900-MM-FY23-004_PRESCOTT_NC_PLANS_REPLACE_CENTER_ROAD_IRRIGATION_MAIN_LINE.pdf

PDF 4 MB Posted Feb 13, 2024

Attached to: Y1LB--900 MM-FY24-003 Replace Center Road, New Curbs and Irrigation Main
Solicitation number: 36C78624B0015
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Feb 21, 2024

This set of construction documents includes plans and specifications for replacing the center road, new curbs, and irrigation main line at the Prescott National Cemetery. The project involves demolishing portions of the existing road and irrigation system, installing a new 6-inch HDPE irrigation main line running over 5,000 linear feet, constructing a new asphalt road with mountable curb along Center Road, and implementing various other site improvements. The documentation provides design details for the roadway grading and alignment, demolition plans, asphalt and concrete sections, irrigation plans and profiles, construction staging, and other requirements. The solicitation number is 36C78624B0015 and is being issued by the Department of Veterans Affairs National Cemetery Administration for replacing infrastructure at the Prescott National Cemetery in Prescott, Arizona.

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PRESCOTT NAT ' L CEMETERY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_c ov er .d w g ed it:

m m ille r s av ed

:1 2/

p lo t:1 2/

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m A n d e r s o n E n g i n e e r i n g o f N C , P L L C | P r o j # Firm License No. P-2260

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

NORTH

SOUTH

0 40' 80'

SHEET INDEX

OVERALL/SHEET INDEX

DEMOLITION PLAN (NORTH)

DEMOLITION PLAN (SOUTH)

SITE PLAN (NORTH)

SITE PLAN (SOUTH)

STREET PLAN & PROFILE (NORTH)

STREET PLAN & PROFILE (SOUTH)

IRRIGATION MAIN PLAN & PROFILE (NORTH)

IRRIGATION MAIN PLAN & PROFILE (SOUTH)

DETAILS

IRRIGATION DETAILS

C H

OVERALL AND SHEET INDEX

GI001

LEGEND

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

3.) EXISTING IRRIGATION PIPING, VALVES, SPRINKLER

HEAD LOCATIONS WERE OBTAINED FROM VA PROVIDED

SCHEMATIC DRAWING. LOCATIONS SHOWN ON PLAN

ARE APPROXIMATE AND ARE NOT FIELD VERIFIED.

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

RPZA

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TSB

AutoCAD SHX Text

TSB

AutoCAD SHX Text

RPZA

AutoCAD SHX Text

44043 ROGER ALLEN ANDERSON

AutoCAD SHX Text W

AutoCAD SHX Text 8/2A

AutoCAD SHX Text

UGU

AutoCAD SHX Text

AREA DRAIN

AutoCAD SHX Text

BENCH

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

HANDICAP PARKING

AutoCAD SHX Text

GRAVE SECTION MARKER

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SPRINKLER HEAD

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UNKNOWN UNDERGROUND UTILITY

AutoCAD SHX Text

IRRIGATION LINE

AutoCAD SHX Text

BITUMINOUS SURFACE

AutoCAD SHX Text

CONCRETE SURFACE

AutoCAD SHX Text

SURVEY CONTROL POINT

AutoCAD SHX Text

HEADSTONE

AutoCAD SHX Text

WATER MAIN

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d em o.

dw lk op py s av ed :1

M lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

DEMOLITON

PLAN (NORTH)

CD101

0 20' 40'

LEGEND

PROPERTY LIMITS

SAWCUT LINE

EXISTING WATER MAIN

EXISTING IRRIGATION LINE

EXISTING ISOLATION VALVE

EXISTING IRRIGATION HEADS

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING CONCRETE CURB & GUTTER

EXISTING BITUMINOUS PAVEMENT

REMOVAL

EXISTING CONCRETE SIDEWALK

REMOVE CONCRETE SIDEWALK

REMOVE EXISTING CONCRETE

C&G

C H

T C

SAWCUT EXISTING

BITUMINOUS PAVEMENT

REMOVE EX. B618 CONCRETE

CURB & GUTTER (TYP.)

REMOVE EXISTING BITUMINOUS

PAVEMENT & AGGREGATE BASE

TO FULL DEPTH OF PROPOSED

PAVEMENT SECTION (10" MIN.)

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

3.) EXISTING IRRIGATION PIPING, VALVES, SPRINKLER

HEAD LOCATIONS WERE OBTAINED FROM VA PROVIDED

SCHEMATIC DRAWING. LOCATIONS SHOWN ON PLAN

ARE APPROXIMATE AND ARE NOT FIELD VERIFIED.

4.) ALL DISTURBED AREAS TO BE RESTORED IN KIND.

SAWCUT EXISTING

BITUMINOUS PAVEMENT

REMOVE EXISTING DESIGN D

CONCRETE CURB & GUTTER

PROTECT EX. CONCRETE

RIBBON CURB TO REMAIN

PROTECT EX. CONCRETE

RIBBON CURB TO REMAIN

EXISTING FLOWER

WATERING STATION

& CONCRETE PAD.

PROTECT IN-PLACE

REMOVE EXISTING VALVE

BOX RISER & ABANDON

GATE VALVE IN-PLACE

EXISTING STORMWATER

INLET (TYP.)

SALVAGE EXISTING ROCK

MULCH BEHIND CURB

AutoCAD SHX Text

RPZA

AutoCAD SHX Text

RPZA

AutoCAD SHX Text

44043 ROGER ALLEN ANDERSON

5452.51

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d em o.

dw lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

DEMOLITION

PLAN (SOUTH)

CD102

0 20' 40'

C H

T C

VISITOR PARKING

SAWCUT EXISTING BITUMINOUS PAVEMENT

VISITOR PARKING

REMOVE EX. B618 CONCRETE

CURB & GUTTER (TYP.)

REMOVE EXISTING BITUMINOUS

PAVEMENT & AGGREGATE BASE

TO FULL DEPTH OF PROPOSED

PAVEMENT SECTION (10" MIN.)

SAWCUT EXISTING SIDEWALK

REMOVE SECTION OF EXISTING

SIDEWALK FOR PROPOSED

PEDESTRIAN CURB RAMP

TOMB OF UNKNOWN SOLDIER

LEGEND

PROPERTY LIMITS

SAWCUT LINE

EXISTING WATER MAIN

EXISTING IRRIGATION LINE

EXISTING ISOLATION VALVE

EXISTING IRRIGATION HEADS

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING CONCRETE CURB & GUTTER

EXISTING BITUMINOUS PAVEMENT

REMOVAL

EXISTING CONCRETE SIDEWALK

REMOVE CONCRETE SIDEWALK

REMOVE EXISTING CONCRETE

C&G

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

3.) EXISTING IRRIGATION PIPING, VALVES, SPRINKLER

HEAD LOCATIONS WERE OBTAINED FROM VA PROVIDED

SCHEMATIC DRAWING. LOCATIONS SHOWN ON PLAN

ARE APPROXIMATE AND ARE NOT FIELD VERIFIED.

4.) ALL DISTURBED AREAS TO BR RESTORED IN KIND.

EXISTING CONCRETE

STORMWATER INLET

(TYP.)

AutoCAD SHX Text

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_s ite

.d w lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

SITE PLAN

(NORTH)

CS101

0 20' 40'

C H

T C

PROPOSED BITUMINOUS

PAVEMENT LIMITS

PROPOSED BITUMINOUS PAVEMENT

(SEE DETAIL 3/SHEET C501)

LEGEND

PROPERTY LIMITS

COLUMBARIUM

EXISTING FENCE

EXISTING CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED ROCK MULCH

PROPOSED MOUNTABLE

ROLL CURB & GUTTER

(SEE DETAIL 2/SHEET C501)

IRRIGATION

PUMP HOUSE

STONE ENTRANCE WALL

13.7'

EAST ACCESS DRIVE

RIPRAP DRAINAGEWAY

WEST ACCESS DRIVE

EXISITNG ACCESS DRIVE

VISITOR PARKING

COLUMBARIUM

NOTES

1.) ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS

NOTED OTHERWISE.

2.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

3.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

PROPOSED BITUMINOUS

PAVEMENT LIMITS

PROPOSED DESIGN D CURB & GUTTER

(SEE DETAIL 4/SHEET C501)

EXISTING CONCRETE RIBBON

CURB TO REMAIN

EXISTING CONCRETE RIBBON

CURB TO REMAIN

RESTORE SOD IN

DISTURBED AREA

BEHIND CURB

RESTORE SOD IN

DISTURBED AREA

BEHIND CURB.

RESTORE DISTURBED

ROCK MULCH AREA IN KIND

PROPOSED SOD RESTORATION

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_s ite

.d w lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

SITE PLAN

(SOUTH)

CS102

0 20' 40'

C H

T C

END PROPOSED

BITUMINOUS PAVEMENT

PROPOSED BITUMINOUS PAVEMENT

(SEE DETAIL 3/SHEET C501)

VISITOR PARKING

COLUMBARIUM

TOMB OF UNKNOWN SOLDIER

PROPOSED MOUNTABLE

ROLL CURB & GUTTER (SEE

DETAIL 2/SHEET C501) COMMITTAL SHELTER

13.7'

LEGEND

NOTES

1.) ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS

NOTED OTHERWISE

2.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

3.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

PEDESTRIAM CURB RAMP

(SEE DETAIL 1/SHEET C501)

PROPERTY LIMITS

COLUMBARIUM

EXISTING FENCE

EXISTING CONCRETE C&G

PROPOSED CONCRETE C&G

PROPOSED BITUMINOUS

PAVEMENT

PROPOSED CONCRETE SIDEWALK

EXISTING CONCRETE

SIDEWALK TO REMAIN

RESTORE SOD IN

DISTURBED AREA

BEHIND CURB

RESTORM SOD IN

DISTURBED AREA

BEHIND CURB

PROPOSED ROCK MULCH

PROPOSED SOD RESTORATION

0+00 1+00 2+00 3+00 4+00 5+0053

5390 53

TC 5380.98

TC 5381.08

6.9% 7.8% 7.1% 9.6%

ME 5378.27

ME 5380.89

TC 5378.60

TC 5378.55

TC 5378.83

TC 5378.80

TC 5378.84

TC 5380.50

TC 5381.46

TC 5380.71

ME 5379.31

TC 5378.90

0+00

1+00

2+00

3+00

4+00

5+00

: 0 +1

: 5

: 1 +6

: 5

: 2 +8

: 5

6.89%

7.83%

7.07%

5.53%

+6 8.

C E:

PVI STA = 5+08.55

PVI ELEV = 5413.87

A.D. = 3.13% K =25.6%

80.00' VC

: 0 +4

: 5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_g ra d.

dw lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

STREET PLAN & PROFILE

(NORTH)

CG101

PROPOSED

GRADE

EXISTING GRADE

SCALE:1

CEMETERY ROAD PLAN VIEW 0+00 TO 5+00

1"=20'

SCALE:2

CEMETERY ROAD PROFILE VIEW 0+00 TO 5+00

H: 1"=20' V: 1"=5'

C H

T C

C H

- S

. 5

+0 0.

START

CONSTRUCTION

SILT FENCE (TYP.)

(SEE DETAIL 5/SHEET C501)

BIOROLL (TO BE INSTALLED

ACROSS EX. SIDEWALK)

(SEE DETAIL 7/SHEET C501)

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

SOIL BORING LOCATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

SILT FENCE

BIOLOG

SPOT ELEVATION

TOP OF CURB

RIM ELEVATION

MATCH EXISTING

TC 800.1

R 800.1

800.1

ME 800.1

0 20' 40'

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

INSTALL SILT FENCE CHECK DAMS

AT 100' INTERVALS & MAINTAIN

AFTER BACKFILLING TRENCHES

UNTIL PAVING OPERATIONS ARE

COMPLETE (TYP.)

DOUBLE ROW OF SILT FENCE

AutoCAD SHX Text

44043 ROGER ALLEN ANDERSON

959.4

5+00 6+00 7+00 8+00 9+00 9+8954

TC 5452.88

TC 5452.50

ME 5452.51

9.6% 10.2% 8.9% 4.5%6.4%

5+00

6+00

7+00

8+00

9+00

9+89

10.20%

4.50%

6.42%

: 9 +5

: 5

: 8 +9

: 5

PVI STA = 8+03.55

PVI ELEV = 5443.96

A.D. = -3.78% K = 21.16

80.00' VC

+6 3.

C E:

+4 3.

C E:

PVI STA = 5+08.55

PVI ELEV = 5413.87

A.D. = 3.13% K = 25.56

80.00' VC

+4 8.

C E:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_g ra d.

dw lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

STREET PLAN & PROFILE

(SOUTH)

CG102

PROPOSED

GRADE

EXISTING GRADE

SCALE:1

CEMETERY ROAD PLAN VIEW 5+00 TO 9+89

1"=20'

SCALE:2

CEMETERY ROAD PROFILE VIEW 5+00 TO 9+89

H: 1"=20' V: 1"=5'

C H

T C

O F

- S

. 9

+4 8.

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

SOIL BORING LOCATION

DRAINAGE ARROW

PROPOSED CONCRETE C&G

SILT FENCE

BIOLOG

SPOT ELEVATION

TOP OF CURB

RIM ELEVATION

MATCH EXISTING

TC 800.1

R 800.1

800.1

ME 800.1

0 20' 40'

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

BIOROLL (TO BE INSTALLED

ACROSS EX. SIDEWALK)

(SEE DETAIL 7/SHEET C501)

SILT FENCE (TYP.)

(SEE DETAIL 5/SHEET C501)

INSTALL SILT FENCE CHECK DAMS

AT 100' INTERVALS & MAINTAIN UNTIL

PAVING OPERATIONS ARE COMPLETE

AutoCAD SHX Text

44043 ROGER ALLEN ANDERSON

959.4

0+00 1+00 2+00 3+00 4+00 5+00

0+00

1+00

2+00

3+00

4+00

5+00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_i rri ga tio n.

dw m m ille r s av ed :1

2/ 7/

lo t:1 2/

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

IRRIGATION PLAN &

PROFILE (NORTH)

CU101

0 20' 40'

PROPOSED

GRADE

EXISTING GRADE

SCALE:1

CEMETERY IRRIGATION PLAN VIEW 0+00 TO 5+00

1"=20'

SCALE:2

CEMETERY IRRIGATION MAIN PROFILE VIEW 0+00 TO 5+00

H: 1"=20' V: 1"=5'

C H

T C

START CONSTRUCTION M

C H

- S

+0 0.

6" GATE VALVE

W/ C.I. VALVE RISER

6" GATE VALVE

STA 0+58

EXISTING STORM

SEWER (UNKNOWN

DEPTH/SIZE)

PROPOSED 6" HDPE IRRIGATION LINE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATER MAIN

EXISTING IRRIGATION LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING ISOLATION VALVE

EXISTING QUICK COUPLER

EXISTING IRRIGATION HEADS

PROPOSED IRRIGATION MAIN

PROPOSED GATE VALVE

PROPOSED REDUCER

PROPOSED REMOTE CONTROL VALVE

PROPOSED 6" HDPE IRRIGATION LINE

EXISTING 3" PVC IRRIGATION LINE

(TO BE ABANDONED IN PLACE)

EXISTING 4" PVC IRRIGATION LINE

(TO BE ABANDONED IN PLACE)

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

3.) EXISTING IRRIGATION PIPING, VALVES, SPRINKLER

HEAD LOCATIONS WERE OBTAINED FROM VA PROVIDED

SCHEMATIC DRAWING. LOCATIONS SHOWN ON PLAN

ARE APPROXIMATE AND ARE NOT FIELD VERIFIED.

4.0' MIN

COVER

6" - 90° BEND

STA 0+13

6" - 90° BEND

CONNECT TO EXISTING WATER MAIN

IN VALVE BOX & PROVIDE SHOP

DRAWING FOR CONNECTION OF

HDPE PIPE TO EXISTING PIPE

CUT/CAP EX. 3" MAIN

EX. 1" LATERAL LINE (TYP.)

EX. LATERAL LINE (TYP.)

CUT/CAP EX. 3" MAIN

TIE NEW VALVE MANIFOLD INTO NEW 6"

HDPE MAIN. LOCATE NEW REMOTE

CONTROL VALVES IN EXISTING LOCATIONS.

PROVIDE NEW GATE VALVE AND QUICK

COUPLER (QC). SEE DETAIL 3/SHEET CU102

(TYP.)

TIE INTO EXISTING MAIN SERVING VALVES

IN THIS AREA & 1" MAINLINE LOOP SERVING

COLUMBARIUM IRRIGATION & FLOWER

WATERING STATION

TIE INTO EXISTING MAIN

SERVING VALVES IN THIS

AREA & 1" MAINLINE LOOP

SERVING FLOWER

WATERING STATIONS

CUT/CAP EX. 3" MAIN

CUT/CAP EX. 4" MAIN

CUT/CAP EX. 4" MAIN &

ABANDON IN PLACE

CUT/CAP EX. 4" MAIN

EXISTING 3" PVC IRRIGATION LINE

(TO BE ABANDONED IN PLACE)

EXISTING 4" PVC IRRIGATION LINE

(TO BE ABANDONED IN PLACE)

CONNECT NEW REMOTE

CONTROL VALVES TO

EXISTING LATERAL LINES

(TYP.)

PROVIDE NEW 14 GA. COMMON

AND CONTROL WIRES FOR ALL

REPLACEMENT REMOTE

CONTROL VALVES FROM

EXISTING IRRIGATION

CONTROLLER IN PUMP HOUSE.

PROVIDE SEPARATE COMMON

WIRE FOR EACH SIDE OF THE

ROAD. RETAIN EXISTING

CONTROL WIRES AS SPARE

WIRES. COIL INSIDE OF EACH

VALVE BOX.

CONNECT NEW

REMOTE CONTROL

VALVES TO

EXISTING LATERAL

LINES (TYP.)

REMOVE EXISTING

DECOMMISSIONED ISOLATION

VALVES, QUICK COUPLERS AND

VALVE BOXES, CUT AND CAP

MAIN LINE & BACKFILL WITH

TOPSOIL AND REPAIR TURF (TYP.)

LOCATE NEW GATE VALVES IN

LOCATION OF EXISTING

PRESSURE REGULATING

VALVES. REMOVE EXISTING

PRESSURE REGULATING VALVES

AND VALVE BOXES (TYP.)

4" HDPE

4" HDPE6" HDPE 6" HDPE

4" HDPE

CONNECT PROPOSED

6" HDPE MAIN TO EXISTING

FLOWER WATERING STATION

SPIGOT SERVICE LINE

4" HDPE

6" HDPE

CUT/CAP

EX. 4" MAIN

PROPOSED 4" GATE VALVE

6" x 4" TEE

6"x4" TEE

6" - 90° BEND

STA 0+13

PROPOSED

6" x 4" TEE

PROPOSED

6" x 4" TEE

PROPOSED

6" x 4" TEE

PROPOSED CONCRETE SPRINKLER

BLOCK PROTECTOR AT ALL

SPRINKLER HEADS ALONG CURB, TYP.

PROPOSED

6" x 4" TEE

PROPOSED

6" x 4" TEE

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

RPZA

AutoCAD SHX Text

5+00 6+00 7+00 8+00 9+00 9+89

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_i rri ga tio n.

dw m m ille r s av ed :1

2/ 7/

lo t:1 2/

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

IRRIGATION PLAN &

PROFILE (SOUTH)

CU102

0 20' 40'

PROPOSED

GRADE

EXISTING GROUND

SCALE:1

CEMETERY IRRIGATION PLAN VIEW 5+00 TO 9+89

1"=20'

SCALE:2

CEMETERY IRRIGATION MAIN PROFILE VIEW 5+00 TO 9+89

H: 1"=20' V: 1"=5'

C H

T C

PROPOSED 6" HDPE IRRIGATION LINE

C H

- S

. 5

+0 0.

END CONSTRUCTION

PROPOSED 6" HDPE IRRIGATION MAIN LINE

EXISTING 3" PVC IRRIGATION LINE

(TO BE ABANDONED IN PLACE)

4.0' MIN

COVER

O F

- S

. 9

+5 0.

NOTES

1.) EXISTING TOPOGRAPHY OBTAINED FROM VA

PROVIDED DRAWING FILE.

2.) EXISTING CONDITIONS/TOPOGRAPHY FIELD

VERIFIED BY ANDERSON ENGINEERING TOPOGRAPHIC

SURVEY OF PROJECT AREA PERFORMED IN FEBRUARY

2023.

3.) EXISTING IRRIGATION PIPING, VALVES, SPRINKLER

HEAD LOCATIONS WERE OBTAINED FROM VA PROVIDED

SCHEMATIC DRAWING. LOCATIONS SHOWN ON PLAN

ARE APPROXIMATE AND ARE NOT FIELD VERIFIED.

EXCAVATE, EXPOSE, CUT AND CONNECT

TO EX. 3" PVC IRRIGATION MAINLINE IN

THE APPROXIMATE LOCATION SHOWN

EXISTING 4" PVC IRRIGATION LINE

(TO BE ABANDONED IN PLACE)

TIE NEW VALVE MANIFOLD INTO NEW 6"

HDPE MAIN. LOCATE NEW REMOTE

CONTROL VALVES IN EXISTING LOCATIONS.

PROVIDE NEW GATE VALVE AND QUICK

COUPLER (QC). SEE DETAIL 3/SHEET CU102

(TYP.)

CONNECT NEW REMOTE

CONTROL VALVES TO

EXISTING LATERAL LINES

(TYP.)

CONNECT NEW REMOTE

CONTROL VALVES TO

EXISTING LATERAL LINES

(TYP.)

TIE INTO EX. 3" PVC IRRIGATION

MAINLINE SERVING ROSTRUM AREA

SCALE:3

VALVE MAINFOLD ASSEMBLY

NTS

NOTES FOR MANIFOLDS:

1.) VALVES ON A SINGLE MANIFOLD SHOWN GRAPHICALLY ON DRAWINGS.

2.) SPACE VALVES A UNIFORM DISTANCE APART.

3.) USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR

SHALL BE REQUIRED AND CALIBRATION TESTING RESULTS SHALL BE MADE AVAILABLE UPON

REQUEST.

4.) NO MORE THAN 4 REMOVE CONTROL VALVES MAY ON THE SAME ISOLATION MANIFOLD.

5.) USE SWIVEL EL TO MINIMIZE THE AMOUNT OF FITTINGS FOR CHANGES OF DIRECTION.

ISOLATION GATE VALVE

PROPOSED

4" HDPE SUBMAIN

PROPOSED 4" HDPE PIPE &

FITTINGS FOR VALVE MANIFOLD

PROPOSED 4" HDPE PIPE &

FITTINGS FOR VALVE MANIFOLD

REMOVE & REPLACE

EXISTING VALVE BOXES

IN EXISTING LOCATIONS (TYP.)

NEW REMOTE CONTROL VALVE

ASSEMBLY W/ PRESSURE

REGULATING DEVICE (TYP.)

'SUPERIOR' MODEL 950PRS (2")

OR APPROVED EQUAL (TYP.)

12" MIN.

PROPOSED QUICK

COUPLING VALVE

PROPOSED

6" HDPE

MAINLINE

PIPE

CONCRETE

CURB &

GUTTER

CUT/CAP & ABANDON

EX. IRRIGATION MAIN

(SEE PLANVIEW)

CUT/CAP & ABANDON

EX. IRRIGATION MAIN

(SEE PLAN VIEW)

REMOVE EX.

IRRIGATION MAIN

IN VICINITY OF

PROPOSED

CONNECTIONS

EXISTING IRRIGATION

LINE TO REMAIN (TYP.)

LOCATE NEW GATE VALVES IN

LOCATION OF EXISTING

PRESSURE REGULATING

VALVES. REMOVE EXISTING

PRESSURE REGULATING VALVES

AND VALVE BOXES (TYP.)

REMOVE EXISTING

DECOMMISSIONED VALVES AND

VALVE BOXES, CUT AND CAP

MAIN LINE & BACKFILL WITH

TOPSOIL AND REPAIR TURF (TYP.)

EX. LATERAL LINE (TYP.)

CUT & CAP

EXISTING PVC

MAINLINE, TYP.

4" HDPE

CONNECT NEW REMOTE

CONTROL VALVE TO TREE

BUBBLER ZONE

CONNECT NEW REMOTE

CONTROL VALVE TO TREE

BUBBLER ZONE

6" HDPE 4" HDPE

4" HDPE

3" PVC

PROPOSED 6" HDPE IRRIGATION LINE

PROPOSED 6" x 4" TEE

PROPOSED

6" x 4" TEE

STA: 9+50

6" x 4" TEE

PROPOSED

4" GATE VALVE

PROPOSED

4" GATE VALVE

4" x 3" REDUCER

TRANSITION FROM

HDPE TO PVC

4" x 3" REDUCER

TRANSITION FROM HDPE TO PVC

6" x 4" TEE

PROPOSED CONCRETE SPRINKLER

BLOCK PROTECTOR AT ALL

SPRINKLER HEADS ALONG CURB, TYP.

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING WATER MAIN

EXISTING IRRIGATION LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING ISOLATION VALVE

EXISTING QUICK COUPLER

EXISTING IRRIGATION HEADS

PROPOSED IRRIGATION MAIN

PROPOSED GATE VALVE

PROPOSED REDUCER

PROPOSED REMOTE CONTROL VALVE

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d et ai ls

.d w lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

DETAILS

C-501

APPROVED SUBGRADE

SAWCUT PAVEMENT FULL DEPTH

7" AGGREGATE BASE, CONFORMING TO USSPWC

702.1 (UNIFORM STANDARD SPECIFICATIONS AND

DETAILS FOR PUBLIC WORKS CONSTRUCTION)

ASPHALT BINDER PG 58-28

ASPHALT TACK COAT

1-1

2" ASPHALT CONCRETE WEAR COURSE

1-1

2" ASPHALT CONCRETE BASE COURSE

EX. PAVEMENT

EXISTING SUBGRADE

NOTES:

1. CONSTRUCT ASPHALT AND BASE COURSE IN ACCORDANCE WITH

GEOTECHNICAL REPORT RECOMMENDATIONS.

SCALE:3

TYPICAL BITUMINOUS PAVEMENT SECTION

NTS

NOTES:

20"

6" 4"

5" 7 1/2" 7 1/2"

20"R

1/2'' BATTER

OPTIONAL

1. ALL CONCRETE CURBS, AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE

STRENGTH OF 4000 P.S.I. AND BE CLASS "B" CONCRETE.

2. MOUNTABLE ROLL CURB TRANSITION TO VERTICAL CURB SHALL TRANSITION IN 5

L.F. RUN, MIN.

3"3"

#4 BAR CONTINUOUS

EXCEPT AT EXPANSION JOINTS

SCALE:2

MOUNTABLE ROLL CURB AND GUTTER

NTS SCALE:4

DESIGN D CURB & GUTTER

NTS

3:1

SLOPE 3/4"

PER FT.

1/2" RAD.

" 4"

1/2" RAD.

12" 14"

4' x 4'

MINIMUM

LANDING

. 5

4.0' VAR.VAR.

BACK

CURB

PLAN VIEW

SECTION A-A

4.0' MIN.

LANDING AREA

2.0% MAX. 2

VAR.

RAMP

8.0% MAX.

CURB &

GUTTER

ELEVATION

VAR. 4.0' VAR.

10.0% MAX. 10.0% MAX.

SLOPES ARE DEFINED AS ABSOLUTE DIFFERENCE PER LENGTH OF RUN. (AS OPPOSED TO RELATIVE SLOPE WITH RESPECT TO A CURB LINE). NO SIGNS OR PERMANENT OBSTRUCTIONS ALLOWED IN RAMP OR PATH OF TRAVEL.

1/2-INCH EXPANSION JOINT. 1/2 -INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213.

PROVIDE A 4' X 4' MINIMIUM LANDING. SEE PLANS FOR RUNNING SLOPE AND CROSS SLOPE, NEITHER OF WHICH

MAY EXCEED 2.0% AS CONSTRUCTED.

PLACE THE DETECTABLE WARNING (RAISED PLASTIC DOMES) BEHIND CURB.

DETECTABLE WARNING AREASHALL CONTRAST VISUALLY WITH THE ADJACENT GUTTER, ROADWAY, OR

WALKWAY, EITHER LIGHT ON DARK OR DARK ON LIGHT.

CROSS SLOPE OF THE RAMP MAY NOT EXCEED 2.0% AS CONSTRUCTED.

ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4-INCH.

NOTES:

SCALE:1

PEDESTRIAN CURB RAMP

NTS

SCALE:7

BIOLOG SEDIMENT CONTROL

NTSSCALE:6

INLET PROTECTION - SEDIMENT FILTER SACK

NTSSCALE:5

SILT FENCE EROSION CONTROL

NTS

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

DIRECTION OF

RUNOFF FLOW

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOILMETAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

1" (25 mm) REBAR

FOR BAG REMOVAL

FROM INLET

EXPANSION RESTRAINT

[1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT

WASHERS]

2 EACH DUMP

STRAPS

DUMP STRAP

SILT SACK

STORM FREQUENCY:

MAX. FLOW VELOCITY:

MAX. DITCH GRADE:

MAX. DRAINAGE AREA:

2 YR. - 24 HR.

2 ACRE

1.5% - 3%

GENERAL DESIGN GUIDELINES

1.5 FT./SECOND

45°

BIOROLL

8" - 10" EMBEDMENT DEPTH

1"x2"x18" LONG WOODEN STAKES

AT 1' 0" SPACING MAXIMUM.

STAKES SHALL BE DRIVEN

THROUGH THE BACK HALF OF THE

BIOROLL AT AN ANGLE OF 45° WITH

THE TOP OF THE STAKE POINTING

UPSTREAM. PROVIDE 8" TO 10" OF

EMBEDMENT DEPTH.

BIOROLL STAKING DETIAL

FLOW

STAKE

STRAW OF WOOD FIBER 6"

TO 7" DIA. ROLL ENCLOSED

IN PLASTIC OR POLYESTER

NETTING

CRUSHED AGGREGATE GRADATION

SIEVE SIZES

(SQUARE OPENINGS)

AGGREGATE BASE

(PERCENTAGE BY WEIGHT

PASSING SIEVE)

1 1/4" 100 No. 4 38-65 No. 8 24-60 No. 30 10-40 No. 200 3-12

SCALE:8

TYPICAL STREET SECTION WITH SURMOUNTABLE CURB

NTS

7.5' 7.5'

SURMOUNTABLE C&G

3" MIN.

UNDER CURB

(TYP.)

6" (TYP.)

SEE DETAIL 3 / SHEET C-501

CHRISTY SPRINKLER BLOCK - TYPE A

PART CIRCLE ROTOR

SCHEDULE 80 PVC NIPPLE

LASCO T9-34-212 1-INCH SWING JOINT MIPT X MIPT 12-INCH LAY LENGTH

SCHEDULE 40 PVC TEE OR ELL S X T

PVC LATERAL PIPE (SIZE PER PLAN)

NOTES:

1. INSTALL LATERAL WITH A MINIMUM EIGHTEEN (18) INCHES OF COVER

2. INSTALL SPRINKLER HEAD BETWEEN 1/4-INCH AND 1/2-INCH BELOW TOP OF SPRINKLER BLOCK

(COLLAR)

3. INSTALL SPRINKLER BLOCK FLUSH WITH FINISH GRADE

4. INSTALL SPRINKLER BLOCK ON TOP OF 2-INCH GRAVEL BASE

5. ALIGN SPRINKLER HEAD PERPENDICULAR WITH GRADE

6. COMPACT SOIL AROUND SPRINKLER HEAD

7. INSTALL SWING JOINT LAY ARM AT AN ANGLE BETWEEN 30 AND 45 DEGREES

V/33 A ROTOR ASSEMBLY (PART CIRCLE)

NOTE: INSTALL PRECAST CONCRETE

SPRINKLER PROTECTOR BLOCKS ON

EXISTING SPRINKLER HEADS ADJACENT TO

NEW MOUNTABLE ROLL CURB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h:

:\1

\1 n ca p ac ifi c di st ric t -p re sc ot t n at io na l c em et er y re pl ac e ce nt er ro ad ir rig at io n m ai n lin e\ _0 ci vi l\_ c ad fi le s\

_0 sh ee ts \1

_d et ai ls

.d w lk av ed :1

lo t:1

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

16054

PRESCOTT NATIONAL CEMETERY

REPLACE CENTER ROAD, NEW

CURBS, & IRRIGATION MAIN LINE N/A

12/13/2023

PRESCOTT, AZ

LRK MAM

CONSTRUCTION

DOCUMENTS

Date:

900-MM-FY23-004

Engineering Discipline:

Central Geotechnical Services 10240 SW Nimbus Ave. Suite L6 Portland, Oregon 97223 503-616-9419

IRRIGATION

DETAILS

C-502

SCALE:1

ISOLATION VALVE

NTS

TOP VIEW

ENLARGED FOR CLARITY

OPEN

C L O S E

C O EL S

P E N

6 HDPE PRESSURE SUPPLY LINE

SEE PLAN FOR SIZE

1 AQUAFUSE 3" PE X PE BALL VALVE

PER IRRIGATION LEGEND

5 PVC SLEEVE (MIN I.D. 6")

NOTCH PIPE TO FIT VALVE

4 3/4" GRAVEL SUMP UNDER VALVE BOX

WRAPPED WITH FILTER FABRIC

3 FINISH GRADE

2 POLYMER VALVE BOX MODEL FL08

(DO NOT CUT ADDITIONAL HOLES

INTO BOX.)

SOD

4 1" PVC SCH 80 RISER

(LENGTH AS REQUIRED)

8 1" FIPT X FIPT SCH 80

COUPLING

R P

2 FINISH SURFACE

7 (2) UNMORTARED STANDARD BRICKS

3 QUICK COUPLING VALVE

(SEE SPECS.)

5 3/4" GRAVEL SUMP IN, UNDER, AND AROUND

VALVE BOX. FILL TO TOP OF VALVE BOX HOLES.

6 INSTALL FILTER FABRIC

AROUND GRAVEL SUMP.

11 AQUASADDLE

10 AQUAFUSE MANUFACTURED

SWING JOINT

12 HDPE PRESSURE SUPPLY LINE

(SEE PLAN FOR SIZE)

9 36" LONG, #4 REBAR STAKE WITH

TWO STAINLESS STEEL CLAMPS

1 POLYMER VALVE BOX MODEL FL08

(DO NOT CUT ADDITIONAL HOLES INTO BOX)

NOTE:

INSTALL SWING JOINT LAY ARM AT AN

ANGLE BETWEEN 30 AND 45 DEGREES.

QUICK COUPLER VALVES SHALL BE OF A

TYPE APPROVED FOR RECYCLED WATER

USE.

33°

SCALE:2

QUICK COUPLER

NTS

Horizontal Limits

Ve rti ca l

Li m its

Slope Per OSHA Requirements 1'

M in im um

Wire Bundle Typ.

HMAC Finish Surface

Road Base

SCALE:4

HDPE MAINLINE BEDDING

NTSSCALE:3

REMOTE CONTROL VALVE ASSEMBLY

1:4

HDPE MAINLINE 4-INCH

HDPE FUSIBLE SADDLE 2-INCH

HDPE MAINLINE 2-INCH

HDPE 90 ELL BUTT 2-INCH

HDPE TRANSITION FITTING 2-INCH

2-INCH SCHEDULE 80 PVC UNION T X T

2-INCH X 3-INCH SCHEDULE 80 PVC NIPPLE (TBE)

AUTOMATIC CONTROL VALVE WITH PRESSURE REGULATOR

SCHEDULE 80 PVC MALE ADAPTER

CLASS 200 PVC LATERAL

SUPPORT BRICKS - CONTINUOUS UNDER VALVE BOX

1324 POLYMER CONCRETE VALVE BOX

WATERPROOF WIRE CONNECTORS

VALVE ID TAG

CONTROL WIRE WITH COIL

NOTES:

1. PLACE 1/2-INCH X 1/2-INCH WIRE MESH UNDERNEATH

VALVE BOX AND ON TOP OF BRICKS

2. INSTALL VALVE BOX FLUSH WITH FINISH GRADE

3. CONNECT ALL WIRE USING WATERPROOF ELECTRICAL

CONNECTIONS

4. ATTACH ID TAG WITH STATION NUMBER TO SOLENOID

CONTROL WIRE

FINISH GRADE

WIRE MESH

COMPACTED SUBGRADE

1 CU-FT GRAVEL SUMP

18'

SCALE:5

CONCRETE SPRINKLER PROTECTOR BLOCK

NTS

AutoCAD SHX Text

44043 ROGER ALLEN ANDERSON

AutoCAD SHX Text

SOD

AutoCAD SHX Text TRENCH CONDITION GENERAL NOTES: 1. Pipes shall be installed either in a trench condition or in a non-trench condition in natural ground or in Pipes shall be installed either in a trench condition or in a non-trench condition in natural ground or in embankment. 2. In a trench condition, the vertical and horizontal limits shall be maintained. If horizontal limits are exceeded or In a trench condition, the vertical and horizontal limits shall be maintained. If horizontal limits are exceeded or the vertical limits are not maintained, a non-trench condition exists. 3. Bracing and sloping shall conform to OSHA requirements. Bracing and sloping shall conform to OSHA requirements. 4. Bedding material shall be used for pipe backfill on thermoplastic pipes, and may be used for pipe backfill on other Bedding material shall be used for pipe backfill on thermoplastic pipes, and may be used for pipe backfill on other pipes. 5. In a non-trench condition, the embankment for pipe stability shall be constructed in lifts to the limit shown in In a non-trench condition, the embankment for pipe stability shall be constructed in lifts to the limit shown in the detail simultaneously with the bedding material and pipe backfill. If the contractor chooses to construct it as a trench condition, the embankment shall be constructed before excavating the trench. D Outside diameter of full circle pipe or outside dimension (span or rise) of arch, arch pipe, elliptical pipe. For D < 48" : Minimum = 6" For D > 48" : Minimum = 12" For D > 48" : Minimum = 12" Maximum = 24" Maximum = 36" For thermoplastic pipe: Minimum = 0.25D + 6" 6" except when on unyielding or unstable material. See Standard Specs. TRENCH BACKFILL PIPE BACKFILL BEDDING PIPE BACKFILL BEDDING BEDDING ADOT - TYPICAL PIPE INSTALLATION DRAWING NO. C-13.15

Sheets and Views

GI001 OVERALL AND SHEET INDEX

CD101 DEMOLITON PLAN (NORTH)

CD102 DEMOLITION PLAN (SOUTH)

CS101 SITE PLAN (NORTH)

CS102 SITE PLAN (SOUTH)

CG101 STREET PLAN & PROFILE (NORTH)

CG102 STREET PLAN & PROFILE (SOUTH)

CU101 IRRIGATION PLAN & PROFILE (NORTH)

CU102 IRRIGATION PLAN & PROFILE (SOUTH)

C-501 DETAILS

C-502 IRRIGATION DETAILS

File details come from the government source that posted it. Updated Feb 21, 2024.