R
I
N
G
S
R
O
A
D
PRESCOTT
DEFINITIONS:
AQ ACTUAL QUANTITY
CQ CONTRACT QUANTITY
LSQ LUMP SUM QUANTITY
LS LUMP SUM
LF LINEAR FEET
CY CUBIC YARD
SF SQUARE FEET
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2
0
0
0
2
0
0
0
2
0
0
0
2
0
0
0
2
0
0
5
2
0
0
5
2
0
0
0
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\SP
ENCE
SPR
INGS
SIT
E DE
TAIL
S.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTRUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
SITE MAP
01/31/2019
Spence Springs Site Details.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
S-01
13 03
SURVEY CONTROL TABLE
STATION
POINT
NO.
NORTHING EASTING ELEVATION
CP 1 1 4871.055 5002.261 2000.24
CP 2 2 5000.000 5000.000 2000.00
CP 3 3 4809.638 4746.007 1998.57
1. IN THE EVENT THAT PREVIOUSLY UNDISCOVERED CULTURAL RESOURCES ARE
ENCOUNTERED DURING THE COURSE OF THE PROJECT, ALL
GROUND-DISTRUBING ACTIVITIES WILL BE HALTED UNTIL EVALUATED BY A
GOVERNMENT ARCHAEOLOGIST. IF NECESSARY, THE PROJECT MAY BE
MODIFIED IN ORDER TO PROTECT RESOURCES BEFORE WORK CONTINUES.
2. POINTS SHOWN IN TABLE ABOVE ARE IN USE SURVEY FEET, BASED ON AN
ARBITRARY COORDINATE SYSTEM
3. ROAD ALIGNMENT GEOMETRY, COORDINATES AND ELEVATION ARE PROVIDED
IN THE PLANSET.
4. NOTIFY THE CONTRACTING OFFICER OF ANY MISSING CONTROL POINTS PRIOR
TO STAKING FOR THE AFFECTED WORK. THE CONTRACTOR SHALL PROVIDE
THEIR OWN CONTROL POINTS AS NEEDED, IN ORDER TO COMPLETE THE
REQUIRED WORK.
5. ALL PROPERTY LINE FEATURES, SUCH AS FENCING AND CATTLEGUARDS,
SHALL NOT BE DISTURBED DURING CONSTRUCTION.
6. OAK TREE CLUSTERS SHOWN BELOW ARE APPROXIMATE LOCATIONS.
SHEET NOTES:
CONTROL POINT NOTE:
EACH CONTROL POINT WAS SET USING A NO. 4 X 18" LONG METAL
REBAR. THE CENTER OF THE REBAR WAS USED AS THE POINT WHERE
THE SURVEY EQUIPMENT WAS SET A TOP, AND LEVELED.
SITE MAP
SCALE 1" = 30'- 0"
EXISTING CATTLEGUARD
(TO REMAIN)
PROPERTY LINE
FENCE (TO REMAIN)
LEGEND:
MAJOR CONTOURS, 5-FT INTERVALS
MINOR CONTOURS, 1-FT INTERVALS
LARGE, INDIVIDUAL TREE
EXISTING
PARKING AREA
CP 1
CP 2
CP 3
TREE CLUSTER
CONTROL POINT
EMM
ANUEL PINES ROAD
EXISTING TRAIL
NON-FSR DIRT ROAD
ASPHALT PAVED ROADWAY
NATIVE SURFACE ROADWAY
TREE CLUSTER (OAKS), TYP
EXISTING GUARDRAIL
(TO REMAIN)
I
R
O
N
S
P
R
I
N
G
S
R
O
A
D
EDGE OF IRON SPRINGS
ROAD RIGHT OF WAY, 100
FT FROM CENTERLINE
(APPROX.)
Feet
0 30 60
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\SP
ENCE
SPR
INGS
SIT
E DE
TAIL
S.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTRUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
SITE PLAN
01/31/2019
Spence Springs Site Details.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
S-02
13 04
ADDITIVE ITEM: INSTALL NEW
SINGLE-VAULT PRE-CAST CONCRETE
COMFORT STATION (22 CY BACKFILL
FOR FOUNDATION PREPARATION)
INSTALL NEW BARRIER
ROCK (TYP.)
INSTALL NEW
ACCESSIBLE PARKING
STALL
INSTALL SIGN #6 -
VAN ACCESSIBLE
SIGN
ADDITIVE ITEM: INSTALL NEW
TWO-PANEL BULLETING
BOARD (6 CY BACKFILL)
ADDITIVE ITEM: INSTALL
NEW PICNIC PAD AND TABLE
(23 CY BACKFILL)
ADDITIVE ITEM: INSTALL
NEW PICNIC PAD AND
TABLE (3 CY BACKFILL)
ADDITIVE ITEM: INSTALL NEW
AGGREGATE SURFACED
PATHWAYS (TYP.)
CONSTRUCT NEW 14-STALL
AGGREGATE SURFACED
PARKING LOT
INSTALL SIGN #1 -
STOP SIGN
INSTALL SIGN #2 - DO
NOT ENTER SIGN
1. SEE "R" SHEETS FOR ROAD DESIGN.
2. SEE "D" SHEETS FOR SITE FURNISHING DETAILS.
3. SEE SHEETS "D-01" FOR PATHWAY DETAILS.
4. SEE SHEET "D-05" FOR SIGN INSTALLATION DETAILS.
5. EXCAVATED MATERIAL IS DESIGNATED AS UNCLASSIFIED, AND ALL
EARTHWORK VOLUMES SHOWN ARE MEASURED "IN-PLACE".
6. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND
APPROVED BY THE CONTRACTING OFFICER.
7. THE CONTRACTOR SHALL ONLY STAGE EQUIPMENT WITHIN THE CLEARING
LIMITS OF THE PROJECT. EQUIPMENT MAY ALSO BE STAGED ALONG PAVED
ROAD ADJACENT TO THE PROJECT, BUT NEVER ALONG IRON SPRINGS ROAD.
8. CLEARING LIMITS SHALL BE AS NOTED IN THE SPECIFICATIONS AND DRAWINGS.
THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO
WITHIN THE CLEARING LIMITS.
9. INCORPORATE EXCESS EXCAVATION INTO NEW FILLSLOPES.
SHEET NOTES:
Feet
0 30 60
SITE PLAN
SCALE 1" = 30'- 0"
INSTALL SIGN #3 -
TRAIL CROSSING
INSTALL SIGN #3 -
TRAIL CROSSING
INSTALL SIGN #5 - "SPENCE
SPRINGS TRAILHEAD"W/
RIGHT ARROW
INSTALL SIGN #4 - "SPENCE
SPRINGS TRAILHEAD"W/
LEFT ARROW
INSTALL SIGN #7- NOT
SUITABLE FOR RVS AND
TRAILERS
PLACE NEW CROSSWALK,
5 FEET WIDE
INSTALL NEW 24" X
30' CMP
INSTALL RIPRAP-ARMORED
DITCH (46 CY RIPRAP)
ADDITIVE ITEM: INSTALL
NEW HDPE SITE ID SIGN
BLOCK DIRT ROAD
WITH BARRIER ROCKS
EARTHWORK QUANTITIES
(IN PLACE VOLUME)
LOCATION
CUT (CY) FILL (CY)
ROADWAY AND PARKING AREA 148 124
ROADSIDE DITCH AND NEW CULVERT 66 0
COMFORT STATION FOUNDATION 0 22
PICNIC PAD (WEST)
0 23
PICNIC PAD (EAST)
0.3 1
PATHWAYS 0.5 1
TOTAL 215 169
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2
0
0
0
2
0
0
0
2
0
0
0
2
0
0
0
BP
: 0+00.00
PC: 0+14.52
PT
: 0+
63.05
PC
: 1+
50.57
PT
: 2+
00.3
5
EP
: 2+
08.4
9
0+
00
0
+
5
0
1+00
1+50
2+
00
2+
08
-2.0%
-2.0%
-2.0%
-2
.0%
1.8%
-
2
.
0
%
-
2
.
0
%
-3
.6
%
4.7%
ELE
VA
TIO
N (F
EE
T)
ELE
VA
TIO
N (F
EE
T)
STATION (FEET)
NEW ROAD CENTERLINE PROFILE
1990
2000
2010
1990
2000
2010
0+00 0+50 1+00 1+50 2+00 2+08
-1.40%
1.80%
5.6
1%
3.00%
ST
A =
0+
00 B
EG
IN
EL =
2001.5'
ST
A. 2+
08.49 E
ND
EL.=
2004.4'
PVI STA: 1+61.00
PVI ELEV: 2002.30
K: 5.25
LVC: 20.00
VC
S
TA
: 1+
51.00
VC
E
LE
V: 2002.12
VC
S
TA
: 1+
71.00
VC
E
LE
V: 2002.86
PVI STA: 0+63.99
PVI ELEV: 2000.56
K: 12.50
LVC: 40.00
VC
S
TA
: 0+
43.99
VC
E
LE
V: 2000.84
VC
S
TA
: 0+
83.99
VC
E
LE
V: 2000.92
LP STA: 0+61.49
LP ELEV: 2000.71
PVI STA: 1+86.49
PVI ELEV: 2003.73
K: 7.67
LVC: 20.00
VC
S
TA
: 1+
76.49
VC
E
LE
V: 2003.17
VC
S
TA
: 1+
96.49
VC
E
LE
V: 2004.03
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\SP
ENCE
SPR
INGS
SIT
E DE
TAIL
S.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTRUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
ROADWAY PLAN ANDPROFILE
01/31/2019
Spence Springs Site Details.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
R-01
13 05
EXCAVATION = 148 CY
BACKFILL = 124 CY
VERTICAL SCALE 1" = 10'
HORIZONTAL SCALE 1" = 20'
TRAILHEAD PARKING AREA
SCALE 1" = 20'
EMM
ANUEL PINES ROAD
32' (T
YP
.)
R
3
0
'
R
3
0
'
DAYLIGHT FILL
(TYP.)
CUT DAYLIGHT (TYP.)
6' LONG PRECAST
CONCRETE CURB
STOP (TYP.)
PARKING LOT
CORNER 32' OFFSET
FROM CENTERLINE
PARKING LOT CORNER 33.25'
OFFSET FROM CENTERLINE
EDGE OF TRAVEL
WAY (TYP.)
1
4
'
(
T
Y
P
.
)
R
1
0
'
R
1
0
'
R
1
0
' R
7'
R
1
0
'
R
1
0
'
R
2
0
'
R
2
0
'
25
' (T
YP
.)
R
2
0
'
R
1
0
'
R
2
0
'
INSTALL NEW 24" X 30'
CMP W/ RIPRAP AT INLET
AND OUTLET HEADWALLS
INSTALL NEW 24"
X 30' CMP
EXISTING
GROUND
FINISHED GRADE
SUBGRADE
1
4
'
(T
Y
P
.)
DRAINAGE DITCH -
RIPRAP ARMORED
DAYLIGHT FILL
(TYP.)
DAYLIGHT FILL
(TYP.)
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
℄
2% SLOPE
2% SLOPE
℄
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\SP
ENCE
SPR
INGS
SIT
E DE
TAIL
S.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTRUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
TYPICAL ROADWAYCROSS SECTIONSAND CROSSWALK
02/05/2019
Spence Springs Site Details.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
R-02
13 06
AutoCAD SHX Text
CLEARING LIMITS
AutoCAD SHX Text
CLEARING LIMITS
AutoCAD SHX Text
NOTES 1. SEE SPECIFICATION 322640 FOR SEE SPECIFICATION 322640 FOR PAVEMENT MARKING REQUIREMENTS. 2. PAVEMENT MARKINGS SHALL EXTEND PAVEMENT MARKINGS SHALL EXTEND ENTIRE WIDTH OF ROADWAY, PERPENDICULAR TO THE DIRECTION OF TRAVEL.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
AGGREGATE SURFACE COURSE, GRADING "G" - 6 INCH DEPTH
AutoCAD SHX Text
COMPACTED NATIVE BACKFILL
AutoCAD SHX Text
REFLECTORIZED WIHITE PAINT
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
AGGREGATE SURFACE COURSE, GRADING "G" - 6 INCH DEPTH
AutoCAD SHX Text
COMPACTED NATIVE BACKFILL
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
CLEARING LIMITS
AutoCAD SHX Text
CLEARING LIMITS
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
TRAILHEAD PARKING AREA STA 0+63 TO STA 1+53 (NOT TO SCALE)
AutoCAD SHX Text
CROSSWALK DETAIL (NOT TO SCALE)
AutoCAD SHX Text
TYPICAL ROADWAY SECTION STA 0+00 TO STA 0+63 AND STA 1+53 TO STA 2+08 (NOT TO SCALE)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\R-
03_C
ULVE
RT.IN
STAL
LATI
ON.D
WG;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
CULVERTINSTALLATION DETAILS
02/14/2019
R-03_Culvert.Installation.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
R-03
13 07
AutoCAD SHX Text
TYPICAL BEDDING DETAIL
AutoCAD SHX Text
TYPICAL BACKFILL DETAIL
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text
ROUND PIPES
AutoCAD SHX Text
PIPE - ARCH
AutoCAD SHX Text
TRENCHING
AutoCAD SHX Text
ROCK FOUNDATION
AutoCAD SHX Text
FLAT DITCH SECTION
AutoCAD SHX Text
IN INTERMITTENT DRAINAGE
AutoCAD SHX Text
THROUGH FILL CULVERT
AutoCAD SHX Text
LOOSE ROCK RIPRAP USED AS SLOPE PROTECTION
AutoCAD SHX Text
STREAM CHANNEL CULVERT
AutoCAD SHX Text
CROSS SECTION
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
TYPICAL CULVERT INSTALLATION
AutoCAD SHX Text
SECTION E-E
AutoCAD SHX Text
UP TO 24"
AutoCAD SHX Text
24" TO 108"
AutoCAD SHX Text
108" TO 189"
AutoCAD SHX Text
"F"
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
1/3 "S" MIN.
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
F
AutoCAD SHX Text
SPAN "S"
AutoCAD SHX Text
SPAN S
AutoCAD SHX Text
DIAMETER "D"
AutoCAD SHX Text
UP TO 24"
AutoCAD SHX Text
24" TO 72"
AutoCAD SHX Text
72" TO 108"
AutoCAD SHX Text
"F"
AutoCAD SHX Text
12" MIN.
AutoCAD SHX Text
1/2 "D" MIN.
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
YIELDING
AutoCAD SHX Text
FOUNDATION
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
ORIGINAL GROUND LINE
AutoCAD SHX Text
CULVERT TO MEET NATURAL GROUND LINE (SEE OUTLET DITCH NOTES) WHERE GRADE PERMITS
AutoCAD SHX Text
FILL SLOPES AS SHOWN ON TYPICAL OR STAKED
AutoCAD SHX Text
DITCH SLOPE TO FLOW LINE OF CULVERT TO BE SAME AS NORMAL DITCH SLOPE
AutoCAD SHX Text
BACKSLOPE IN TAPER SECTION TO BE SAME AS SLOPE ON EACH SIDE
AutoCAD SHX Text
ORIGINAL GROUND LINE
AutoCAD SHX Text
NORMAL BACKSLOPE
AutoCAD SHX Text
NOTE: EXCAVATION FOR WARPING OF SLOPE IS INCLUDED UNDER ROADWAY EXCAVATION
AutoCAD SHX Text
TOE OF FILL
AutoCAD SHX Text
TOE OF FILL
AutoCAD SHX Text
C.M.P.
AutoCAD SHX Text
TAPER INLET BASIN TO MEET NORMAL DITCH SECTION ±25' UPGRADE OR AS STAKED. CONSTRUCT DIKE INDITCH LINE ON DOWNSTREAM SIDE OF INLET BASIN WHEN NEEDED OR LEAVE THE DITCH UNCUT FOR 25' BELOW CULVERT.
AutoCAD SHX Text
DIRECTION OF FLOW
AutoCAD SHX Text
DITCH LINE
AutoCAD SHX Text
TOP OF CUT
AutoCAD SHX Text
TRANSITION AS STAKED
AutoCAD SHX Text
DITCH BOTTOM
AutoCAD SHX Text
TRANSITION AS STAKED
AutoCAD SHX Text
TOP OF CUT
AutoCAD SHX Text
DITCH LINE
AutoCAD SHX Text
ROAD SHOULDER
AutoCAD SHX Text
TOE OF FILL
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
ALIGN CULVERT WITH CHANNEL
AutoCAD SHX Text
ROAD SHOULDER
AutoCAD SHX Text
TOE OF FILL
AutoCAD SHX Text
STREAM CHANNEL
AutoCAD SHX Text
GEOTEXTILE LINER
AutoCAD SHX Text
EXTEND 6 INCHES BELOW STREAMBED AT OUTLET
AutoCAD SHX Text
LAY CULVERT A MINIMUM OF 6 INCHES BELOW NATURAL STREAM BOTTOM
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
2 FEET ABOVE HIGH WATER
AutoCAD SHX Text
BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMALY COMPACTED, AND SHAPED TO FIT THE BOTTOM OF THE PIPE.
AutoCAD SHX Text
SIX-INCH COMPACTED LAYERS TO DENSITY CALLED FOR IN THE SPECIFICATIONS.
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
D
AutoCAD SHX Text
RAISE INLET TO FORM SMALL DEBRIS BASIN
AutoCAD SHX Text
EVENTUAL GROUND LINE
AutoCAD SHX Text
LOOSE ROCK
AutoCAD SHX Text
CONSTRUCT OUTLET DITCH AS NEEDED
AutoCAD SHX Text
MINIMUM PIPE SIZE 18" OR 21" X 15"
AutoCAD SHX Text
CONSTRUCT TRAPEZOIDAL DITCH, 2 FEET WIDE AT BOTTOM, WITH 2:1 CHANNEL SLOPES CATCHING AT EXISTING GROUND. PLACE RIPRAP, 18 INCH MINUS GRADATION AT 18 INCH DEPTH.
AutoCAD SHX Text
CAMBER: PIPES SHALL BE CAMBERED AS PIPES SHALL BE CAMBERED AS PIPES SHALL BE CAMBERED AS PIPES SHALL BE CAMBERED AS SHALL BE CAMBERED AS SHALL BE CAMBERED AS BE CAMBERED AS BE CAMBERED AS CAMBERED AS CAMBERED AS AS AS NECESARY TO COMPENSATE FOR ANY TO COMPENSATE FOR ANY TO COMPENSATE FOR ANY COMPENSATE FOR ANY COMPENSATE FOR ANY FOR ANY FOR ANY ANY ANY ANTICIPATED SETTLEMENT IN THE FOUNDATION SETTLEMENT IN THE FOUNDATION SETTLEMENT IN THE FOUNDATION IN THE FOUNDATION IN THE FOUNDATION THE FOUNDATION THE FOUNDATION FOUNDATION FOUNDATION OR BED. NORMALLY, CAMBER IS 1% OF THE BED. NORMALLY, CAMBER IS 1% OF THE BED. NORMALLY, CAMBER IS 1% OF THE NORMALLY, CAMBER IS 1% OF THE NORMALLY, CAMBER IS 1% OF THE NORMALLY, CAMBER IS 1% OF THE CAMBER IS 1% OF THE CAMBER IS 1% OF THE IS 1% OF THE IS 1% OF THE 1% OF THE 1% OF THE OF THE OF THE THE THE PIPE LENGTH BUT NOT TO EXCEED 3/4 LENGTH BUT NOT TO EXCEED 3/4 LENGTH BUT NOT TO EXCEED 3/4 BUT NOT TO EXCEED 3/4 BUT NOT TO EXCEED 3/4 NOT TO EXCEED 3/4 NOT TO EXCEED 3/4 TO EXCEED 3/4 TO EXCEED 3/4 EXCEED 3/4 EXCEED 3/4 3/4 3/4 DIAMETER OF THE PIPE. CAMBER SHALL BE ON OF THE PIPE. CAMBER SHALL BE ON OF THE PIPE. CAMBER SHALL BE ON THE PIPE. CAMBER SHALL BE ON THE PIPE. CAMBER SHALL BE ON PIPE. CAMBER SHALL BE ON PIPE. CAMBER SHALL BE ON CAMBER SHALL BE ON CAMBER SHALL BE ON CAMBER SHALL BE ON SHALL BE ON SHALL BE ON BE ON BE ON ON ON A PARABOLIC CURVE, WITH NO POINT ALONG PARABOLIC CURVE, WITH NO POINT ALONG PARABOLIC CURVE, WITH NO POINT ALONG CURVE, WITH NO POINT ALONG CURVE, WITH NO POINT ALONG WITH NO POINT ALONG WITH NO POINT ALONG NO POINT ALONG NO POINT ALONG POINT ALONG POINT ALONG ALONG ALONG THE INVERT BEING HIGHER THAN THE INVERT AT INVERT BEING HIGHER THAN THE INVERT AT INVERT BEING HIGHER THAN THE INVERT AT BEING HIGHER THAN THE INVERT AT BEING HIGHER THAN THE INVERT AT HIGHER THAN THE INVERT AT HIGHER THAN THE INVERT AT THAN THE INVERT AT THAN THE INVERT AT THE INVERT AT THE INVERT AT INVERT AT INVERT AT AT AT THE INLET. FILL: A MINIMUM OF 1'0" OF COVER WILL BE A MINIMUM OF 1'0" OF COVER WILL BE A MINIMUM OF 1'0" OF COVER WILL BE A MINIMUM OF 1'0" OF COVER WILL BE MINIMUM OF 1'0" OF COVER WILL BE MINIMUM OF 1'0" OF COVER WILL BE OF 1'0" OF COVER WILL BE OF 1'0" OF COVER WILL BE 1'0" OF COVER WILL BE 1'0" OF COVER WILL BE OF COVER WILL BE OF COVER WILL BE COVER WILL BE COVER WILL BE WILL BE WILL BE BE BE REQUIRED OVER GALVANIZED STEEL PIPE. A OVER GALVANIZED STEEL PIPE. A OVER GALVANIZED STEEL PIPE. A GALVANIZED STEEL PIPE. A GALVANIZED STEEL PIPE. A STEEL PIPE. A STEEL PIPE. A PIPE. A PIPE. A A A A MINIMUM FLOW GRADE OF 2% WILL BE USED IN FLOW GRADE OF 2% WILL BE USED IN FLOW GRADE OF 2% WILL BE USED IN GRADE OF 2% WILL BE USED IN GRADE OF 2% WILL BE USED IN OF 2% WILL BE USED IN OF 2% WILL BE USED IN 2% WILL BE USED IN 2% WILL BE USED IN WILL BE USED IN WILL BE USED IN BE USED IN BE USED IN USED IN USED IN IN IN ANY INSTALLATION, PREFERRED FLOW GRADE OF INSTALLATION, PREFERRED FLOW GRADE OF INSTALLATION, PREFERRED FLOW GRADE OF PREFERRED FLOW GRADE OF PREFERRED FLOW GRADE OF FLOW GRADE OF FLOW GRADE OF GRADE OF GRADE OF OF OF 8% WILL BE USED WHERE POSSIBLE. TREATMENT OF DAMAGED SPELTER: THE OF DAMAGED SPELTER: THE OF DAMAGED SPELTER: THE DAMAGED SPELTER: THE DAMAGED SPELTER: THE SPELTER: THE SPELTER: THE THE THE THE DAMAGED OR CORRODED ENDS OF EXISTING OR CORRODED ENDS OF EXISTING OR CORRODED ENDS OF EXISTING CORRODED ENDS OF EXISTING CORRODED ENDS OF EXISTING ENDS OF EXISTING ENDS OF EXISTING OF EXISTING OF EXISTING EXISTING EXISTING METAL PIPE TO BE EXTENDED SHALL BE PIPE TO BE EXTENDED SHALL BE PIPE TO BE EXTENDED SHALL BE TO BE EXTENDED SHALL BE TO BE EXTENDED SHALL BE BE EXTENDED SHALL BE BE EXTENDED SHALL BE EXTENDED SHALL BE EXTENDED SHALL BE SHALL BE SHALL BE BE BE REMOVED. IF THE DAMAGED END IS FLAME CUT, IF THE DAMAGED END IS FLAME CUT, IF THE DAMAGED END IS FLAME CUT, IF THE DAMAGED END IS FLAME CUT, THE DAMAGED END IS FLAME CUT, THE DAMAGED END IS FLAME CUT, DAMAGED END IS FLAME CUT, DAMAGED END IS FLAME CUT, END IS FLAME CUT, END IS FLAME CUT, IS FLAME CUT, IS FLAME CUT, FLAME CUT, FLAME CUT, CUT, CUT, THE BURNED SPELTER ON THE GALVANIZED PIPE BURNED SPELTER ON THE GALVANIZED PIPE BURNED SPELTER ON THE GALVANIZED PIPE SPELTER ON THE GALVANIZED PIPE SPELTER ON THE GALVANIZED PIPE ON THE GALVANIZED PIPE ON THE GALVANIZED PIPE THE GALVANIZED PIPE THE GALVANIZED PIPE GALVANIZED PIPE GALVANIZED PIPE PIPE PIPE SHALL BE WIRE BRUSHED TO CLEAN METAL, AND BE WIRE BRUSHED TO CLEAN METAL, AND BE WIRE BRUSHED TO CLEAN METAL, AND WIRE BRUSHED TO CLEAN METAL, AND WIRE BRUSHED TO CLEAN METAL, AND BRUSHED TO CLEAN METAL, AND BRUSHED TO CLEAN METAL, AND TO CLEAN METAL, AND TO CLEAN METAL, AND CLEAN METAL, AND CLEAN METAL, AND METAL, AND METAL, AND AND AND THE AREA SHALL BE PAINTED WITH TWO COATS AREA SHALL BE PAINTED WITH TWO COATS AREA SHALL BE PAINTED WITH TWO COATS SHALL BE PAINTED WITH TWO COATS SHALL BE PAINTED WITH TWO COATS BE PAINTED WITH TWO COATS BE PAINTED WITH TWO COATS PAINTED WITH TWO COATS PAINTED WITH TWO COATS WITH TWO COATS WITH TWO COATS TWO COATS TWO COATS COATS COATS OF PAINT, HIGH IN ZINC CONTENT, FOR REPAIR PAINT, HIGH IN ZINC CONTENT, FOR REPAIR PAINT, HIGH IN ZINC CONTENT, FOR REPAIR HIGH IN ZINC CONTENT, FOR REPAIR HIGH IN ZINC CONTENT, FOR REPAIR IN ZINC CONTENT, FOR REPAIR IN ZINC CONTENT, FOR REPAIR ZINC CONTENT, FOR REPAIR ZINC CONTENT, FOR REPAIR CONTENT, FOR REPAIR CONTENT, FOR REPAIR FOR REPAIR FOR REPAIR REPAIR REPAIR OF THE GALVANIZED SURFACES.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
DITCH NOTES
AutoCAD SHX Text
2'
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
A
A
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
57 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\D-
01_R
OADW
AY.P
ATHW
AY.D
WG;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
ROADWAY ANDPATHWAY DETAILS
02/14/2019
D-01_Roadway.Pathway.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
D-01
13 08
AutoCAD SHX Text
OUTSLOPE 2%
AutoCAD SHX Text
2:1 CUT SLOPE
AutoCAD SHX Text
4" MIN. DEPTH COMPACTED SURFACE COURSE - REFER TO SECTION 321400.
AutoCAD SHX Text
COMPACTED FILL FROM EXCAVATED MATERIAL
AutoCAD SHX Text
2:1 SLOPE OR AS FIELD STAKED
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
4" MIN. DEPTH COMPACTED SURFACE COURSE - REFER TO SECTION 321400
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
2% OUTSLOPE
AutoCAD SHX Text
3:1 SLOPE, TYP
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
4" DEPTH AGGREGATE PATH
AutoCAD SHX Text
TYPICAL AGGREGATE PATH DETAIL (NO SCALE)
AutoCAD SHX Text
NOTE: 1. PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE CONTRACTING OFFICERS REPRESENTATIVE MAY APPROVE PATHS THAT SLOPE 8.33% FOR UP TO 50 FEET, OR 10% FOR UP TO 30 FEET. NO MORE THAN 15% OF THE TOTAL LENGTH OF A PATH MAY EXCEED AN 8.33% SLOPE. CROSS SLOPES SHOULD NOT EXCEED 2% BUT MAY BE UP TO 3% TO ENSURE PROPER DRAINAGE. 2. PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND (WHERE POSSIBLE) AS SHOWN ON THESE DRAWINGS.
AutoCAD SHX Text
ON-GRADE SECTION
AutoCAD SHX Text
CUT AND FILL SECTION
AutoCAD SHX Text
COLORED CONCRETE CURB STOP
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
PRE-DRILLED HOLE
AutoCAD SHX Text
ANCHOR SPIKE - 3 REQUIRED PER CURB
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
NOTES: 1. SEE SPECIFICATION 322622 FOR WHEEL SEE SPECIFICATION 322622 FOR WHEEL STOP STYLE AND SIZE. 2. INSTALL PER MANUFACTURERS INSTALL PER MANUFACTURERS SPECIFICATIONS.
AutoCAD SHX Text
PARKING SPACE DIMENSIONS (NO SCALE)
AutoCAD SHX Text
CONCRETE CURB STOP DETAIL (NO SCALE)
AutoCAD SHX Text
EDGE OF PARKING AREA
AutoCAD SHX Text
DESIGNATED VAN-ACCESSIBLE PARKING SPACE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
AGGREGATE SURFACED PARKING AREA
AutoCAD SHX Text
2% MAX.
AutoCAD SHX Text
2% MAX.
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
59 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\D-
02_V
AULT
TOI
LET.
DWG.
DWG;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
SINGLE VAULTCOMFORT STATION
INSTALLATION
02/14/2019
D-02_Vault Toilet.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
D-02
13 09
AutoCAD SHX Text
NOTES: 1. COMFORT STATION SHALL BE MODEL: SINGLE GUNNISON MANUFACTURED BY COMFORT STATION SHALL BE MODEL: SINGLE GUNNISON MANUFACTURED BY CXT INCORPORATED OR AN APPROVED EQUAL. SEE SPECIFICATIONS SECTION 133401. 2. ENTRY DOORS SHALL BE KEYED DEADBOLT, INCLUDING AN EXTERIOR PULL ENTRY DOORS SHALL BE KEYED DEADBOLT, INCLUDING AN EXTERIOR PULL HANDLE AND INTERIOR PUSH PLATE ON DOOR. 3. ALL DEADBOLTS SHALL BE FOREST SERVICE YALE LOCK, BUILT TO ACCEPT ALL DEADBOLTS SHALL BE FOREST SERVICE YALE LOCK, BUILT TO ACCEPT GOVERNMENT FURNISHED YALE LOCKSET. 4. THE CONTRACTOR SHALL HAVE FOUNDATION PAD COMPLETED A MINIMUM THE CONTRACTOR SHALL HAVE FOUNDATION PAD COMPLETED A MINIMUM 48 HOURS PRIOR TO THE ARRIVAL OF THE CXT INSTALLER.
AutoCAD SHX Text
AGGREGATE SURFACED APRON AROUND COMFORT STATION (TYP.)
AutoCAD SHX Text
ROOFLINE
AutoCAD SHX Text
OUTSIDE EDGE OF APRON
AutoCAD SHX Text
EDGE OF VAULT (DISTANCE VARIES)
AutoCAD SHX Text
2%
AutoCAD SHX Text
IMPORT BORROW TO CONSTRUCT FOUNDATION PAD
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
FINISH FLOOR ELEVATION
AutoCAD SHX Text
2%
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
BACKFILL WITH SELECT MATERIAL AND COMPACT
AutoCAD SHX Text
AGGREGATE LEVELING COURSE 6" DEPTH
AutoCAD SHX Text
VAULT
AutoCAD SHX Text
EXCAVATE HOLE APPROXIMATELY 2' WIDER ON EACH SIDE OF THE VAULT
AutoCAD SHX Text
NOTES: 1. FINAL GRADING SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS AT 2% SLOPE. FINAL GRADING SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE BUILDINGS AT 2% SLOPE. 2. PATHWAYS AROUND THE BUILDINGS SHALL BE CONSTRUCTED AS SHOWN IN PATH INSTALLATION PATHWAYS AROUND THE BUILDINGS SHALL BE CONSTRUCTED AS SHOWN IN PATH INSTALLATION DETAIL ABOVE.
AutoCAD SHX Text
*SINGLE-UNIT VAULT SIZE IS APPROXIMATELY SINGLE-UNIT VAULT SIZE IS APPROXIMATELY 14'-7" X 6'-10" X 4'-4" DEEP
AutoCAD SHX Text
APRON SEE DETAIL ABOVE
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
2% OUTSLOPE
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
4" DEPTH AGGREGATE. REFER TO SECTION 321400.
AutoCAD SHX Text
COMFORT STATION WALL & FLOOR
AutoCAD SHX Text
BACKFILL WITH NATIVE SOIL TO TOP OF FINISHED SIDEWALK
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
AGGREGATE APRON PATH INSTALLATION (NO SCALE)
AutoCAD SHX Text
COMFORT STATION VAULT INSTALLATION (NO SCALE)
AutoCAD SHX Text
SINGLE-UNIT VAULT COMFORT STATION LAYOUT (NO SCALE)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
59 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\D-
03_P
ICNI
C.PA
D_BA
RRIE
R.RO
CK.D
WG;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
BARRIER ROCK ANDPICNIC PAD DETAILS
02/14/2019
D-03_Picnic.Pad_Barrier.Rock.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
D-03
13 10
AutoCAD SHX Text
J. SNYDER 4-8-87
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
U
AutoCAD SHX Text
T
AutoCAD SHX Text
L
AutoCAD SHX Text
U
AutoCAD SHX Text
C
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
G
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
M
AutoCAD SHX Text
T
AutoCAD SHX Text
R
AutoCAD SHX Text
A
AutoCAD SHX Text
P
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
24"
AutoCAD SHX Text
33"
AutoCAD SHX Text
65"
AutoCAD SHX Text
11"
AutoCAD SHX Text
92"
AutoCAD SHX Text
32"
AutoCAD SHX Text
14"
AutoCAD SHX Text
4"
AutoCAD SHX Text
10"
AutoCAD SHX Text
15'-7"
AutoCAD SHX Text
COMPACTED NATIVE BACKFILL
AutoCAD SHX Text
AGGREGATE SURFACE COURSE - 4 INCH DEPTH. REFER TO SECTION 321400.
AutoCAD SHX Text
2:1 (TYP.)
AutoCAD SHX Text
2:1 (TYP.)
AutoCAD SHX Text
CLEARING LIMITS
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text
EDGE OF PICNIC PAD
AutoCAD SHX Text
48"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
13'-5"
AutoCAD SHX Text
(MIN.)
AutoCAD SHX Text
48"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
2% SLOPE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
NOTES: 1. SET FRACTURED OR SOILED SIDE OF ROCK INTO SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH. WEATHERED SIDE SHOULD FACE UP. 2. PLACE BARRIER ROCKS SO THEY APPEAR AS PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL AVOID PLACING IN LONG ROWS WITH EQUAL SPACING. 3. ROCKS WITHIN CONSTRUCTION AREA FOR ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE SHALL BE APPROVED BY THE CONTRACTING OFFICER. 4. SEE SPECIFICATION 322205 FOR BARRIER ROCK SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE.
AutoCAD SHX Text
24" MAX.
AutoCAD SHX Text
1/3 DEPTH MIN.
AutoCAD SHX Text
36" (MIN. SPACING)
AutoCAD SHX Text
60" (MAX. SPACING)
AutoCAD SHX Text
4'-0" (MIN. SPACING)
AutoCAD SHX Text
4'-9" (MAX. SPACING)
AutoCAD SHX Text
EDGE OF ROAD
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
18" MIN.
AutoCAD SHX Text
ACTUAL SPACING SHALL BE AS STAKED
AutoCAD SHX Text
EXISTING TREES
AutoCAD SHX Text
EXISTING TREES
AutoCAD SHX Text
36" (MIN. SPACING)
AutoCAD SHX Text
60" (MAX. SPACING)
AutoCAD SHX Text
60" MAX.
AutoCAD SHX Text
ROCK BARRIER DETAIL NTS
AutoCAD SHX Text
ELEVATION VIEW
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
PICNIC TABLE NOTES: 1. TABLE SHALL BE MODEL #100FSS, 92" LONG TABLE SHALL BE MODEL #100FSS, 92" LONG SMOOTH TOP PICNIC TABLE WITH SMOOTH STYLE FS LEGS, 24" LEG INSET, FS LOGO FORMED IN SUPPORT, PADRE BROWN, INTEGRAL COLORED CONCRETE OR APPROVED EQUAL. 2. AVAILABLE FROM: AVAILABLE FROM: OUTDOOR CREATIONS, INC. 2270 BARNEY RD. ANDERSON CA, 96007 PHONE: 530.365.6106 FAX: 530.365.5129
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
PICNIC TABLE AND PAD DETAIL (NO SCALE)
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
PLAN
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
59 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\D-
04_M
INOR
.SIT
EID_
BULL
ETIN
.BOA
RD.D
WG;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
MINOR SITE ID SIGN &INFORMATION BULLETIN
BOARD DETAILS
02/14/2019
D-04_Minor.SiteID_Bulletin.Board.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
D-04
13 11
AutoCAD SHX Text
PRESCOTT National Forest
AutoCAD SHX Text
SPENCE SPRINGS TRAILHEAD
AutoCAD SHX Text
NATIVE SOIL
AutoCAD SHX Text
FINISHED AGGREGATE SURFACE
AutoCAD SHX Text
INSTALL 2-PANEL METAL BULLETIN BOARD (SEE NOTES)
AutoCAD SHX Text
NOTES: 1. BULLETIN BOARD SHALL BE MODEL: PREFABRICATED METAL 6"X6" BULLETIN BOARD SHALL BE MODEL: PREFABRICATED METAL 6"X6" 2-PANEL (48"X48") ANGLE BULLETIN BOARD WITH GREEN SHED ROOF, (PART #03-450-L). MANUFACTURED WITH BROWN POWDER COAT FINISH AS MANUFACTURED BY ROCKART SIGNS AND MARKERS 3006 N. MAPLE, MESA, ARIZONA 85214. 480-854-3400 OR APPROVED EQUAL. 2. BILLBOARD KIT PARTS INCLUDE POWDER COATED METAL FRAME BILLBOARD KIT PARTS INCLUDE POWDER COATED METAL FRAME WITH TUBULAR STEEL POSTS (PART #30-456), POWDER COATED BROWN MOUNTING BOARDS WITH FRAMING ONE PANEL WITH "PRESCOTT National Forest" ON TOP AND "SPENCE SPRING TRAILHEAD" ON BOTTOM AND ONE PANEL WITH "INFORMATION" ON TOP ONLY IN YELLOW AS SHOWN IN THE DRAWINGS (PART #03-605), AND FIXTURES NECESSARY FOR INSTALLATION (PART #03-524) AND TAMPER RESISTANT BOLTS AS MANUFACTURED BY ROCKART SIGNS AND MARKERS 3006 N. MAPLE, MESA, ARIZONA 85214. 480-854-3400 OR APPROVED EQUAL. VERIFY WITH MANUFACTURER FOR ALL NECESSARY PARTS FOR INSTALLATION. INSTALL "PRESCOTT NATIONAL FOREST" AND "SPENCE SPRINGS TRAILHEAD" PANEL ON LEFT SIDE, AND "INORMATION" PANEL ON RIGHT SIDE 3. SEE SPECIFICATION 101110 FOR ADDITIONAL REQUIREMENTS.SEE SPECIFICATION 101110 FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
INFORMATION
AutoCAD SHX Text
BULLETIN BOARD TYPICAL DETAIL NTS
AutoCAD SHX Text
CONCRETE FOOTING TYP.
AutoCAD SHX Text
Spence Springs
AutoCAD SHX Text
TRAILHEAD
AutoCAD SHX Text
H
AutoCAD SHX Text
L
AutoCAD SHX Text
Facility Name
AutoCAD SHX Text
FACILITY TYPE
AutoCAD SHX Text
5'-0"
AutoCAD SHX Text
3'-0" (MIN.)
AutoCAD SHX Text
35 X SIGN LENGTH
AutoCAD SHX Text
4" X 6" TREATED POST (TYP.)
AutoCAD SHX Text
NATIVE SOIL WITH APPROVED COMPACTED BACKFILL AROUND POSTS (TYP.)
AutoCAD SHX Text
SIGN BOARD RSEC-C (SEE FS MANUAL EN-7100-15)
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
NOTES 1. DIMENSIONS FOR SIGN INSTALLATION ARE DIMENSIONS FOR SIGN INSTALLATION ARE SCHEMATIC. 2. SIGNS WILL BE LOCATED BY THE CONTRACTING SIGNS WILL BE LOCATED BY THE CONTRACTING OFFICER. 3. SEE SPECIFICATION 101415 FOR SIGN POST SEE SPECIFICATION 101415 FOR SIGN POST MATERIALS AND SPECIFICATION 101415 FOR HDPE SIGN FABRICATION. 4. ALL SIGNS SHALL BE INSTALLED USING VANDAL ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND NUTS. 5. ALL SIGNS SHOULD BE IN ACCORDANCE WITH FS ALL SIGNS SHOULD BE IN ACCORDANCE WITH FS MANUAL EM 7100-15 CHAPTER7B.
AutoCAD SHX Text
MINOR SITE ID SIGN TYPICAL (REQUIRES DOUBLE 4" X 6" POST BASE)
AutoCAD SHX Text
TOP LEGEND BROWN LETTER (FEDERAL STANDARD 595 NO. 20059) ON YELLOW-CREAM (FEDERAL STANDARD 595 NO. 23695) BACKGROUND BOTTOM LEGEND YELLOW-CREAM (FEDERAL STANDARD 595 NO. 23695) ON BROWN LETTER (FEDERAL STANDARD 595 NO. 20059) BACKGROUND
AutoCAD SHX Text
MINOR SITE ID SIGN RSE-C TABLE
AutoCAD SHX Text
SIGN #
AutoCAD SHX Text
SIGN PANEL TEXT
AutoCAD SHX Text
PANEL DIMENSIONS
AutoCAD SHX Text
LAYOUT DIMENSIONS MEASURED FROM BOTTOM OF PANEL (INCHES)
AutoCAD SHX Text
LETTER SIZE (INCHES)
AutoCAD SHX Text
MATERIAL
AutoCAD SHX Text
FACILITY NAME (UPPER PANEL)
AutoCAD SHX Text
FACILITY TYPE (LOWER PANEL)
AutoCAD SHX Text
H
AutoCAD SHX Text
L
AutoCAD SHX Text
R
AutoCAD SHX Text
S
AutoCAD SHX Text
A
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
FACILITY NAME ASA SERIES D (INITIAL CAPS LOWER CASE)
AutoCAD SHX Text
FACILITY TYPE ASA SERIES D (UPPER CASE)
AutoCAD SHX Text
MS1
AutoCAD SHX Text
Spence Springs
AutoCAD SHX Text
TRAILHEAD
AutoCAD SHX Text
24
AutoCAD SHX Text
60
AutoCAD SHX Text
4
AutoCAD SHX Text
4 3/4
AutoCAD SHX Text
5
AutoCAD SHX Text
13
AutoCAD SHX Text
16 1/4
AutoCAD SHX Text
5
AutoCAD SHX Text
5
AutoCAD SHX Text
HDPE
AutoCAD SHX Text
AGGREGATE SURFACE COURSE 4 INCH DEPTH. REFER TO SECTION 321400.
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
RESERVE
PARKING
VAN ACCESSIBLE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
59 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\D-
05_S
IGN.
INST
ALLA
TION
_TEL
SPAR
.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
SIGN PLAN ANDINSTALLATION DETAILS
02/14/2019
D-05_Sign.Installation_Telspar.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
D-05
13 12
AutoCAD SHX Text
12" WIDE VAN ACCESSIBLE SIGN
AutoCAD SHX Text
2-1/2" X 2-1/2"" TELSPAR POST (TYP.). SEE MOUNTING DETAIL.
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
GREEN LEGEND AND BORDER/ WHITE SYMBOL ON BLUE BACKGROUND ON WHITE MAJOR BACKGROUND
AutoCAD SHX Text
SIGN BOARD
AutoCAD SHX Text
LETTER SIZE VARIES
AutoCAD SHX Text
SEE MOUNTING DETAIL BELOW (TYP.)
AutoCAD SHX Text
REFLECTIVE WHITE LEGEND ON REFLECTIVE BROWN BACKGROUND (TYP.)
AutoCAD SHX Text
2-1/2" X 2-1/2"" TELSPAR POST (TYP.) SEE MOUNTING DETAIL.
AutoCAD SHX Text
ACCESSIBLE PARKING SIGN
AutoCAD SHX Text
SINGLE POST SIGN
AutoCAD SHX Text
DOUBLE POST SIGN
AutoCAD SHX Text
SIGN INSTALLATION DETAILS
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
SIGN LIST
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
SIGN #
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
SIZE NOTES
AutoCAD SHX Text
COLOR
AutoCAD SHX Text
#1
AutoCAD SHX Text
STOP SIGN
AutoCAD SHX Text
R1-1-24
AutoCAD SHX Text
1
AutoCAD SHX Text
30"X30"
AutoCAD SHX Text
WHITE ON RED
AutoCAD SHX Text
#2
AutoCAD SHX Text
DO NOT ENTER
AutoCAD SHX Text
R5-1
AutoCAD SHX Text
1
AutoCAD SHX Text
30"X30"
AutoCAD SHX Text
RED ON WHITE
AutoCAD SHX Text
#3
AutoCAD SHX Text
TRAIL CROSSING
AutoCAD SHX Text
W11-15A
AutoCAD SHX Text
2
AutoCAD SHX Text
30"X30"
AutoCAD SHX Text
BLACK ON YELLOW
AutoCAD SHX Text
#4
AutoCAD SHX Text
SPENCE SPRINGS TRAILHEAD
AutoCAD SHX Text
FRD-2-2
AutoCAD SHX Text
1
AutoCAD SHX Text
4" LETTERS
AutoCAD SHX Text
WHITE ON BROWN
AutoCAD SHX Text
#5
AutoCAD SHX Text
SPENCE SPRINGS TRAILHEAD
AutoCAD SHX Text
FRD-2-2
AutoCAD SHX Text
1
AutoCAD SHX Text
4" LETTERS
AutoCAD SHX Text
WHITE ON BROWN
AutoCAD SHX Text
#6
AutoCAD SHX Text
ACCESSIBLE PARKING W/ VAN ACCESSIBLE PLAQUE
AutoCAD SHX Text
R7-8-12 R7-8A
AutoCAD SHX Text
1
AutoCAD SHX Text
WHITE ON BROWN, BLUE SYMBOL
AutoCAD SHX Text
#7
AutoCAD SHX Text
NOT SUITABLE FOR TRAILERS OR RV'S
AutoCAD SHX Text
FRD-2-2
AutoCAD SHX Text
1
AutoCAD SHX Text
4" LETTERS
AutoCAD SHX Text
BLACK ON WHITE
AutoCAD SHX Text
NOTES: 1. SEE EM 7100-15 MANUAL FOR FRD SIGN LAYOUT REQUIREMENTS. SEE EM 7100-15 MANUAL FOR FRD SIGN LAYOUT REQUIREMENTS. 2. ALL SIGNS BOARDS INSTALLED ON SINGLE POSTS SHALL BE ALL SIGNS BOARDS INSTALLED ON SINGLE POSTS SHALL BE CENTERED. 3. DIMENSIONS FOR SIGN INSTALLATION ARE SCHEMATIC. DIMENSIONS FOR SIGN INSTALLATION ARE SCHEMATIC. 4. SEE SPECIFICATION 101400 FOR SIGN POST AND MATERIALS. SEE SPECIFICATION 101400 FOR SIGN POST AND MATERIALS. 5. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND NUTS. 6. INSTALLATION DATE AND VANDAL WARNING LABELS SHALL BE INSTALLATION DATE AND VANDAL WARNING LABELS SHALL BE INSTALLED ON ALL SIGNS IN ACCORDANCE WITH FS MANUAL EM 7100-15 7. ALL SIGN SHALL BE ALUMINUM, AND MEET MUTCD AND FOREST ALL SIGN SHALL BE ALUMINUM, AND MEET MUTCD AND FOREST SERVICE STANDARDS. 8. CLEAR VEGETATION AS NEEDED TO MAINTAIN VISIBILITY OF SIGNS. CLEAR VEGETATION AS NEEDED TO MAINTAIN VISIBILITY OF SIGNS. CLEARING SHALL BE HANDLED IN ACCORDANCE WITH SPECIFICATION 311000. 9. ALL SIGNS SHALL BE INSTALLED ON A PRESSURE-TREATED TIMBER ALL SIGNS SHALL BE INSTALLED ON A PRESSURE-TREATED TIMBER POSTS, UNLESS OTHERWISE NOTED. 10. FOR DOUBLE POST SIGNS, IF SIGN WIDTH IS OVER 4 FEET, PROVIDE FOR DOUBLE POST SIGNS, IF SIGN WIDTH IS OVER 4 FEET, PROVIDE BRACING IN ACCORDANCE TO MANUFACTURER'S REQUIREMENTS. 11. COLOR BOLT HEAD TO MATCH THE COLOR OF THE SIGN FACE. COLOR BOLT HEAD TO MATCH THE COLOR OF THE SIGN FACE. 12. USE BAG-MIX CONCRETE FOR SIGN FOOTINGS, IN ACCORDANCE WITH USE BAG-MIX CONCRETE FOR SIGN FOOTINGS, IN ACCORDANCE WITH SECTION 033020.
AutoCAD SHX Text
12" DIAM. CONCRETE FOOTING (TYP.)
AutoCAD SHX Text
MOUNTING DETAILS
AutoCAD SHX Text
12" DIAM. CONCRETE FOOTING (TYP.)
AutoCAD SHX Text
SIGN FACE
AutoCAD SHX Text
7/16" X 4" ROUND HEAD, SQUARE NECK CARRIAGE BOLT
AutoCAD SHX Text
HEX NUT WITH FIBER INSERT, FLAT WASHER THROUGH SIGN & POST
AutoCAD SHX Text
SIGN POST, 2-1/2" X 2-1/2"
AutoCAD SHX Text
7/16" HOLE(TYP.)
AutoCAD SHX Text
(4) 7/16" HOLES 7/16" HOLESON EACH SIDE OF ANCHOR POST
AutoCAD SHX Text
ANCHOR POST, 3" X 3"
AutoCAD SHX Text
1" ON-CENTER (TYP.)
AutoCAD SHX Text
SIGN POST, 2-1/2" X 2-1/2"
AutoCAD SHX Text
ANCHOR POST, 3" X 3"
AutoCAD SHX Text
CONCRETE FOOTING, 12" DIAM.
AutoCAD SHX Text
FINISHED GROUND
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text
F
AutoCAD SHX Text
O
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
V
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
P
AutoCAD SHX Text
A
AutoCAD SHX Text
R
AutoCAD SHX Text
T
AutoCAD SHX Text
M
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
T
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
A
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
R
AutoCAD SHX Text
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2
0
0
0
2
0
0
0
2
0
0
0
2
0
0
0
1
0
0
0
1
1
0
0
0
2
1
0
0
0
3
1
0
0
0
4
1
0
0
0
5
1
0
0
0
6
1
0
0
0
7
1
0
0
0
8
1
0
0
0
9
1
0
0
1
0
1
0
0
1
1
1
0
0
1
2
1
0
0
1
3
1
0
0
1
4
1
0
0
1
5
1
0
0
1
6
1
0
0
1
7
1
0
0
1
8
1
0
0
2
0
1
0
0
2
1
1
0
0
2
2
1
0
0
2
3
1
0
0
2
5
1
0
0
2
6
1
0
0
2
8
1
0
0
2
9
1
0
0
3
1
1
0
0
3
2
1
0
0
3
3
1
0
0
3
4
2
0
0
0
1
20002
2
0
0
0
5
20006
20007
2
0
0
0
8
2
0
0
0
9
20010
2
0
0
1
1
2
0
0
1
2
2
0
0
1
3
2
0
0
1
4
20015
2
0
0
1
6
2
0
0
1
7
2
0
0
1
8
2
0
0
1
9
1
0
0
3
5
1
0
0
3
6
1
0
0
1
9
1
0
0
2
4
1
0
0
2
7
10030
3
0
0
0
1
3
0
0
0
2
3
0
0
0
3
3
0
0
0
4
3
0
0
0
5
3
0
0
0
6
3
0
0
0
7
3
0
0
0
8
3
0
0
0
9
3
0
0
1
0
3
0
0
1
1
2
0
0
0
3
2
0
0
0
4
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of AgricultureForest Service
2/20/1
9 10:
58 M
ALAN
IZ D
:\_PR
ESCO
TT\_S
PENC
E SP
RING
S\SP
ENCE
SPR
INGS
SIT
E DE
TAIL
S.DW
G;
(R03)SOUTHWESTERN REGION
SPENCE SPRINGSTRAILHEAD
RECONSTRUCTION
PRESCOTT NATIONALFOREST
BRADSHAW RANGERDISTRICT
CONSTRUCTIONSTAKEOUT PLAN
01/31/2019
Spence Springs Site Details.dwg
M. ALANIZ
M. ALANIZ
S. BINGHAM
CS-01
13 13
CONSTRUCTION STAKEOUT
SCALE 1" = 20'
Feet
0 20 40
DEFINITIONS:
DITCH FINISHED GRADE FOR DTICH
FG PAD FINISHED GRADE FOR PADS
FG PATH FINISHED GRADE FOR PATHWAYS
FG ROAD FINISHED GRADE FOR ROADWAYS
FG FDN FINISHED GRADE FOR COMFORT STATION FOUNDATION