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(R03) SOUTHWESTERN REGION PRESCOTT NATIONAL FOREST

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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
Transcript

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 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

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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

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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

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PT

: 0+

63.05

PC

: 1+

50.57

PT

: 2+

00.3

5

EP

: 2+

08.4

9

0+

00

0

+

5

0

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ELE

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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

.)

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2% SLOPE

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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

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CLEARING LIMITS
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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.
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COMPACTED SUBGRADE
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AGGREGATE SURFACE COURSE, GRADING "G" - 6 INCH DEPTH
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COMPACTED NATIVE BACKFILL
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REFLECTORIZED WIHITE PAINT
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EXISTING GROUND
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COMPACTED SUBGRADE
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AGGREGATE SURFACE COURSE, GRADING "G" - 6 INCH DEPTH
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COMPACTED NATIVE BACKFILL
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EXISTING GROUND
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TRAILHEAD PARKING AREA STA 0+63 TO STA 1+53 (NOT TO SCALE)
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CROSSWALK DETAIL (NOT TO SCALE)
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TYPICAL ROADWAY SECTION STA 0+00 TO STA 0+63 AND STA 1+53 TO STA 2+08 (NOT TO SCALE)

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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

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TYPICAL BEDDING DETAIL
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TYPICAL BACKFILL DETAIL
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GENERAL NOTES
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ROUND PIPES
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PIPE - ARCH
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TRENCHING
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ROCK FOUNDATION
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FLAT DITCH SECTION
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IN INTERMITTENT DRAINAGE
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THROUGH FILL CULVERT
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LOOSE ROCK RIPRAP USED AS SLOPE PROTECTION
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STREAM CHANNEL CULVERT
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CROSS SECTION
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PLAN VIEW
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TYPICAL CULVERT INSTALLATION
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SECTION E-E
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UP TO 24"
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24" TO 108"
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108" TO 189"
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"F"
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12" MIN.
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1/3 "S" MIN.
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36" MIN.
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F
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SPAN "S"
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SPAN S
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DIAMETER "D"
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UP TO 24"
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24" TO 72"
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72" TO 108"
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"F"
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12" MIN.
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1/2 "D" MIN.
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36" MIN.
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YIELDING
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FOUNDATION
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E
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ORIGINAL GROUND LINE
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CULVERT TO MEET NATURAL GROUND LINE (SEE OUTLET DITCH NOTES) WHERE GRADE PERMITS
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FILL SLOPES AS SHOWN ON TYPICAL OR STAKED
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DITCH SLOPE TO FLOW LINE OF CULVERT TO BE SAME AS NORMAL DITCH SLOPE
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BACKSLOPE IN TAPER SECTION TO BE SAME AS SLOPE ON EACH SIDE
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ORIGINAL GROUND LINE
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NORMAL BACKSLOPE
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NOTE: EXCAVATION FOR WARPING OF SLOPE IS INCLUDED UNDER ROADWAY EXCAVATION
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TOE OF FILL
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C.M.P.
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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.
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DIRECTION OF FLOW
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TOP OF CUT
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TRANSITION AS STAKED
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DITCH BOTTOM
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TRANSITION AS STAKED
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TOP OF CUT
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ROAD SHOULDER
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FLOW
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ALIGN CULVERT WITH CHANNEL
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ROAD SHOULDER
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STREAM CHANNEL
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GEOTEXTILE LINER
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EXTEND 6 INCHES BELOW STREAMBED AT OUTLET
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LAY CULVERT A MINIMUM OF 6 INCHES BELOW NATURAL STREAM BOTTOM
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NATURAL GROUND
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2 FEET ABOVE HIGH WATER
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BEDDING SHALL BE SUITABLE MATERIAL, UNIFORMALY COMPACTED, AND SHAPED TO FIT THE BOTTOM OF THE PIPE.
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SIX-INCH COMPACTED LAYERS TO DENSITY CALLED FOR IN THE SPECIFICATIONS.
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RAISE INLET TO FORM SMALL DEBRIS BASIN
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EVENTUAL GROUND LINE
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LOOSE ROCK
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CONSTRUCT OUTLET DITCH AS NEEDED
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MINIMUM PIPE SIZE 18" OR 21" X 15"
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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.
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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.
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DESIGNER

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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

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OUTSLOPE 2%
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2:1 CUT SLOPE
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4" MIN. DEPTH COMPACTED SURFACE COURSE - REFER TO SECTION 321400.
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COMPACTED FILL FROM EXCAVATED MATERIAL
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2:1 SLOPE OR AS FIELD STAKED
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NATIVE SOIL
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4" MIN. DEPTH COMPACTED SURFACE COURSE - REFER TO SECTION 321400
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FINISHED GRADE
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2% OUTSLOPE
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3:1 SLOPE, TYP
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NATIVE SOIL
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4" DEPTH AGGREGATE PATH
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TYPICAL AGGREGATE PATH DETAIL (NO SCALE)
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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.
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ON-GRADE SECTION
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CUT AND FILL SECTION
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COLORED CONCRETE CURB STOP
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FINISHED SURFACE
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PRE-DRILLED HOLE
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ANCHOR SPIKE - 3 REQUIRED PER CURB
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ELEVATION
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SECTION A-A
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NOTES: 1. SEE SPECIFICATION 322622 FOR WHEEL SEE SPECIFICATION 322622 FOR WHEEL STOP STYLE AND SIZE. 2. INSTALL PER MANUFACTURERS INSTALL PER MANUFACTURERS SPECIFICATIONS.
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PARKING SPACE DIMENSIONS (NO SCALE)
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CONCRETE CURB STOP DETAIL (NO SCALE)
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EDGE OF PARKING AREA
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DESIGNATED VAN-ACCESSIBLE PARKING SPACE
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ROAD
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AGGREGATE SURFACED PARKING AREA
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2% MAX.
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2% MAX.
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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

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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.
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AGGREGATE SURFACED APRON AROUND COMFORT STATION (TYP.)
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ROOFLINE
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OUTSIDE EDGE OF APRON
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EDGE OF VAULT (DISTANCE VARIES)
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2%
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IMPORT BORROW TO CONSTRUCT FOUNDATION PAD
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2
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1
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FINISH FLOOR ELEVATION
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2%
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NATIVE SOIL
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BACKFILL WITH SELECT MATERIAL AND COMPACT
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AGGREGATE LEVELING COURSE 6" DEPTH
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VAULT
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EXCAVATE HOLE APPROXIMATELY 2' WIDER ON EACH SIDE OF THE VAULT
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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.
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*SINGLE-UNIT VAULT SIZE IS APPROXIMATELY SINGLE-UNIT VAULT SIZE IS APPROXIMATELY 14'-7" X 6'-10" X 4'-4" DEEP
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APRON SEE DETAIL ABOVE
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FINISHED GRADE
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2% OUTSLOPE
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NATIVE SOIL
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4" DEPTH AGGREGATE. REFER TO SECTION 321400.
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COMFORT STATION WALL & FLOOR
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BACKFILL WITH NATIVE SOIL TO TOP OF FINISHED SIDEWALK
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AGGREGATE APRON PATH INSTALLATION (NO SCALE)
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COMFORT STATION VAULT INSTALLATION (NO SCALE)
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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

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J. SNYDER 4-8-87
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24"
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33"
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65"
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11"
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92"
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32"
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14"
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4"
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10"
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15'-7"
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COMPACTED NATIVE BACKFILL
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AGGREGATE SURFACE COURSE - 4 INCH DEPTH. REFER TO SECTION 321400.
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2:1 (TYP.)
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2:1 (TYP.)
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CLEARING LIMITS
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(MIN.)
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EDGE OF PICNIC PAD
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48"
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(TYP.)
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13'-5"
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(MIN.)
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48"
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(TYP.)
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EXISTING GRADE
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2% SLOPE
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COMPACTED SUBGRADE
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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.
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24" MAX.
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1/3 DEPTH MIN.
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36" (MIN. SPACING)
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60" (MAX. SPACING)
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4'-0" (MIN. SPACING)
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4'-9" (MAX. SPACING)
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EDGE OF ROAD
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36" MIN.
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18" MIN.
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ACTUAL SPACING SHALL BE AS STAKED
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EXISTING TREES
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EXISTING TREES
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36" (MIN. SPACING)
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60" (MAX. SPACING)
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60" MAX.
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ROCK BARRIER DETAIL NTS
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ELEVATION VIEW
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PLAN VIEW
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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
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PICNIC TABLE AND PAD DETAIL (NO SCALE)
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ELEVATION
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PLAN

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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

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PRESCOTT National Forest
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SPENCE SPRINGS TRAILHEAD
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NATIVE SOIL
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FINISHED AGGREGATE SURFACE
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INSTALL 2-PANEL METAL BULLETIN BOARD (SEE NOTES)
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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.
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INFORMATION
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BULLETIN BOARD TYPICAL DETAIL NTS
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CONCRETE FOOTING TYP.
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Spence Springs
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TRAILHEAD
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Facility Name
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FACILITY TYPE
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5'-0"
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3'-0" (MIN.)
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35 X SIGN LENGTH
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4" X 6" TREATED POST (TYP.)
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NATIVE SOIL WITH APPROVED COMPACTED BACKFILL AROUND POSTS (TYP.)
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SIGN BOARD RSEC-C (SEE FS MANUAL EN-7100-15)
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FINISHED GRADE
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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.
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MINOR SITE ID SIGN TYPICAL (REQUIRES DOUBLE 4" X 6" POST BASE)
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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
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MINOR SITE ID SIGN RSE-C TABLE
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SIGN #
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SIGN PANEL TEXT
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PANEL DIMENSIONS
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LAYOUT DIMENSIONS MEASURED FROM BOTTOM OF PANEL (INCHES)
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LETTER SIZE (INCHES)
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MATERIAL
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FACILITY NAME (UPPER PANEL)
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FACILITY TYPE (LOWER PANEL)
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FACILITY NAME ASA SERIES D (INITIAL CAPS LOWER CASE)
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FACILITY TYPE ASA SERIES D (UPPER CASE)
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MS1
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Spence Springs
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TRAILHEAD
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24
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60
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4
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4 3/4
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5
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13
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16 1/4
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5
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5
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HDPE
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AGGREGATE SURFACE COURSE 4 INCH DEPTH. REFER TO SECTION 321400.
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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

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12" WIDE VAN ACCESSIBLE SIGN
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2-1/2" X 2-1/2"" TELSPAR POST (TYP.). SEE MOUNTING DETAIL.
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VARIES
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GREEN LEGEND AND BORDER/ WHITE SYMBOL ON BLUE BACKGROUND ON WHITE MAJOR BACKGROUND
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SIGN BOARD
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LETTER SIZE VARIES
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SEE MOUNTING DETAIL BELOW (TYP.)
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REFLECTIVE WHITE LEGEND ON REFLECTIVE BROWN BACKGROUND (TYP.)
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2-1/2" X 2-1/2"" TELSPAR POST (TYP.) SEE MOUNTING DETAIL.
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ACCESSIBLE PARKING SIGN
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SINGLE POST SIGN
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DOUBLE POST SIGN
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SIGN INSTALLATION DETAILS
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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SIGN LIST
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SIGN
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DESCRIPTION
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SIGN #
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QUANTITY
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SIZE NOTES
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COLOR
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#1
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STOP SIGN
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R1-1-24
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1
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30"X30"
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WHITE ON RED
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#2
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DO NOT ENTER
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R5-1
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1
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30"X30"
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RED ON WHITE
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#3
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TRAIL CROSSING
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W11-15A
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2
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30"X30"
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BLACK ON YELLOW
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#4
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SPENCE SPRINGS TRAILHEAD
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FRD-2-2
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1
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4" LETTERS
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WHITE ON BROWN
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#5
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SPENCE SPRINGS TRAILHEAD
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FRD-2-2
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1
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4" LETTERS
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WHITE ON BROWN
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#6
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ACCESSIBLE PARKING W/ VAN ACCESSIBLE PLAQUE
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R7-8-12 R7-8A
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1
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WHITE ON BROWN, BLUE SYMBOL
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#7
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NOT SUITABLE FOR TRAILERS OR RV'S
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FRD-2-2
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1
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4" LETTERS
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BLACK ON WHITE
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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.
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12" DIAM. CONCRETE FOOTING (TYP.)
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MOUNTING DETAILS
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12" DIAM. CONCRETE FOOTING (TYP.)
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SIGN FACE
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7/16" X 4" ROUND HEAD, SQUARE NECK CARRIAGE BOLT
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HEX NUT WITH FIBER INSERT, FLAT WASHER THROUGH SIGN & POST
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SIGN POST, 2-1/2" X 2-1/2"
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7/16" HOLE(TYP.)
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(4) 7/16" HOLES 7/16" HOLESON EACH SIDE OF ANCHOR POST
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ANCHOR POST, 3" X 3"
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1" ON-CENTER (TYP.)
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SIGN POST, 2-1/2" X 2-1/2"
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ANCHOR POST, 3" X 3"
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CONCRETE FOOTING, 12" DIAM.
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FINISHED GROUND
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PROJECT NAME
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20002

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8

2

0

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0

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2

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1

1

2

0

0

1

2

2

0

0

1

3

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1

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1

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1

7

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8

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1

9

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1

0

0

3

6

1

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1

9

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0

2

4

1

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2

7

10030

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1

3

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0

0

2

3

0

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0

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3

0

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0

4

3

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0

5

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6

3

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7

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3

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9

3

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1

0

3

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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

INLET CULVERT INLET ELEVATION

OUTLET CULVERT OUTLET ELEVATION

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