ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

FIL

E N

AM

E: X

:\2

01

7\8

91

9.1

7\0

2_

DS

GN

\0

2_

DW

G\0

60

_L

AN

D\L

-1

02

-8

91

9.d

wg

L

AY

OU

T N

AM

E: L

-1

02

P

RIN

TE

D: F

rid

ay, F

eb

ru

ary 2

3, 2

01

8 - 8

:1

6a

m U

SE

R: C

Die

tz

LAS CRUCES 8919.17

02/22/18

L-102A1

LANDSCAPE IRRIGATION PLAN

1"=20'-0"

NORTH

0 40'20'

IRRIGATION GENERAL NOTES

AS INDICATED BY:

KEY NOTES

1. CONNECT TO EXISTING MAIN LINE AND BACKFLOW DEVICE. LOCATION IS

APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATION. (MIN. 60 PSI AT

POINT OF CONNECTION).

2. IRRIGATION CONTRACTOR TO COORDINATE SLEEVES WITH OTHER TRADES

PRIOR TO INSTALLATION OF HARDSCAPE ELEMENTS.

3. CONTRACTOR SHALL PROVIDE MAIN LINE STUB OUT IN BASE BID.

4. CONTRACTOR SHALL CONNECT ALL NEW ZONES TO EXISTING RAIN BIRD

IRRIGATION CONTROLLER MODEL ESP-LXME. PROVIDE ADDITIONAL

MODULES AS REQUIRED FOR ADDITIONAL ZONES.

DESIGN PRESSURE

MINIMUM 30 PSI

A. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL

UTILITIES PRIOR TO INITIATING WORK.

B. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE OR

INTERRUPTION IN SERVICE CAUSED BY HIS/HER EXCAVATIONS AND/OR

WORK.

C. IRRIGATION PLAN IS DIAGRAMMATIC IN NATURE. CONTRACTOR SHALL BE

RESPONSIBLE FOR ACCOMPLISHING FULL COVERAGE IN ALL AREAS WITH

SPECIFIED EQUIPMENT. ANY DISCREPANCIES IN THE PLAN SHOULD BE

BROUGHT TO THE LANDSCAPE ARCHITECT'S ATTENTION BEFORE BID.

D. WHERE TREES, LIGHT STANDARDS, ETC. ARE AN OBSTRUCTION OF PIPING

AND DRIP EMITTERS, THE IRRIGATION SHALL BE ADJUSTED AND/OR

RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL

OVER SPRAY INTO NON-LANDSCAPE AREAS OR ONTO HARD CONSTRUCTION.

E. ALL FITTINGS AND NECESSARY EQUIPMENT REQUIRED TO MAKE THIS

IRRIGATION SYSTEM OPERATE PROPERLY AND TO COMPLY WITH LOCAL AND

STATE CODES ARE INCIDENTAL TO THESE PLANS AND ARE THE

CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL FURNISH ALL

LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT

PROPOSED IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS, WRITTEN

SPECIFICATIONS, AND DETAILS.

F. THIS IRRIGATION SYSTEM WAS DESIGNED FOR A MINIMUM STATIC PRESSURE

AT THE POINT OF CONNECTION AS INDICATED ON THE PLANS. THE

CONTRACTOR SHALL VERIFY ACTUAL PSI AND DELIVER RESULTS TO THE

LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE

ACTUAL PSI IS LESS THAN WHAT IS SPECIFIED ON THE PLANS THE

CONTRACTOR SHALL RECEIVE DIRECTION FROM THE LANDSCAPE ARCHITECT

REGARDING DESIGN MODIFICATIONS IF NECESSARY.

G. CONTRACTOR WILL BE HELD LIABLE FOR GAINING ACCESS UNDER ALL

PAVEMENTS. IF SLEEVES ARE INDICATED ON THE PLANS THEY SHOULD BE

VERIFIED FOR ACCESSIBILITY AND PASSIBILITY BEFORE BID IS MADE, IF NOT,

THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SLEEVE

PIPING WITH ALL TRADES TO INSURE THAT SLEEVES ARE INSTALLED

PROPERLY PRIOR TO INSTALLATION OF CURB AND GUTTER, ASPHALT PAVING,

SIDEWALKS, CONCRETE PADS, ETC

H. THE CONTRACTOR SHALL LOCATE AND VERIFY WATER SUPPLY TO WHICH

THE IRRIGATION SYSTEM WILL CONNECT. ALL EQUIPMENT AND

INSTALLATION METHODS SHALL COMPLY WITH ALL LOCAL, REGIONAL, STATE,

AND FEDERAL GUIDELINES..

I. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED FOR THE USE OF WATER

THAT IS POTABLE.

J. CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS AND METERS

REQUIRED FOR THE FULL IMPLEMENTATION OF THE SYSTEM.

K. THE CONTRACTOR SHALL COORDINATE WATER "TAP-IN" LOCATIONS AND

CONTROLLER CONNECTIONS WITH THE OWNER'S AGENT PRIOR TO

INSTALLATION.

L. ALL VALVES SHALL BE LOCATED IN PLANTING AREAS WHERE SHOWN AND ALL

PIPING SHALL BE INSTALLED PRIOR TO LANDSCAPE PLANTING WORK.

M. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER

PAVING.

N. CONTRACTOR SHALL SIZE VALVE BOXES TO HOUSE ENTIRE IRRIGATION

ASSEMBLIES AS SHOWN. VALVE BOX EXTENSIONS AS MANUFACTURED BY

THE VALVE BOX SUPPLIER SHALL BE INSTALLED TO MAINTAIN THE VALVE

BOX COVER FLUSH WITH THE FINISHED GRADE AND THE VALVE BOX BASE A

MINIMUM OF 2 INCHES BELOW THE BOTTOM OF ANY IRRIGATION ASSEMBLY.

O. PIPE SIZES SHOWN AT POINTS OF CONNECTION AND WHERE CHANGES IN

PIPE SIZE OCCUR. ALL PIPES SHALL BE THE SIZE OF THE LAST PRECEDING

SIZE CALLED OUT UPSTREAM OF EACH SECTION OF PIPE UNLESS OTHERWISE

NOTED. LATERAL LINES WITH FLOW OF 10 GPM OR LESS SHALL BE SIZE 3/4".

P. EACH CONTROLLER WILL HAVE AN INDEPENDENT COMMON WIRE.

Q. SPLICING OF REMOTE CONTROL VALVE WIRES IS NOT ALLOWED BETWEEN

CONTROLLER & VALVE BOX FOR REMOTE CONTROL VALVE. WIRES MUST BE

CONTINUOUS FROM CONTROLLER TO REMOTE CONTROL VALVE WITHOUT

SPLICING.

R. CONTRACTOR TO FLUSH ALL LINES PRIOR TO INSTALLING HEADS AND

EMITTERS.

S. ALL TRENCH BACKFILL SHALL BE CLEAN MATERIAL FROM EXCAVATION

BACKFILL. TRENCH IS TO BE EVEN WITH EXISTING GRADES AFTER

COMPACTION.

T. TRENCH BACKFILL MATERIAL SHALL BE WATER SETTLED AND COMPACTED.

U. ALL REMOTE CONTROL VALVE WIRES NEED TO BE LABELED AT VALVE W/

WEATHER (WATER) PROOF LABELS AND AT CONTROLLER WITH

CORRESPONDING LABEL.

V. CONTRACTOR SHALL PLACE ALL SPRAY AND ROTARY HEADS AT LEAST 4"

INSIDE FROM ANY CURBING, SIDEWALK, FENCING, OR BUILDING.

W. CONTRACTOR SHALL PERFORM BACKFLOW TEST ON EXISTING DEVICE PRIOR

TO INSTALLATION AND NOTIFY LANDSCAPE ARCHITECT OF RESULTS.

X. EXISTING IRRIGATION SYSTEM WITHIN LIMITS OF CONSTRUCTION SHALL BE

REMOVED AND CAPPED. REF. NOTE ON DEMOLITION PLANS FOR IRRIGATION

WITHIN LAYDOWN AREA.

Y. CONTRACTOR SHALL CONTACT GARY MARTINEZ WITH NMSU AT 575.646.4381

AND garym@ad.nmsu.edu PRIOR TO COMMENCING WORK.

00

IRRIGATION SCHEDULE

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

FIL

E N

AM

E: X

:\2

01

7\8

91

9.1

7\0

2_

DS

GN

\0

2_

DW

G\0

60

_L

AN

D\L

-1

03

-8

91

9.d

wg

L

AY

OU

T N

AM

E: L

-1

03

P

RIN

TE

D: F

rid

ay, F

eb

ru

ary 2

3, 2

01

8 - 8

:1

6a

m U

SE

R: C

Die

tz

LAS CRUCES 8919.17

02/22/18

L-103A1

LANDSCAPE PLANTING PLAN

1"=20'-0"

PLANT SCHEDULE

A. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT AND

SPECIFICATIONS FOR REQUIREMENTS NOT LISTED HEREIN.

B. CONTRACTOR IS RESPONSIBLE FOR LOCATED ALL ABOVE GROUND AND BELOW

GROUND UTILITIES. *EXTREME CARE AND CAUTION SHOULD BE EXERCISED

WHEN EXCAVATING. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

AND SUBSEQUENT REPAIR TO ANY EXISTING UTILITIES.

C. ALL PLANTING AREAS AND PAVING SHALL HAVE POSITIVE DRAINAGE AWAY

FROM BUILDING FOOTPRINT. FINISHED GRADES SHALL BE DEFINED AS TOP OF

PAVING SURFACE OR TOP OF MULCH.

D. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES

SUFFICIENT TO COMPLETE THE PLANTING PLAN SHOWN ON ALL PLANS. PLANT

COUNTS AND SQUARE FOOTAGES ARE PROVIDED AS A COURTESY ONLY.

E. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY

THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE

AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT.

F. IN THE CASE OF A DISCREPANCY BETWEEN THE CONTAINER SIZE CALLED OUT

IN THE PLANT LIST AND THE CALIPER AND HEIGHT OF PLANT MATERIAL, THE

SPECIFIED TREE MUST MEET THE CALIPER AND HEIGHT REQUIREMENTS

SPECIFIED, EVEN IF THE LARGER CONTAINER SIZE IS REQUIRED TO MEET THESE

SPECIFICATIONS AT NO ADDITIONAL COST TO THE OWNER.

G. ALL PLANTS TO BE GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL

BE ACCEPTED IF IT IS ROOT BOUND.

H. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND

THE PLANT BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL

LOCATIONS.

I. LANDSCAPE CONTRACTOR SHALL LOCATE THE SOURCE OF AND SELECT ALL

PLANTS FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT.

J. ALL PLANT MATERIALS SHALL BE APPROVED PRIOR TO DELIVERY AT THE

NURSERIES OR SUPPLIERS BY THE PROJECT LANDSCAPE ARCHITECT.

K. IF ANY SOURCE OF PLANTS IS LOCATED FURTHER THAN 30 MILES FROM THE

PROJECT SITE THE CONTRACTOR WILL BE REQUIRED TO PAY TIME AND TRAVEL

EXPENSES INCURRED BY THE PROJECT LANDSCAPE ARCHITECT.

L. ALL PLANTS TAGGED AS APPROVED AT NURSERY OR SUPPLIER SHALL BEAR

THE SAME TAG WHEN DELIVERED ON SITE.

M. THE RIGHT TO REJECT PLANT MATERIALS DELIVERED TO THE SITE THAT DO NOT

BEAR APPROVAL TAGS IS RESERVED BY THE PROJECT LANDSCAPE ARCHITECT.

N. IN AREAS WHERE PAVING SUBGRADES AND BUILDING PADS EXTEND INTO PLANT

BED AREAS, 6 INCH HOLES SHALL BE DRILLED EVERY 3 FEET AND FILLED WITH 1

INCH DIAMETER GRAVEL TO PROVIDE PERCOLATION AND DRAINAGE FOR THE

PLANTING BED. HOLES SHALL BE DRILLED THROUGH IMPROVED SUBGRADES

INTO EXISTING SITE SOILS BUT NO DEEPER THAN FOUR FEET.

O. ALL PLANTING BEDS TO RECEIVE 2 INCHES OF BACK TO EARTH COMPOST OR

APPROVED EQUAL PER SQUARE FOOT AND 1 POUND OF A 4(N):1(P):2(K) RATIO

FERTILIZER PER 100 SQUARE FEET. BOTH MATERIALS SHALL BE INCORPORATED

INTO THE SOIL TO A DEPTH OF 12 INCHES.

P. HAND TILL SOIL WITHIN CRITICAL ROOT ZONE OF EXISTING TREES TO ACHIEVE

SPECIFIED PLANTING MEDIA DEPTH.

Q. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING IS

COMPLETE AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT.

R. ALL PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE

PLANT'S ORIGINAL GRADE BEFORE DIGGING OR AS ESTABLISHED IN CONTAINER

S. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS.

T. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24

HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED

WEEKLY OR MORE OFTEN AS NEEDED DURING THE FIRST GROWING SEASON.

U. ALL PLANTING BEDS TO RECEIVE ORGANIC AND/OR INORGANIC MULCH

MATERIALS AS NOTED ON PLANS.

V. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL

BE STAKED FOR APPROVAL BY THE LANDSCAPE ARCHITECT.

W. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE BERMUDA

GRASS SEED AS SPECIFIED UNLESS OTHERWISE NOTED.

X. CONTRACTOR TO PROVIDE LANDSCAPE EDGE AT EACH CHANGE IN BEDDING

MATERIAL.

Y. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE TEMPORARY

IRRIGATION TO MAINTAIN HEALTH OF EXISTING LANDSCAPING TO REMAIN.

Z. PLANT BEDS NOT SHOWN WITH A DESIGNATED HATCH PATTERN SHALL RECEIVE

3/4" AGGREGATE MULCH AS SPECIFIED.

GENERAL PLANTING NOTES

NORTH

0 40'20'

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

FIL

E N

AM

E: X

:\2

01

7\8

91

9.1

7\0

2_

DS

GN

\0

2_

DW

G\0

60

_L

AN

D\L

-5

01

-8

91

9.d

wg

L

AY

OU

T N

AM

E: L

-5

01

P

RIN

TE

D: F

rid

ay, F

eb

ru

ary 2

3, 2

01

8 - 8

:1

6a

m U

SE

R: C

Die

tz

LAS CRUCES 8919.17

02/22/18

FINISH GRADE

REF. GRADING PLANS

4000 PSI CONCRETE

LIGHT BROOM FINISH

PERPENDICULAR TO TRAFFIC

UNLESS OTHERWISE NOTED ON

PLANS

A1

CONCRETE WALK (TYP.)

1 1/2"=1'-0" SECTION

VARIES - REF. PLANS

#3 REBAR AT 18" O.C.E.W.

COMPACTED SUBGRADE

COMPACTED TO 95%

STANDARD DENSITY

1/2" SELF LEVELING SEALANT

AS SPECIFIED

1/2" NON-EXTRUDING

PREMOLDED COMPRESSIBLE

MATERIAL

CONCRETE WALK (TYP)

A2

CONCRETE JOINTING (TYP.)

1 1/2"=1'-0" SECTION

TOOLED CONTROL JOINT 1/4 SLAB

DEEP x 1/8" WIDE

1/4" DIAMOND-SHAPED DOWEL

AT 18" O.C.

CONTROL JOINT

EXPANSION JOINT

NOTE:

EXPANSION JOINTS @ MAX.

30' INTERVALS, CHANGE IN

DIRECTION, AND/OR PAVING

MATERIAL AS SHOWN ON

PLANS.

NOTE:

CONTROL JOINTS SPACING

TO MATCH WIDTH OF PAVING

OR MAX 10' AS SHOWN ON

PLANS.

BOND BREAKER

8"

A3

CONNECTION TO CURB

3/4"=1'-0" SECTION

A4

CONCRETE MOW STRIP AT BUILDING

3/4"=1'-0" SECTION

FINISH GRADE

2'-0"

CONCRETE WALK (TYP)

4,000 PSI CONCRETE W/

LIGHT BROOM FINISH

PARALLEL WITH STEP

1'-0"

TYP.

B1

CONCRETE STEPS (TYP.)

3/4"=1'-0" SECTION

8"

#3 NOSING BAR CONT

#3 NOSING BAR

SUPPORT AT 18" OC

(4) - #4 REBAR CONT

EXPANSION JOINT (TYP)

CONCRETE WALK (TYP)

3/8" DIAMOND-SHAPED

DOWEL AT 18" OC

B2

HANDRAIL AT STEPS (TYP.)

3/4"=1'-0" SECTION

C

L

1'-0" 1'-0"

5'-0" MAX. POST SPACING

6"6"

6" 6"

CONCRETE STEPS

REF. STRUCTURAL

1/2" NON-SHRINK

GROUT W/ SEALANT

1 1/2" DIA. STEEL

HANDRAIL

COLOR: TO MATCH

ARCHITECTURAL

METAL

EXTENDED WALK

DEPTH AT

HANDRAIL POST,

MIN. 12" SQ.

L-501

5.5" x 3/16" ALUMINUM

LANDSCAPE EDGING

CONDITION VARIES

REF. LAYOUT PLANS

A6

LANDSCAPE EDGE

1"=1'-0" SECTION

12" ALUMINUM STAKES TO LOCK INTO

PREFORMED LOOPS ON EDGING

MANUF: PERMALOC

MODEL: CLEANLINE

COLOR: BRONZE DURAFLEX

OR APPROVED EQUAL

NOTE:

1/4" MAX. EXPOSED LANDSCAPE EDGE

ABOVE ADJACENT FINISH GRADE

INCLUDING MULCH

B3

TRENCH GRATE

3/4"=1'-0" SECTION

2'-0"

2"

6" 6"

6" 2'-0" 6"

3" R

#4 REBAR CONT

#4 @ 12" O.C.

SEE DETAIL "A"

SIDEWALK

1/2" EXPANSION

JOINT W/ SEALANT

IRONSMITH ADA COMPLIANT TRENCH GRATE,

MARKET STREET12" X 24" COVER,

UNFINISHED, INSTALL PER MFR SPECS

8" TURNDOWN

SIDEWALK

8" TURNDOWN

SIDEWALK

1

4

" DIAMOND SHAPED DOWEL

AT 18" O.C.

1

4

" DIAMOND SHAPED

DOWEL AT 18" O.C.

REF. PLANS FOR TRENCH GRATE LOCATIONS AND QUANTITY

2'-0" 6"

A5

CONCRETE STEP

3/4"=1'-0" SECTION

8"

SEE SITE PLAN6'-0"

TRANSITION TO

FULL CURB SECTION

6'-0"

TRANSITION TO

FULL CURB SECTION

B

SIDEWALK

6" STAND-UP CURB

SIDEWALK

FULL CURB

AND GUTTER

1/2" PREMOLDED

EXPANSION JOINT

1/2" PREMOLDED

EXPANSION JOINT

6" 5'-0" MIN 2'-0"

5'-0" MIN.

SECTION

A

SECTION

B

12

1

12

1

1/4" R

(TYP)

PAVEMENT

CONC. SIDEWALK

6" STAND-UP

CURB

#4 REBAR AT 18"

O.C.E.W.

S= 2% MAX

#4 REBAR AT 18"

O.C.E.W.

RAMP DOWN RAMP DOWN

RAMP NOTES:

1. MINIMUM RAMP WIDTH IS 5'.

2. LANDINGS WILL HAVE A MINIMUM LENGTH OF 5' AND A MINIMUM WIDTH

BEING AS WIDE AS THE RAMP LEADING TO IT. IF A CHANGE OF DIRECTION IS

REQUIRED, THE RAMP WIDTH WILL BE 5'.

3. RAMP SLOPES NOT TO EXCEED 1:12 (8.33%) UNLESS OTHERWISE NOTED IN

PLANS.

4. CROSS SLOPE ON ALL SIDEWALKS AND LANDINGS NOT TO EXCEED 1:50 (2%)

5. ANY RAMP THAT HAS A RISE GREATER THAN 6" WILL REQUIRE RAILS.

6. RAMPS WITH DROP-OFFS WILL REQUIRE A CURB OF NO LESS THAN 2" HIGH.

1/2" PREMOLDED

EXPANSION JOINT

TOP OF CURB

C1

CURBED CURB RAMP

N.T.S. PLAN

REF. PLAN

C2

PARALLEL CURB RAMP

N.T.S.

PLAN

1:12 MAX. 1:12 MAX.

FINISH GRADE

B5

MULTI-USE TRAIL

3/4"=1'-0" SECTION

3/4" CHAMFER

HEADER CURB

BASE COURSE AS SPECIFIED

HMAC AS SPECIFIED

20'-0"6" 6"

2 - #4 CONT.

3000 PSI CONCRETE

CURB

COMPACTED SUBGRADE

AS SPECIFIED

NOTE:

1. 1/8"W x 2"D CONTROL JOINTS SHALL BE PLACED

EVERY 10' O.C. EXPANSION JOINTS EVERY 30' O.C.

2. CURB TO BE DOWELED INTO ADJACENT WALK WITH

6" SMOOTH DOWEL. TOP OF CURB SHALL BE FLUSH

WITH ADJACENT WALK.

B6

CONCRETE WALL AT WALK

3/4"=1'-0" SECTION

4"

6" 6"

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

654321

654321

A

B

C

D

E

FIL

E N

AM

E: X

:\2

01

7\8

91

9.1

7\0

2_

DS

GN

\0

2_

DW

G\0

60

_L

AN

D\L

-5

02

-8

91

9.d

wg

L

AY

OU

T N

AM

E: L

-5

02

P

RIN

TE

D: F

rid

ay, F

eb

ru

ary 2

3, 2

01

8 - 8

:1

7a

m U

SE

R: C

Die

tz

LAS CRUCES 8919.17

02/22/18

L-502

COMPACT SUBGRADE TO FORM

PEDESTAL TO PREVENT SETTLING.

PEDESTAL SHALL BE 12" DEEP OF

TAMPED EARTH. FINISH TOP OF

ROOT BALL TO SET 1" ABOVE

ADJACENT, FINISH GRADE.

NATIVE SOIL FILL. TAMP AND

WATER SETTLE TO REMOVE ALL

POCKETS OF AIR WITHOUT

COMPACTING SOIL.

PLANT ID TAG TO REMAIN UNTIL

INSPECTED BY LANDSCAPE

ARCHITECT. REMOVE AFTER

SUBSTANTIAL COMPLETION

ACCEPTANCE.

A1

TREE PLANTING

N.T.S. SECTION

4" MULCH AFTER SETTLING

FILTER FABRIC

REMOVE ALL TWINE, ROPE, WIRE,

AND BURLAP FROM ENTIRE ROOT

BALL. IF TREE IS SHIPPED WITH A

WIRE BASKET AROUND THE ROOT

BALL, CUT THE BASKET AND

COMPLETELY REMOVE FROM

ROOT BALL PRIOR TO INSTALL.

EXPOSE ROOT FLARE 3" CLR

1.5 X TREE BALL

TREE STAKE

MANUFACTURER: TREE STAKE

SOLUTIONS

SIZE: PER MANUFACTURER

CONTACT: 713.591.4151

INSTALL PER MANUFACTURER

RECOMMENDATIONS

CUT AND REMOVE BINDINGS

AND BURLAP FROM STEM AND

ENTIRE ROOT BALL.

CONTAINER TO BE TOTALLY

REMOVED ON

CONTAINER-GROWN STOCK.

4" MULCH AFTER

SETTLING

6" MIN. BACKFILL AROUND AND

UNDER EACH PLANT. BACKFILL

TO BE TAMPED AND WATER

SETTLED TO REMOVE ALL

POCKETS OF AIR. TOP OF

PLANT ROOT BALL TO BE FLUSH

WITH ADJACENT, FINISH

GRADE.

PLANT ID TAG TO REMAIN ON

EACH PLANT UNTIL INSPECTED

BY LANDSCAPE ARCHITECT. TO

BE REMOVED AFTER

SUBSTANTIAL COMPLETION

ACCEPTANCE.

LANDSCAPE FABRIC

A2

SHRUB PLANTING

N.T.S. SECTION

A5

2"-4" AGGREGATE

3/4"=1'-0" SECTION

FINISH GRADE

LANDSCAPE EDGE (TYP.)

EXPOSE MAX. 1/4"

NOTE:

SUBMIT MIN. 3 GAL. QUANTITY FOR

APPROVAL PRIOR TO ORDERING

AND SHIPPING TO SITE.

FILTER FABRIC

12" OVERLAP AT SEAMS

TOP OF AGGREGATE TO

MEET FLUSH WITH

ADJACENT SURFACE

A4

3/4" AGGREGATE

3/4"=1'-0" SECTION

FINISH GRADE

LANDSCAPE EDGE (TYP.)

EXPOSE MAX. 1/4"

NOTE:

SUBMIT MIN. 3 GAL. QUANTITY FOR

APPROVAL PRIOR TO ORDERING

AND SHIPPING TO SITE.

FILTER FABRIC

12" OVERLAP AT SEAMS

TOP OF AGGREGATE TO

MEET FLUSH WITH

ADJACENT SURFACE

MATERIAL SUPPLIER:

DESERT ROCK CO.

EL PASO, TX

915.859.5969

OR APPROVED EQUAL

MATERIAL SUPPLIER:

DESERT ROCK CO.

EL PASO, TX

915.859.5969

OR APPROVED EQUAL

2"-4" AGGREGATE

COLOR: GOLDEN BROWN

3/4" AGGREGATE

COLOR: GOLDEN BROWN

A6

VERTICAL FRENCH DRAIN - ALT.

3/4"=1'-0" SECTION

FINISH GRADE

2"-4" AGGREGATE

REF. DETAIL THIS SHEET

15" NDS EZ-FLOW FRENCH

DRAIN WITH PIPE

MODEL: NDS EZ-1501

6" END CAP

MODEL: NDS 6C06

6" ROUND DRAIN GRATE

COLOR: BLACK

MODEL: NDS 40

1'-3"

-OR APPROVED EQUAL

A3

COMPACTED GRAVEL (TYP.)

3/4"=1'-0" SECTION

3/16" MINUS COMPACTED

GRAVEL

COLOR: TRAIL MIX

NOTE:

1. CONTRACTOR TO PLACE, WATER IN, AND COMPACT

SCREENINGS TO SPECIFIED DEPTH IN TWO 2" LIFTS. AFTER 30

DAYS, CONTRACTOR TO REAPPLY ADDITIONAL SCREENING

MATERIAL AND RECOMPACT TO SPECIFIED DEPTH TO

REESTABLISH FINISH GRADE AT SETTLED CONDITIONS. INITIAL

INSTALLATION SHALL BE 30 DAYS OR MORE PRIOR TO

SUBSTANTIAL COMPLETION.

2. APPLY PREEMERGENT HERBICIDE PRIOR TO INSTALLING

COMPACTED GRAVEL.

FINISH GRADE, CONDITION VAIRES

COMPACTED SUBGRADE

MATERIAL SUPPLIER:

DESERT ROCK CO.

EL PASO, TX

915.859.5969

OR APPROVED EQUAL

1

2

3

4

1 2

3

4 2

E2

ISOLATION VALVE

1 1/2"=1'-0"

FINISH GRADE

(2) COMMERCIAL GRADE

VALVE BOX, 4" DEPTH

WASHED GRAVEL

SCH 80 TRUE UNION

BALL VALVE

MAINLINE PIPE

USE SCREWS TO ATTACH

VALVE BOXES TOGETHER

AND DRILL HOLES IN

BOTTOM LID FOR DRAINAGE

E4

REMOTE CONTROL VALVE

N.T.S.

LANDSCAPE FABRIC

3.0-INCH MINIMUM DEPTH OF

PVC LATERAL PIPE

PVC SCH 80 TRUE UNION BALL VALVE

SCH 80 NIPPLE (2 -INCH LENGTH,

PVC SCH 40 TEE OR ELL

PVC MAINLINE PIPE

BRICK (1 OF 4)

PVC SCH 80 NIPPLE

FINISH GRADE

VALVE BOX WITH COVER AS SPECIFIED

REMOTE CONTROL VALVE

ID TAG

WATER PROOF CONNECTION (1 OF 2)

PVC SCH 80 TRUE UNION

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

30-INCH LINEAR LENGTH

OF WIRE, COILED

(LENGTH AS REQUIRED)

HIDDEN) AND SCH 40 ELL

3/4 INCH WASHED GRAVEL

2 3 4 5 6

7

8

910111214151613

1

5" MIN.

OFF

ON

3-INCH MINIMUM DEPTH

LATERAL PIPE

PVC MAINLINE

BRICK (1 OF 4)

VALVE WITH FILTER

WATERPROOF CONNECTION

VALVE BOX WITH COVER

ID TAG2

3

4

5

6

7

8

9

FINISH GRADE1

OF 3/4-INCH WASHED GRAVEL

WITH FILTER FABRIC BENEATH

1 2 3 45

6

78 9

E5

DRIP CONTROL VALVE

N.T.S.

10

PRESSURE REGULATOR10

AS SPECIFIED

E6

QUICK COUPLER

N.T.S.

1 FINISH GRADE

2 ROTOR POP-UP HEAD

3 VARTEK KV FLEXIBLE PVC

4 PVC SCH 40 TEE OR ELL

5 LATERAL PIPE

1

2

3

4

5

D1

POP-UP ROTOR

N.T.S.

(LOOPED)

1. INSTALL ACCORDING TO MANUFACTURER'S

SPECIFICATIONS INCLUDING AIR RELIEF VALVE AT HIGHEST POINT IN EACH ZONE.

PVC OR POLY EXHAUST HEADER

PERIMETER LATERALS 4" OR 6"

TUBING LATERAL

IRRIGATED AREA PERIMETER

LATERAL START CONNECTION

PVC OR POLY SUPPLY HEADER2

3

4

5

6

7

REMOTE CONTROL VALVE1

MALE ADAPTER

FROM IRRIGATED AREA EDGE

FLUSH CAP, INSTALL PER8

MANUFACTURER'S

INSTRUCTIONS IN VALVE BOX

1

2

3

4

5

6

7

8

D2

DRIP LAYOUT (TYP.)

N.T.S.

D3

TREE DRIP RING

1 1/2"=1'-0"

NOTES:

1. EMITTER SPACING TO BE BASED ON SOIL TYPE, AND TREE CANOPY, REF

INSTALLATION SPECIFICATIONS BY MNFR

2. PLACE TIE DOWN STAKES EVERY 12 INCHES

3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR

ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION

4. DRIPLINE SHALL BE COVERED BY 4" DEPTH OF MULCH

PVC DRIP MANIFOLD PIPE

PVC SCH 40 TEE OR EL

BLANK POLYETHYLENE TUBING

BARB CROSS INSERT FITTING

BARB TEE, TYP.

SUB-SURFACE DRIPLINE, PLACE AS

SHOWN (LENGTH AS REQUIRED)

ROOT BALL

TIE DOWN STAKE

R-1'-0"

R 2'-6"

88 89

7

6

5

4

03

02

FINISH GRADE

1

OPTIONAL SLEEVE (RZWS-SLEEVE) FOR SANDY SOILS

PVC OR POLYETHYLENE LATERAL PIPE

PVC SCH 40 TEE OR ELBOW

1/2" SWING ASSEMBLY

1/2" SPIRAL BARB FITTING (INCLUDED)

ROOT WATERING SYSTEM: AS SPECIFIED2

3

4

5

6

7

FINISH GRADE/TOP OF AGGREGATE, OR FINISH GRADE OF TURF (SEE PLANS)1

4" WIDE X 18" LONG RIGID BASKET 8

WEAVE CANISTER (INCLUDED)

PLANT ROOT BALL 9

NOTES:

1. POSITION 3 UNITS OPPOSITE FROM EACH OTHER AROUND TREE

2. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE

3. FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID

D4

DEEP ROOT WATERING SYSTEM

1/2"=1'-0" SECTION

IRRIGATION WATERING SCHEDULE

D6

RAIN/FREEZE SENSOR

N.T.S. ELEVATION