Attachment 25 - Maricopa Association of Governments Uniform Standard Details.pdf

UNIFORM STANDARD DETAILS

for

PUBLIC WORKS

CONSTRUCTION

SPONSORED and DISTRIBUTED by the

2024 Revision to the

2020 EDITION

ARIZONA

FOREWORD

Publication of these Uniform Standard Specifications and Details for Public Works Construction fulfills the goal of a group of agencies who joined forces in 1966 to produce such a set of documents. Subsequently, in the interest of promoting countywide acceptance and use of these standards and details, the Maricopa Association of Governments accepted their sponsorship and the responsibility of keeping them current and viable.

These specifications and details, representing the best professional thinking of representatives of several Public Works Departments, reviewed and refined by members of the construction industry, were written to fulfill the need for uniform rules governing public works construction performed for Maricopa County and the various cities and public agencies within Maricopa County who could not afford to promulgate such standards for themselves. Agencies in other regions or climes that desire to use these specifications may need to make adjustments for local conditions.

A uniform set of specifications and details, updated and embracing the most modern materials and construction techniques will reduce conflicts, provide clarity and lower construction costs for the benefit of the public.

Use of these standards for projects outside of the right-of-way should be reviewed by professional engineers and architects and applied with care to insure relevance to the planned work.

Specifications and details should be incorporated into project plans and specifications after careful review by the design engineer or architect of specific project needs.

Not all specifications contained herein will apply to all projects. Prepared plans and specifications should clearly call out only those specific uniform specifications and details required for the project.

Uniform specifications and details are not a substitute for good engineering judgment. Unique conditions will arise that are outside the scope of these standards. When this happens, professional engineers and architects are required to use their judgment to amend these standards to best meet site-specific project needs in accordance with the rules set forth by the State of Arizona and policy statements made by the Arizona State Board of Technical Registration.

The Uniform Standard Specifications and Details for Public Works Construction are revised periodically and reprinted to reflect the changing technology of the con-struction industry. To this end a Specifications and Details Committee has been established as a permanent organization to continually study and recommend changes to the Specifications and Details. Interested parties may address suggested changes and questions to:

Suggestions will be reviewed by the committee and appropriate segments of the construction industry and revisions will be published the first of each year. A copy of this publication is available for review on the internet at the website listed below. Please follow the links to the publications page and look for Uniform Standard Specifications for Public Works Construction and/or Uniform Standard Details for Public Works Construction: www.azmag.gov

In the interest of regional uniformity, it is hoped that all using agencies will adopt these standards with minimal changes. It is recognized that because of charter requirements and for other reasons, some agencies will find it necessary to modify or supplement certain requirements. In the interest of regional uniformity, it is strongly recommended that using agencies bring desired modifications to the MAG Committee for consideration and inclusion into these standards.

https://protect.checkpoint.com/v2/r01/___http://www.azmag.gov___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NDNlMDowM2Y0MjQzMmI3MmU4YjNlZjQ5Y2RkNGZjZTI4YmNhNDY3OTlhZWYzMzE0MzRhYTY4ZTUxYjgyZmYyYTdlYzUwOnA6VDpG

100 SERIES: GENERAL INFORMATION

200 SERIES: STREET INFORMATION

200 SERIES: STREET INFORMATION (CONTINUED)

300 SERIES: WATER INFORMATION

100-1 100-1INDEX (PAGE 1 OF 3) 01-01-2024

* NEW OR

REVISED.

400 SERIES: SEWER INFORMATION

BALL MARKERS (STANDARD)

440-2 2007 TYPE ‘B’ SEWER BUILDING CONNECTION - TWO-WAY

CLEANOUT AND METER BOX AT R/W

440-3 2007 TYPE ‘C’ SEWER BUILDING CONNECTION - ONE-WAY

CLEANOUT AND METER BOX

500 SERIES: IRRIGATION AND STORM DRAIN INFORMATION

500 SERIES: IRRIGATION AND STORM DRAIN INFORMATION (CONT.)

BASINS

TYPE ‘I’

100-2 100-2INDEX (PAGE 2 OF 3) 01-01-2024* NEW OR

600 SERIES: LANDSCAPING AND LANDSCAPE IRRIGATION

100-3 100-3INDEX (PAGE 3 OF 3) 01-01-2023

* NEW OR

PAGE RESERVED FOR FUTURE USE.

https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/F1043.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZWRkYjozYzcwN2Q2ZTdiZmQ5ZDljYWZhNDVkZTk0NDJmZjZjMGRjYzFiZjYyN2EzMGY5YWFiYmM4YjQ0NjVmZmViMTRhOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D1751.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZWVlYzpiMWVmYWM3ODFjYjI1NGI3OGQ3N2JjYTFlN2U4YWQ4MzBkOGY4NjMzMGQzYzlkYzc5YjgyZTZmNGQ0MmUwZDhhOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D1751.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NTliZjpjMTBiMWMwZmJlODUxNDBiMTc0MWJmODg3ZjdkMDU4NmVjZTc5YjgwOTEyYWU1Yzk5OGFhNDE2MDNjZDM3NjMyOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A36.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6Y2I1NTo1YTNmNDYzNzQzYzY1NDc3M2JjYmU2ZDlkODAzNTljZWU3NzA2MjAwYzZiMWViNWMwOGI3OGM1ZjQxODJmZjVkOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C33.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NzM3Mzo3OTFjNzI2NDEwYTgzMjZiOGFkZjQ3MDE2MTQ5ZTQ4MzcwMGMyYTY5MjIwYzE3NjA0N2Y0MmRkMDZkMTM2MGVmOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D1751.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6MzUyMTozNTFjNGY3MjM0MjIxYzkwZDMxMzdiNzA5NTY3YTM2NWZiNmY0ZWE2NmQxNGVkOTJkYjk5MWIwZjZkOWE4ZmQ2OnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D1751.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZGZlZjo5MjVkNjVlYWQxMGUzZWE3YzllMzZiNjU1MjUzNzgwYzVjZmIwNmZjNzFlMjZmMmFkOTRmNDM2MmQ5ZTI1YWJiOnA6VDpG

JJOOIINNTT RREESSTTRRAAIINNTT WWIITTHH TTIIEE RROODDSS330022--11 EENNGGLLIISSHH

SSTTAANNDDAARRDD DDEETTAAIILL

330022--110011--0011--11999988 https://protect.checkpoint.com/v2/r01/___https://compass.astm.org/EDIT/html_annot.cgi?A307+14e1___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6YWYwODplY2VmYzY4NTllMWU2OWNiM2EwNzc3ZTY3ZDA4ZjBiNTQyZWE5Y2ZhOTBkODcyNDczNWZiZGUyNzEyMzI4YmVmOnA6VDpG

SEE NOTE

NO. 4

3/8" x 1-1/4" THRU

PICK HOLE PLAN VIEW

A A

SECTION A-A

B

B

SECTION B-B

D

F

G L

M

K

E

H

B

A

C

AMR DETAIL OPTION

I

J

SEE NOTE

NO. 5

N

NOTES:

1. STEEL COVER MATERIAL TO BE PER

ASTM A786

2. POTABLE WATER COVER PAINTED

BLACK AND RECLAIMED WATER

COVER PAINTED PANTONE PURPLE

512. USE OIL BASED PAINT ALKALI

RESIN PER SECTION 790

3. DIMENSIONS SHOWN SHALL NOT

VARY MORE THAN A 1/16 OF AN

INCH

4. ALL COVERS MADE OUT OF

DIAMOND CHECKER PLATE

5. STANDARD AUTOMATIC METER

READER (AMR) HOLE 2" PER

AGENCY OR STANDARD

SPECIFICATION

6. REFER TO DETAIL 320 FOR

VERTICAL LOAD RATING

https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A786.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZDE4NDo5ZjJjNDBlZjg1ODAwMGRlYTY0OTVhZWJhNDI4MDkzMGEwOTFkYzM1MjJkYjNhZmJlNjU3MTA5ZWJhMzk4YzJjOnA6VDpG

A A

SECTION A-A

B

DETAIL B

C D

A

B

NON-SKID

TEXTURE

E H

K

3/ 4"

I

J

1/2" X 1-1/4"

THRU

PICK HOLE

RECESSED MARKING

SEE NOTE 5

75°

TYP

F

G

SLOTTED AMR

DETAIL OPTION

PLAN VIEW

R1"

TYPØ4-5/8" X 3/8"

DEEP

1"

NOTES:

1. POTABLE WATER COVER TINTED

GRAY AND RECLAIMED WATER

COVER TINTED PANTONE PURPLE

2. DIMENSIONS SHOWN SHALL NOT

VARY MORE THAN A 1/16 OF AN

INCH

3. ACCEPTABLE ALTERNATIVES

INCLUDE "SHEET MOLDED

COMPOUND" (SMC), AND "BULK

MOLDED COMPOUND" (BMC).

PLASTICS ARE NOT ACCEPTABLE

MATERIALS

4. SLOTTED AUTOMATIC METER

READING (AMR) HOLE PER AGENCY

OR STANDARD SPECIFICATION

5. MARKING PER AGENCY AND/OR

UTILITY

6. REFER TO DETAIL 320 FOR

VERTICAL LOAD RATING

A A

I

H

G

C B

A

J

F

E

D

1/2"

DIAMOND PLATE

L

9/16"

LID SEAT

M

N O

P

7"

STEEL

COVER

STEEL

CAP

CONCRETE

BODY

Ø1-1/8" X 1/2" DEEP

Ø5/16" THRU

2 PLACESBOX ONLY - TOP VIEW COVER ONLY - TOP VIEW

SECTION A-A BODY AND COVER END VIEW

K

SEE NOTE NO. 3

KNOCK OUT

NOTES:

1. COVER AND BOX COMBINATION

SHALL MEET AASHTO H20

2. DIMENSIONS SHOWN SHALL NOT

VARY MORE THAN A 1/16 OF AN

INCH

3. MARKINGS PER AGENCY AND/OR

UTILITY

4. STACKABLE EXTENSION AVAILABLE

TO ACHIEVE DEPTH DESIRED

5. GROUND BELOW THE BOX TO BE

COMPACTED TO 95% MAXIMUM

DENSITY

6. 6" CONCRETE COLLAR IF REQUIRED

BY AGENCY

NOTES:

1. THE METER BOXES SHALL

CONFORM TO DIMENSIONS AS

SHOWN AND SHALL NOT VARY

MORE THAN A 1/16 OF AN INCH

2. THE METER BOXES SHALL BE MADE

OF CLASS 'AA' CONCRETE PER SECT.

725. ACCEPTABLE ALTERNATIVE

MATERIALS INCLUDE "POLYMER

CONCRETE", "SHEET MOLDED

COMPOUND" (SMC), "BULK MOLDED

COMPOUND" (BMC), AND

POLYETHYLENE WITH POLYMER

CONCRETE FRAME

3. MINIMUM VERTICAL LOAD RATING

PER TIER 5 ANSI/SCTE77 TESTING

STANDARD FOR GRADE LEVEL

ENCLOSURES AND COVERS

4. FOR LOAD REQUIREMENTS ABOVE

5,000 POUNDS USE DETAIL 319,

TRAFFIC RATED BOX AND COVER

https://protect.checkpoint.com/v2/r01/___http://www.astm.org/cgi-bin/resolver.cgi?C33___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZWYxZjoxYWU3MDhiNzBiMjJkNzQwMTA3NDI1MDM2ZWIzNDUyYTc4ZmMyMDNiN2QzYmFkMjU0MTM5YmFiYTQ4YmI1YTIzOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A513.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6OTUxMDpkN2JkYWJjNjhmZGIxMzViNmNmYjBmNjNiOGYwYzJkNmRkZDE1ZGEyNDQ1MzliZWRjMzE3NjVhMDU4ODUzNTIzOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A108.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6MGI2MDphYzJjOTExNDgwNGUzNzRlMzdmZWY0NjA0ZmZjZDU0MGJlN2JjNDIxZjRhZmMyM2E3NjcxZWY3NjVlOTRjNDQxOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C425.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NTVmYzpmNzI1NmYyMTAyNjIzY2IzZmE1OWVkYmQ4NmVhNmM1YWVhNjFkM2ExMTc1ZjIzZGI5NzU5OGU1NDBhOGQzNjc0OnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C923.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6MjgwMzpkNzU4NWYyZWYwNmFhNTY1NTU3NGZmY2Q4ZGJjNDNlMTE5MjllMDg1NDllNWIzMDEyMWUwMzc4NWQ2MmU0NjdiOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C478.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6OWQzNDo1MThiM2ZkNGMxNjBmOWZjZDE2ZTRhM2Q2NTJkNmExNDUzZTQ4ODkzOGEwOTk0NmM0MjI1OWExNjNlYzQzN2RlOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C478.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6Y2NiMTo1MDFhYmFiNTljYTQ1MDE4ZTU4MmE0MDBmZWExNTUyZmFlZTM1MjlhZTUxMTAwYWU0NjQ3ODk3YTVhMzIyZDEwOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C478.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6Y2NiMTo1MDFhYmFiNTljYTQ1MDE4ZTU4MmE0MDBmZWExNTUyZmFlZTM1MjlhZTUxMTAwYWU0NjQ3ODk3YTVhMzIyZDEwOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C425.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NTE3YzpiNjE1OWZhNzNlODFlMzkwMTM4NWYwOTQ1YzQ2YTM1MGE1ZTlkYzQwM2NkNDA0MzA4MjcwYTM1MmJmN2ViN2JjOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C478.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZDQzYzphOTljMTdlNTYyYmVkNDFmNDExZjYzOWYwODBiODNiNmQ0YzAyZTMyZDdjMzNmZWQ4MDZlNGU5ZjU1OWQ2ZTY2OnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6Y2I3Mzo2ZGU2MDM3NGNmN2NiMzAyNmUzOGU1NWFiZjBlOTRjYTYzMjhlY2VmOTM5MTNkN2M4ZTE5OTFkYzA1MzQ4Y2VlOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZGYzYToyZTk4NzZjMmE0MGI4NmEzNzY3OWJiMmYzMDBlMDYyNThiZDdiNTQ1ZjRhMzkwYjYxNzQyM2I0YjBmNjM4YWMzOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZGYzYToyZTk4NzZjMmE0MGI4NmEzNzY3OWJiMmYzMDBlMDYyNThiZDdiNTQ1ZjRhMzkwYjYxNzQyM2I0YjBmNjM4YWMzOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6MTU1Mjo1ZTNlNjVmNzI0NzcxMDgyODNkOWI4OWNlNzI1YTEyYjk5ZDExYTE0NWE4ZjY2ZjFhZTc0ZmE1MWE2MDE1NmNmOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZjUwYToxM2YyZjkzOWZlNTA0ZWJmMjVmYzhkYTkwMzU1YzYwMDkyNGM0YzhjMWU5NzJkMGVhOTY2MDViNTRmNjUxN2JkOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZjUwYToxM2YyZjkzOWZlNTA0ZWJmMjVmYzhkYTkwMzU1YzYwMDkyNGM0YzhjMWU5NzJkMGVhOTY2MDViNTRmNjUxN2JkOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/B179.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6YWEwNTpiMjEwOGJhZjExYTRjOWVlMjczZjljMWZmNGUxMDc1NDUyNjY3NDRhMjcyYzg2ZmE5Y2RlYjhkOGI5NGZjYTY5OnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/B108.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6YzkyNzo5YzY4ZTI2YTYzNzE3YTAyYTIzZTU3ZTc5OGI1YjUxMjVlNDdmODQzOTMwMzVmOTZjNzliN2UzMTQzYzQ4MDUxOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D2321.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6MGEwMDo4N2UwZjUxZDc3Y2FiYmYxZDM3NTIxNzk5YTUzMTFlYzViNzMzMTIxZTQxZWVjODJjOTIwZDc0M2Y0M2Y3NGNkOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D2321.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6MzFjOTpiZjMyYmFjZGZjYjY2Zjg4NTkxMGI3OWZjYWVjNjQyMTg3OTk1MjY5MmE2ZTc0ZTQ1NjllMzAyMDIzMmE3MjBkOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/D2321.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6YzE4Yjo4NDRlNTljOTM5ZDM5ZmQ1N2IzNjI1YjY3MGFkMmIxNTU0ZTg0YjQzNzFiYWQ5NTdmZjA4NjNjYjUzNDc4YWNjOnA6VDpG

NOTE:

PAINT COVER BOTH SIDES

ONE PRIME COAT, TWO

FINISH COATS, SECT.

790, PAINT NO. 9

10 GUAGE SHEET

STEEL COVER

HANDLE EXTENDS--

6" BELOW

TOP WHEN

IS OPEN

STANDARD

CONCRETE

PIPE -------a-i

CONCRETE AS

REQUIRED TO

SECURE GATE

FINISH

GRADE

4"

DETAIL NO.

1111 1

1111 1

N

(2) 5/16":::-

HOLES I

4" 0.C. N

TYPE 'A'

1 1111

1 1111 w

CJ)

o::o Ww • Ii:i: o1-"' oo

CJ) 0.

CJ) CJ)

w z :J

NOTES:

1. BRACE TO BE INSTALLED EVERY 2'

FROM TOP OF HEADGA TE FRAME. BOTTOM

BRACE TO BE HIGH ENOUGH TO ENABLE

FULL OPENING OF HEADGA TE.

2. INSTALL 1 /2" BOLTS INTO LEAD

PLUG DRILLED TO WITHIN 1" OF

OUT SIDE OF STANDPIPE. SPACERS

TO BE INSTALLED AT EACH BOLT

BETWEEN HEADGA TE FRAME AND INSIDE

OF STAND PIPE.

3. LOCATION OF 2" HOLE FOR GATE

STEM TO BE DETERMINED AFTER

IN ST ALLA Tl ON OF GA TE.

SEE

4. CONCRETE SHALL BE

CLASS A PER SECT. 725.

PAINT ARROW ON OUTSIDE OF

STANDIPE INDICATING DIRECTION

"TO OPEN" HEADGATE.

GATE TYPE,

SIZE AND NO.

REQUIRED AS

GIVEN ON PLANS

w 0.ZCJJ a:: :s: z

0<( lLI_J

0CJ)0.

WCJ)Z

N<(O

SEE NOTE

FORM CONC. AROUND

END OF PIPE BEHIND

HEADGA TE FRAME --�

SEE NOTE 3

(4) 3/8" BOLTS TO BE

GROUTED INTO STANDPIPE

EQUI-DISTANT WITH

1-1/2"x3" RECTANGULAR

WASHERS AND NUTS

GALVANIZED EXPANDED

METAL LID (9 GUAGE)

l���t±:j��

I I 111. · .•

· r REINF. PIPE

CONC.

1 1111 :.·.:

1 1111

1 1111 •· ·

FINISH

GRADE

t-,i,,+tt-�- HEADGATE TOll'-->---------. BE APPROVED

BY AGENCY.

TYPE 'B'

DETAIL NO.

MARICCPA STANDARD DETAIL

ASSCCIATICNaf ENGLISH GICVERNMENTS IRRIGATION STANDPIPE

REVISED

01-01-2018 503 https://protect.checkpoint.com/v2/r01/___https://compass.astm.org/EDIT/html_annot.cgi?A123+17___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6YjU1NDozNjk5MTMyODhiMzJiM2VmYTg2Y2Y0Y2M5NDdmY2NkNzRhMWRiZTg1NmNkZDk3ZDk3Nzg0Mjc3YzI5MzY0YTViOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C76.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NThkOTo2MjQ0NTlmNTMyYzRlNzRiYzJhNjFjYWQzZjEyNTI3OWRkZjkxNjE3MDAyNzgyZDBlYzE1ZWIyN2MwMTRiNmNkOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C478.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6Y2I5NjowZGZiNTIyM2FkNTAzZjZkMTZiZmNkYjIwZGM2NGJmMmM2MjU2NzBmZDA5ZjNkOGYxNGIxOWVjYmQ1ODQ0ODM5OnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NTY4NzpjNDljYWY0NGMwYjc5NWY3YzkyYzI0MWRhM2NiNjM0NDI4NmU3MTQ4MGYzODM4Y2FhZGJkZTk2NjRiNmU1YjNiOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A48.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZGY0MzoyNGMwZTc4ZThjZjcwMzJiZGJhMTExZDJkOGRmMWIzNjZlZDgzZjRiY2Y0MjQzY2YzN2I4YWZiY2ZkNjhmZDY1OnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A36.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6OWNjYzpmNWU1MDAwOWE3YjNkMDY4N2U5N2QzMmUzN2QzMmVhNTQzZGM3ZGYyN2I2ZWZiZjhmMjJiZTM1MWQ0M2RhOTJlOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/A36.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6NzEzNDplMTQwYjJiOTUyMzNiOGE5MjFmOWFjMjE2YzM0NzQ1OGU2MWQ3NmYyODRmZjkxNTA2ZTdhN2IxM2QwNDIyZTkyOnA6VDpG https://protect.checkpoint.com/v2/r01/___https://www.astm.org/Standards/C33.htm___.YXAzOnNwZWN0cnVtZW5naW5lZXJzOmM6b2ZmaWNlMzY1X2VtYWlsc19hdHRhY2htZW50OmYwOTE0MmUzN2ViZGNkMzU1MGRkYzVlZTBkY2ZlOTE1Ojc6ZTBhNjoxMTdhZmVhMTIwOGE3ZDNiODBlNzE5YTAzYjhlYTg1ODQ4Y2YwMjhhMDM2ZGFlYTM0MTNiYjE2MzdlZDAwZjAxOnA6VDpG

2 LODGEPOLE PINE

STAKES, 8'-0" LENGTH.

NATIVE SOIL BACKFILL-

REMOVE CALICHE AND

ROCKS GREATER THAN 3".

PUDDLE AND SETTLE TO

SET PLANT AT FINISH

GRADE.

FINISH

GRADE

NOTES:

1. STAKES SHALL BE TRIMMED

DOWN IF THEY WILL CONTACT

AND DAMAGE PERMANENT

SCAFFOLD BRANCHES IN WINDY

CONDITIONS.

2. REMOVE NURSERY STAKE,

UNLESS DIRECTED TO LEAVE.

TREE GUYING.

SEE DETAIL 601-5.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK

-TAPER TURF FINISH GRADE TO

CREATE SHALLOW BASIN

DOUBLE STAKE

PLAN VIEW

STAKES - MIN. 12"

EMBEDMENT INTO

UNDISTURBED SOIL

D

EP

TH

O

F R

O O

TB

AL

L

2X ROOTBALL

12"

MIN.

12"

MIN.

MAINTAIN ROOT

FLARE ABOVE

FINISH GRADE

ENGLISH

STANDARD DETAIL

601-1 601-1

DOUBLE STAKE TREE

5 GAL., 15 GAL., 24" BOX 01-01-2023

2 LODGEPOLE PINE STAKES,

8'-0" LENGTH.

NATIVE SOIL BACKFILL-

REMOVE CALICHE AND

ROCKS GREATER THAN 3".

PUDDLE AND SETTLE TO SET

PLANT AT FINISH GRADE.

MAINTAIN ROOT FLARE

ABOVE FINISH GRADE

FINISH GRADE. SLOPE

VARIES. SEE PLAN.

NOTES:

1. STAKES SHALL BE TRIMMED DOWN

IF THEY WILL CONTACT AND

DAMAGE PERMANENT SCAFFOLD

BRANCHES IN WINDY CONDITIONS.

2. REMOVE NURSERY STAKE, UNLESS

DIRECTED TO LEAVE.

D

EP

TH

O

F R

O O

TB

AL

L

TREE GUYING.

SEE DETAIL 601-5.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK

-TAPER TURF FINISH GRADE TO

CREATE SHALLOW BASIN

12"

MIN.

12"

MIN.

BA

LL

D

IA

1/3 BALL

DIA.

DOWN SLOPE

ELONGATED SLOPE PIT

ELONGATED PITS SHALL BE USED ON

SLOPES. RECTANGULAR PITS ARE

ACCEPTABLE PROVIDED THEY

ACCOMMODATE THE PLANTS AS SHOWN.

PLANTS SET VERTICALLY, AND NOT

PERPENDICULAR TO SLOPE FACE

1/3

ROOT-

BALL

PIT PLAN

1/3 BALL

DIA.

ROOTBALL

RECTANGULAR PIT

1/3

ROOT-

BALL

EXISTING GROUND LINE

BERM. DOWNHILL SIDE

ONLY.

STAKES - MIN. 12" EMBEDMENT

INTO UNDISTURBED SOIL

ENGLISH

STANDARD DETAIL

601-2 601-2

DUAL STAKE TREE ON SLOPE

5 GAL., 15 GAL., 24" BOX 01-01-2023

NATIVE SOIL BACKFILL-

REMOVE CALICHE AND

ROCKS GREATER THAN

3". PUDDLE AND

SETTLE TO SET PLANT

AT FINISH GRADE.

MAINTAIN ROOT

FLARE ABOVE FINISH

GRADE

FINISH GRADE

NOTES:

1. STAKES SHALL BE

TRIMMED DOWN IF THEY

WILL CONTACT AND

DAMAGE PERMANENT

SCAFFOLD BRANCHES IN

WINDY CONDITIONS.

2. REMOVE NURSERY

STAKE, UNLESS

DIRECTED TO LEAVE.

D

EP

TH

O

F R

O O

TB

AL

L

2X ROOTBALL

TREE GUYING.

SEE DETAIL 601-5.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK

-TAPER TURF FINISH GRADE TO

CREATE SHALLOW BASIN

DO NOT COVER

CROWN OF TRUNK.

STAKES - MIN. 12"

EMBEDMENT INTO

UNDISTURBED SOIL

18"

MIN.

18"

MIN.

TRIPLE STAKE

PLAN VIEW

ENGLISH

STANDARD DETAIL

601-3 601-3

TRIPLE STAKE TREE

36" BOX OR GREATER 01-01-2023

NATIVE SOIL BACKFILL-

REMOVE CALICHE AND

ROCKS GREATER THAN 3".

PUDDLE AND SETTLE TO

SET PLANT AT FINISH

GRADE.

MAINTAIN ROOT FLARE

ABOVE FINISH GRADE

FINISH GRADE

NOTES:

1. LEAVE LOWER TEMPORARY

LATERAL BRANCHES ON TRUNK.

2. STAKES SHALL BE TRIMMED

DOWN IF THEY WILL CONTACT

AND DAMAGE PERMANENT

SCAFFOLD BRANCHES IN WINDY

CONDITIONS.

3. REMOVE NURSERY STAKE,

UNLESS DIRECTED TO LEAVE.

4. DO NOT COVER CROWN OF

TRUNK.

D

EP

TH

O

F R

O O

TB

AL

L

2X ROOTBALL

TREE GUYING.

SEE DETAIL 601-6.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK

-TAPER TURF FINISH GRADE TO

CREATE SHALLOW BASIN

STAKES - MIN. 12"

EMBEDMENT INTO

UNDISTURBED SOIL

12"

MIN.

12"

MIN.

TRIPLE STAKE

PLAN VIEW

ENGLISH

STANDARD DETAIL

601-4 601-4

MULTI-TRUNK TREE

24" BOX OR GREATER 03-03-2022

TREE STAKING PLAN - DOUBLE

RUBBER GARDEN HOSE

TREE TRUNK

LODGE POLE STAKE. LOCATE

OUTSIDE OF PLANT ROOTBALL.

(TYP.)

PLANT ROOTBALL

TREE TIE - TIE WIRE TO INSIDE

OF STAKES, GROOVE STAKE

OR STAPLE WIRE TO STAKE,

TURN IN OR CRIMP ENDS OF

WIRE TO PREVENT INJURY

MIN. 2 STRANDS 12 GAUGE

GALVANIZED ANNEALED WIRE

WRAP MIN. 2 TIMES AND

CRIMP TO HOLD

1' -0

MAINTAIN 12" DIAMETER. TIGHTEN

TO HOLD TREE STRAIGHT AT

INITIAL PLANTING

TREE STAKING PLAN - TRIPLE

RUBBER GARDEN HOSE

TREE TRUNK

LODGE POLE STAKE. LOCATE

OUTSIDE OF PLANT ROOTBALL (TYP.)PLANT ROOTBALL

TREE TIE - TIE WIRE TO INSIDE

OF STAKES, GROOVE STAKE

OR STAPLE WIRE TO STAKE,

TURN IN OR CRIMP ENDS OF

WIRE TO PREVENT INJURY

WRAP MIN. 2 TIMES AND

CRIMP TO HOLD

1' -0

" MAINTAIN 12" DIAMETER. TIGHTEN

TO HOLD TREE STRAIGHT AT

INITIAL PLANTING

MIN. 2 STRANDS 12 GAUGE

GALVANIZED ANNEALED WIRE

ENGLISH

STANDARD DETAIL

601-5 601-5

TREE STAKING AND GUYING

(SINGLE TRUNK) 01-01-2023

TREE STAKING PLAN - DOUBLE

RUBBER GARDEN HOSE

TREE TRUNK

LODGE POLE STAKE. LOCATE

OUTSIDE OF PLANT

ROOTBALL (TYP.)

PLANT ROOTBALL

TREE TIE - TIE WIRE TO INSIDE

OF STAKES, GROOVE STAKE

OR STAPLE WIRE TO STAKE,

TURN IN OR CRIMP ENDS OF

WIRE TO PREVENT INJURY

MIN. 2 STRANDS 12

GAUGE GALVANIZED

ANNEALED WIRE

WRAP MIN. 2 TIMES AND

CRIMP TO HOLD

1' -0

MAINTAIN 12" DIAMETER.

TIGHTEN TO HOLD TREE

STRAIGHT AT INITIAL

PLANTING

TREE STAKING PLAN - TRIPLE

RUBBER GARDEN HOSE

TREE TRUNK

LODGE POLE STAKE. LOCATE

OUTSIDE OF PLANT

ROOTBALL (TYP.)

PLANT ROOTBALL

TREE TIE - TIE WIRE TO INSIDE

OF STAKES, GROOVE STAKE

OR STAPLE WIRE TO STAKE,

TURN IN OR CRIMP ENDS OF

WIRE TO PREVENT INJURY

MIN. 2 STRANDS 12

GAUGE GALVANIZED

ANNEALED WIRE

WRAP MIN. 2 TIMES AND

CRIMP TO HOLD1'

-0

MAINTAIN 12" DIAMETER.

TIGHTEN TO HOLD TREE

STRAIGHT AT INITIAL

PLANTING

ENGLISH

STANDARD DETAIL

601-6 601-6

TREE STAKING AND GUYING

(MULTIPLE TRUNK) 01-01-2023

2X ROOTBALL

FINISH

GRADE

D

EP

TH

O

F R

O O

TB

AL

L

NATIVE SOIL BACKFILL-

REMOVE CALICHE AND ROCKS

GREATER THAN 3". PUDDLE

AND SETTLE TO SET PLANT AT

FINISH GRADE.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK

UNDISTURBED SOIL

ENGLISH

STANDARD DETAIL

603-1 603-1SHRUB PLANTING 01-01-2023

1/3

ROOT-

BALL

FINISH GRADE.

SLOPE VARIES.

SEE PLANS.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK

-TAPER TURF FINISH GRADE TO

CREATE SHALLOW BASIN

BERM DOWNHILL SIDE

ONLY

EXISTING GROUND

LINE.

1/3

ROOT-

BALL

BA

L

D

IA

1/3 BALL

DIA.

DOWN SLOPE

ELONGATED SLOPE PIT

ELONGATED PITS SHALL BE USED ON SLOPES.

RECTANGULAR PITS ARE ACCEPTABLE

PROVIDED THEY ACCOMMODATE THE PLANTS

AS SHOWN. PLANTS SET VERTICALLY, AND

NOT PERPENDICULAR TO SLOPE FACE.1/3 BALL

DIA.

RECTANGULAR PIT

ROOTBALL

PIT PLAN

NATIVE SOIL BACKFILL

REMOVE CALICHE AND ROCKS

GREATER THAN 3". PUDDLE

AND SETTLE TO SET PLANT AT

FINISH GRADE.

ENGLISH

STANDARD DETAIL

603-2 603-2

SHRUB PLANTING

ON SLOPE 01-01-2023

D

EP

TH

O

F R

O O

TB

AL

L

UNDISTURBED SOIL

EDGE OF PAVING, WALK, WALL, ETC.

D

D

D

FINISH GRADE

GROUND COVER

NOTES:

1. LOCATE PLANTS EQUIDISTANT (D)

FROM EACH OTHER AS SHOWN.

2. D = AS SHOWN ON PLAN.

1/

D

ENGLISH

STANDARD DETAIL

603-3 603-3GOUNDCOVER PLANTING 01-01-2023

10"-12" DEEP TILLED PLANTING

BED. SOIL CONDITIONED PER

SPECIAL PROVISIONS.

FACE OF WALL

SPREAD VINE ONTO WALL OR

STRUCTURE AND SECURE WITH

APPROVED CONNECTOR.

REMOVE NURSERY STAKE.

SET ROOTBALL ADJACENT TO

FOOTING OR WALL.

DECOMPOSED GRANITE (AS SHOWN)

-TAPER TO 1" DEPTH AT TRUNK.

-TAPER TURF FINISH GRADE TO

CREATE SHALLOW BASIN.

FINISH

GRADE

2X ROOTBALL

ENGLISH

STANDARD DETAIL

603-4 603-4VINE PLANTING 01-01-2023

1/4 TO 1/2 ROOTBALL

D

EP

TH

O F

R O

O

TB

AL

L

UNDISTURBED NATIVE SOIL OR

SUBGRADE

KEEP EXISTING ROOT STRUCTURE

INTACT.

BERM TO PROVIDE POSITIVE

DRAINAGE AWAY FROM BASE.

(3) 2"X 6" WOOD BRACES, SPACED

EVERY 120 DEGREES AROUND THE

SAGUARO. NAIL BRACES TO 2" X 24"

WOODEN STAKES IN THE GROUND.

BRACES TO REMAIN IN PLACE FOR

MINIMUM ONE YEAR.

STEEL BANDING AROUND THE 3

BRACES AND CRIMPED TOGETHER.

THE BANDING SHALL BE RETAINED IN

PLACE BY TWO NAILS AT EACH

BRACE LOCATION. STEEL BANDS

ATTACHED AT 1/2 OF BRACE HEIGHT.

BRACE HEIGHT 2/3 HEIGHT OF TRUNK

4" X 8" DENSE FOAM PADS WITH

CARPET WRAP, NAILED TO BRACE

FINISH GRADE

ENGLISH

STANDARD DETAIL

603-5 603-5

SAGUARO PLANTING

WITH WOOD BRACES 01-01-2023

NATIVE SOIL BACKFILL

PLANT PIT

2x CONTAINER

ESTABLISH POSITIVE DRAINAGE AWAY

FROM PLANT BASE.

FINISH GRADE AND DEPTH OF SURFACE

MATERIAL PER LANDSCAPE SCHEDULE.

PLANT ROOTBALL SLIGHTLY ABOVE FINISH

SUBGRADE.

SET ROOTBALL ON UNDISTURBED SOIL.

NATIVE SOIL BACKFILL

NUMBER OF CANES AND OVERALL PLANT

HEIGHT PER PLANS.

ENGLISH

STANDARD DETAIL

603-6 603-6

OCOTILLO PLANTING

CONTAINER STOCK 01-01-2023

SET ROOTBALL ON NATIVE

UNDISTURBED SOIL.

ENGLISH

STANDARD DETAIL

603-7 603-7

AGAVE PLANTING

BARE ROOT 01-01-2023

NATIVE SOIL BACKFILL

FINISHED GRADE

2x WIDTH

OF ROOTBALL

ESTABLISH POSITIVE DRAINAGE AWAY

FROM PLANT BASE.

PLANT PIT

2x CONTAINER

SET ROOTBALL ON UNDISTURBED SOIL.

ESTABLISH POSITIVE DRAINAGE AWAY

FROM PLANT BASE.

NATIVE SOIL BACKFILL

FINISH GRADE

TOP OF ROOTBALL, PLANT SLIGHTLY

ABOVE FINISH SUBGRADE.

ENGLISH

STANDARD DETAIL

603-8 603-8

CACTUS/SUCCULENT PLANTING

CONTAINER STOCK 01-01-2023

ENGLISH

603-9 603-9

PALM PLANTING

BAREROOT 01-01-2023

TRIM HEADS TO NOT LESS THAN 10

HEALTHY FRONDS. TIE REMAINING

FRONDS TOGETHER WITH

BIODEGRADABLE TWINE.

3-2"x4" WOOD BLOCKS

2-1" NYLON STRAPPING TO SECURE

BLOCKS TO TREE

4"x4" SUPPORT NAILED TO

BLOCK AND STAKE

(3 SUPPORTS PER TREE)

2"x4"x24" WOOD STAKE

2" DECOMPOSED GRANITE

WHERE CALLED FOR45°

2 - 4" PERFORATED

PVC VENT AND

OBSERVATION PIPE

(WITH PIPE-SOCK)

PER PLAN

SAND BACKFILL,

NO ORGANICS

PLAN VIEW - STAKING

1" NYLON

STRAPPING

4"X4" SUPPORT

2"X4" BLOCK

BURLAP

TREE TRUNK

120° TYP

4" M

IN

PVC PIPE END-CAP (1 PER VENT PIPE)

BURLAP

PALM TREE TRUNK

VENT PIPE,

WITH END-CAP

6" VALVE BOX,

WITH EMITTER

DRILL 14" HOLE IN END-CAPS TO ALLOW

FOR PRESSURE EQUALIZATION

EQ. EQ.

PLAN VIEW - EMITTER & VENT LAYOUT

PLANTING PIT

NOTES:

1. DO NOT BURY PALM - TOP OF ROOTBALL TO BE EQUAL TO, BUT NOT MORE THAN (MAX.) 6" BELOW

FINISH GRADE.

2. DO NOT PLACE EMITTERS IN PVC VENT/OBSERVATION PIPES.

3. PLACE EMITTERS IN 6" ROUND VALVE BOXES.

4. INSTALL PIPE END-CAPS AT EACH VENT/OBSERVATION PIPE.

5. DRILL ONE (1) 14" HOLE IN EACH END-CAP TO ALLOW FOR PRESSURE EQUALIZATION AND EASE OF

REMOVING END-CAP FOR OBSERVATION.

6. ADD ONE PIPE-SOCK PER VENT/OBSERVATION PIPE.

7. INSTALL TREES TRUE AND PLUMB.

8. BTH IS THE VERTICAL DISTANCE BETWEEN THE ROOTBALL AND THE

BOTTOM OF THE PINEAPPLE.

PINEAPPLE

BR

O

W N

T R

U N

K H

EI

G

H T

(B

TH

(S

EE

N

O

TE

8)

1. SEE PLAN FOR SIZE AND COLOR OF

DECOMPOSED GRANITE.

2. PRE-EMERGENT SHALL BE APPLIED TO

FINISH SUB-GRADE BEFORE INSTALLATION

OF DECOMPOSED GRANITE AND TO

TOP OF DECOMPOSED GRANITE AFTER

INSTALLATION.

DECOMPOSED GRANITE

FINISH GRADE TO BE

RAKED SMOOTH.

FINAL APPLICATION OF

WEED CONTROL AFTER

DECOMPOSED GRANITE

IS LIGHTLY WATERED

AND COMPACTED.

DECOMPOSED GRANITE

SUBGRADE SHALL BE

SMOOTH TO ALLOW FOR

AN EVEN 2" LAYER OF

DECOMPOSED GRANITE.

2" M

IN

APPLY PRE-EMERGENT

WEED CONTROL OVER

SUBGRADE.

ENGLISH

607-1 607-1DECOMPOSED GRANITE 01-01-2023

2/3 OF BOULDER

THICKNESS

1/3 OF BOULDER

THICKNESS

FINISHED GRADE IN TURF OR

DECOMPOSED GRANITE AREAS

BOULDER. SEE PLANS FOR SIZES.

NATIVE OR IMPORTED SOIL COMPACTED

TO 95% UNDER BOULDER TO PREVENT

SHIFTING OR SINKING

NOTES:

1. BOULDER SIZE AND TYPE SHALL BE PER PLAN.

2. BOULDER LOCATIONS AND FACE SHALL BE APPROVED PRIOR TO PLACEMENT.

ENGLISH

607-2 607-2BOULDER INSTALLATION 01-01-2023

2" 8"

1" 7"

FINISHED GRADE IN PLANTER

AREAS 2" BELOW TOP OF HEADER

NATURAL GRAY CONCRETE (CLASS B)

HEADER WITH SMOOTH TROWEL

FINISH. HEADER DIMENSIONS: 8" x 8";

CONTROL JOINTS AT 5'-0" O.C. AND

EXPANSION JOINTS AT 25'-0" O.C.

1" RADIUS EDGE

FINISHED GRADE IN TURF AREAS

1" BELOW TOP OF HEADER

95% COMPACTION UNDER

CONCRETE HEADER

8"

UNDISTURBED SOIL

#3 REBAR CONTINUOUS

ENTIRE LENGTH OF HEADER

ENGLISH

607-3 607-3CONCRETE HEADER 01-01-2023

1. TOP OF ROOT CONTROL BARRIER MUST BE

EVEN WITH SUB GRADE ELEVATION.

2. PLACE ROOT CONTROL BARRIER

ADJACENT TO STRUCTURE.

3. ROOT BARRIER SHALL BE A MIN. OF 18"

BELOW SUB GRADE NEXT TO ANY WALK

OR SLAB.

4. ROOT BARRIER SHALL BE A MIN. OF 24"

BELOW SUB GRADE NEXT TO ANY CURB

OR HEADER.

5. EXTENT OF ROOT BARRIER SHALL BE PER

PLAN.

D

EP

TH

O

F R

O O

TB

AL

L

2' -0

" 1' -6

ROOT BARRIER TYP.

CONCRETE

FINISH

GRADE

WALK OR SLAB

CONCRETE CURB

CURB OR HEADER

ENGLISH

609-1 609-1ROOT BARRIER 01-01-2023