Amandera Parkway Phase 2 Landscape.pdf

PDF 4 MB Posted Aug 5, 2026

Attached to: Amandera Parkway Phase 2 Landscape
Solicitation number: TMTt504
Issued by: Fort Bend County, Texas

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COVER

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M T \T

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AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

A PROJECT OF

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE, SUITE 300

HOUSTON, TEXAS 77042

ISSUE FOR BID

07/31/2026

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o Revision

Date

07/31/2026

Phase

ISSUE FOR BID

Job Number

TMTT504

StampLandscape Architect

Consultants

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

GENERAL CONSTRUCTION NOTES

L0.01

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NOT TO SCALE

ALUM

APPROX

BOC

BLDG

CMU

COMM

CONC

CONT

DIA

DWG

ELEC

ELEV

ESMT

EXIST

FIN

HSS

IRRIG

LOW

NEIGHB

NIC

PERP

PIP

POB

PROP

REF

REINF

REQ

ROW

SCH

SEC

SHT

SIM

STA

STRUC

THOR

TPR

TYP

UTIL

WSE

ALUMINUM

APPROXIMATE

BOTTOM OF CURB

BACK OF CURB

BUILDING

BOTTOM OF RAMP

BOTTOM OF STEP

BOTTOM OF WALL

CONTROL JOINT

CONCRETE MASONRY UNIT

COMMUNITY

CONCRETE

CONTINUOUS

CENTERLINE

DIAMETER

DRAWING

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE OF SIDEWALK

EQUAL

EASEMENT

EACH WAY

EXISTING

FINISHED GRADE

FINISHED

FLOW LINE

FIELD VERIFY

HIGH STRENGTH STEEL

IRRIGATION

LINEAR FEET

LIMIT OF WORK

LOW POINT

NEIGHBORHOOD

NOT IN CONTRACT

ON-CENTER

PLANTING AREA

PERPENDICULAR

POURED-IN-PLACE

POINT OF BEGINNING

PROPOSED

RADIUS

REFERENCE

REINFORCED

REQUIRED

RIM ELEVATION

RIGHT-OF-WAY

SCHEDULE

SECTION

SHEET

SIMILAR

STATION

STRUCTURAL

TOP OF BANK

TOP OF CURB

TOP OF GRADE

THOROUGHFARE

TOP OF PAVING

TOP OF PIER / PIER CAP

TOP OF RAMP

TOE OF SLOPE

TOP OF WALL

TYPICAL

UTILITY

WATER SURFACE ELEVATION

ABBREVIATIONS

GRADING AND EXCAVATION NOTES:

1. ANY EXISTING AND/OR ON-SITE CONDITIONS WHICH

VARY FROM THOSE SHOWN ON DRAWINGS SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE

LANDSCAPE ARCHITECT.

2. ALL GRADING SHALL PROVIDE FOR NATURAL RUNOFF

OF WATER WITHOUT LOW SPOTS OR POCKETS.

FLOW LINES SHALL BE ACCURATELY SET AND SHALL

NOT BE LESS THAN 0.5% GRADIENT IN SUB-SURFACE

LINES, 1% ON PAVED SURFACES AND 2% ON LAWNS

AND GRASSES UNLESS OTHERWISE NOTED.

CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE

DRAINAGE IN ALL AREAS.

3. REFER TO THE GENERAL CONDITIONS AND THE

TECHNICAL SPECIFICATIONS SECTIONS FOR THE

PLACEMENT, COMPACTION, GRADING AND TESTING

OF ALL FILL MATERIAL.

4. THE DEBRIS CREATED BY GRADING AND EXCAVATION

OPERATIONS SHALL BECOME THE PROPERTY OF THE

CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF

AWAY FROM THE JOB SITE.

5. CONTRACTORS SHALL TAKE CARE IN MINIMIZING THE

DISTURBANCE TO THE EXISTING TREE TRUNKS AND

ROOT SYSTEMS. ALL FINISH GRADING UNDER THE

EXISTING TREES SHALL BE COMPLETED BY USING

HAND TOOLS. NO LARGE EQUIPMENT OR ANY

EQUIPMENT WITH TRACKS SHALL BE ALLOWED TO

WORK OR DRIVE UNDER THE DRIP LINE OF THE

EXISTING TREES, EXCEPT FOR THOSE AREAS WHERE

PAVING IS TO BE PLACED.

6. HAND EXCAVATE AND HAND COMPACT AREAS

UNDER DRIPLINES OF EXISTING TREES.

7. ALL EXCAVATION WITHIN THE DRIPLINES OF

EXISTING TREES SHALL BE RADIAL TO THE TRUNK.

8. EXISTING UTILITY STRUCTURES AND COVERS ARE TO

BE ADJUSTED TO MATCH PROPOSED FINISHED

GRADE (UNLESS OTHERWISE NOTED).

GENERAL NOTES:

1. VERIFY SITE INFORMATION, INCLUDING PROPERTY

LINES, EASEMENTS, BUILDINGS, ROADWAY CURB

AND GUTTERS, UTILITIES AND OTHER INFORMATION

AFFECTING THE SCOPE OF WORK INCLUDED ON

THESE DRAWINGS.

2. CONTRACTOR SHALL CONTACT THE OWNER AND

THE LANDSCAPE ARCHITECT FOR DIRECTION ON

HOW TO PROCEED IF ACTUAL SITE CONDITIONS

VARY FROM WHAT IS SHOWN ON THE DRAWINGS.

3. EXCAVATION IN THE VICINITY OF UTILITIES SHALL BE

UNDERTAKEN WITH CARE. THE CONTRACTOR BEARS

FULL RESPONSIBILITY FOR THIS WORK. THE

CONTRACTOR SHALL VERIFY THE LOCATION OF ALL

SITE UTILITIES PRIOR TO BEGINNING EXCAVATION.

ANY DAMAGE TO UTILITIES THAT ARE TO REMAIN

CAUSED BY ANY PERSON, VEHICLE, EQUIPMENT, OR

TOOL RELATED TO THE EXECUTION OF THE

CONTRACT SHALL BE REPAIRED IMMEDIATELY AT

NO EXPENSE TO THE OWNER.

4. BASE INFORMATION INCLUDING THE LOCATION OF

PROPERTY LINES, EASEMENTS, BUILDINGS, ROADS

AND CURBS HAVE BEEN TAKEN FROM THE CIVIL

ENGINEER'S DRAWINGS.

EXPANSION JOINT NOTES:

1. PROVIDE EXPANSION JOINTS IN ALL CASES WHERE

CONCRETE FLATWORK MEETS VERTICAL

STRUCTURES SUCH AS WALLS, CURBS, STEPS AND

BUILDING OR WHERE CONCRETE ABUTS UTILITY

VAULTS OR BOXES. REQUIRED EXPANSION JOINTS

AT ALL VAULTS AND VERTICAL STRUCTURES MAY

NOT BE SHOWN ON THESE DRAWINGS BUT ARE A

CONSTRUCTION REQUIREMENT.

LAYOUT/DIMENSIONAL CONTROL NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND

PROTECTING ALL EXISTING UTILITIES.

2. THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL

DIMENSIONS PRIOR TO CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE

ATTENTION OF THE LANDSCAPE ARCHITECT FOR

DIRECTION AND RESOLUTION OF DISCREPANCIES

PRIOR TO PROCEEDING.

3. VERIFY LOCATIONS OF ALL SITE IMPROVEMENTS

INSTALLED UNDER OTHER SECTIONS. IF ANY PART

OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE

CONDITIONS, CONTACT THE LANDSCAPE ARCHITECT

FOR INSTRUCTION PRIOR TO COMMENCING WORK.

4. ALL DIMENSIONS ARE TAKEN PERPENDICULAR TO

WALL, CURB, P.O.B., OR CENTERLINE UNLESS

OTHERWISE NOTED. DIMENSIONS AT CURB ARE

FROM BACK OF CURB.

5. PAVING IS LOCATED BY DIMENSIONS FROM BACK OF

CURB AND ARE GENERAL LOCATIONS. CONTRACTOR

SHALL STAKE POINTS IN FIELD. STAKED EDGES

SHALL BE REVIEWED BY LANDSCAPE ARCHITECT FOR

FINAL LAYOUT APPROVAL AND SETTING AND MAY

REQUIRE ADJUSTMENTS IN FIELD FOR FINAL

PLACEMENT.

SITE/LANDSCAPE SLEEVING NOTES:

1. ALL SITE/LANDSCAPE SLEEVE LOCATIONS AND SIZES

SHALL BE NOTED WITHIN THESE DOCUMENTS FOR

IRRIGATION, FOUNTAIN AND DRAINAGE SCOPE OF

WORK ONLY. ADDITIONAL MISCELLANEOUS FUTURE

USE SLEEVES ARE PROVIDED IN SOME LOCATIONS.

SLEEVES DO NOT INCLUDE SECURITY,

ARCHITECTURAL, OR CIVIL OR SITE LIGHTING SCOPE.

2. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL OTHER

CONSULTANTS AND SUB-CONTRACTOR SLEEVING

REQUIREMENTS AND PLACE SUCH SLEEVES PRIOR TO

HARDSCAPE INSTALLATION.

EXISTING TREE MAINTENANCE NOTES:

1. TREE MAINTENANCE OPERATIONS SHALL BE DEEMED

HIGH PRIORITY AND SHALL OCCUR WHEN SUCH

OPERATIONS ARE DIRECTED TO OCCUR AND SHALL

OCCUR AS NOTED BY ARBORIST.

9. ALL LAWN DRAIN RIM ELEVATIONS SHALL BE 2%

MIN. BELOW TOP OF ADJACENT PAVEMENT

ELEVATION. ALL FLOW LINE ELEVATIONS SHALL BE

SET AT MIN. 12" BELOW TOP OF PIPE ELEVATIONS.

10.AFTER PLACEMENT AND ADJUSTMENT OF DRAIN

BODIES TO PROPOSED FINISH GRADES, CONTRACTOR

SHALL NOTIFY LANDSCAPE ARCHITECT TO

COORDINATE AND APPROVE FINAL GRADES IN ALL

AREAS.

11.GRADING ON TRAILS SHALL BE CONSISTENT AND TO

TRANSITION WITH EXISTING GRADES. TRAIL SLOPED

AT 2% MAX. TO THE DOWNHILL SIDE.

12.THE CONTRACTOR SHALL REQUEST A REVIEW FOR

INSPECTION OF FINAL IN PLACE GRADING A MINIMUM

OF 48 HOURS IN ADVANCE OF PERFORMING ANY

WORK UNLESS OTHERWISE NOTED ON THIS SHEET.

FINAL GRADING SHALL BE APPROVED BY THE

LANDSCAPE ARCHITECT IN THE FIELD AND PRIOR TO

SURFACE CONSTRUCTION AND PLANTING.

13.REFER TO PLANTING NOTES FOR GRADING

REQUIREMENTS FOR AREAS ADJACENT TO

PAVEMENTS.

6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER

SCALED DIMENSIONS.

7. FOR HANDICAPPED STANDARDS, VERIFY

COMPLIANCE WITH LATEST EDITION OF ADA AND

LOCAL AND STATE HANDICAP STANDARDS PRIOR

TO CONSTRUCTION. WHERE FIELD MODIFICATIONS

ARE REQUIRED FOR COMPLIANCE, CONSTRUCTION

CHANGES MAY BE APPLIED INCLUDING DIFFERENT

GRADES AND LAYOUT THAN THOSE NOTED HEREIN.

8. SURFACES SHALL BE ADA COMPLIANT ALONG

ACCESS AND EGRESS. PAVING MATERIALS SHALL

HAVE NO ADJACENT SURFACE IRREGULARITIES

GREATER THAN 1/4" IN ANY PIECE OR BETWEEN

ADJACENT PIECES

9. WHERE DIMENSIONS ARE CALLED AS "EQUAL", ALL

REFERENCED ITEMS SHALL BE SPACED EQUALLY,

MEASURED TO THEIR CENTER LINES OR OTHER

NOTED REFERENCES.

10 INSTALL ALL INTERSECTING ELEMENTS AT 90

DEGREES TO EACH OTHER UNLESS OTHERWISE

NOTED.

PIPELINE & UTILITY EASEMENT NOTES:

1. BEFORE ANY CONSTRUCTION WORK BEGINS CONTACT

TAYLOR MORRISON OF TEXAS,INC. AND

1-281-598-3000 AT LEAST 48 HOURS IN ADVANCE OF

CONSTRUCTION ADJACENT TO UTILITY/PIPELINE

EASEMENTS.

2. LOCATE, MARK, AND MAINTAIN ALL MANHOLES,

WATER VALVES, AND CATCH BASINS. DO NOT BLOCK

ANY UTILITY ACCESS UNLESS APPROVED BY THE

OWNERS REPRESENTATIVE.

3. CONTRACTOR SHALL TAKE NECCESSARY PRECAUTION

WHEN WORKING UNDER OR NEAR AERIAL EASEMENTS

AND OVERHEAD UTILITIES.

4. CONSTRUCTION ACTIVITY OF ANY KIND, INCLUDING,

BUT NOT LIMITED TO, EQUIPMENT MOVEMENT,

MATERIALS STORAGE, BORING, AND DIGGING THAT

TAKE PLACE WITHIN THE EASEMENT WILL REQUIRE 48

HOURS PRIOR NOTICE TO TEXAS ONE-CALL AT 811. A

COMPANY REPRESENTATIVE MUST BE PRESENT

DURING ANY OF THE AFOREMENTIONED

CONSTRUCTION ACTIVITIES.

5. WARNING! HIGH PRESSURE PIPELINE(S) EXCAVATION

AND/OR CONSTRUCTION PROHIBITED WITHOUT PRIOR

WRITTEN PERMISSION FROM THE OWNERS OF

RELEVANT PIPELINES OR EASEMENTS.

6. NO EQUIPMENT WILL BE ALLOWED TO WORK OVER

COMPANY'S PIPELINE(S), UNLESS APPROVED BY

COMPANY'S REPRESENTATIVE. EXCAVATORS MUST

WORK/DIG PARALLEL TO COMPANY'S PIPELINE(S), AND

THE BUCKETS MUST HAVE BARRED TEETH. ANY

EXCAVATION WITHIN TWO FEET (2') OF COMPANY'S

PIPELINE(S) WILL BE DONE BY HAND. ANY EXCAVATION

WITHIN TEN FEET (10') OF COMPANY'S PIPELINE(S)

AND FACILITIES REQUIRE PHYSICAL VERIFICATION OF

PIPELINE LOCATION(S) PRIOR TO COMMENCEMENT OF

ANY WORK.

AMANDERA

RICHMOND, TX

VICINITY MAP

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

KEY MAP & SHEET INDEX

L0.02

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0 50' 100'

1" = 100'

SHEET INDEX

SHEET NO. SHEET TITLE

L0.00 COVER

L0.01 GENERAL CONSTRUCTION NOTES

L0.02 KEY MAP & SHEET INDEX

L1.00 IRRGIATION NOTES

L1.01 IRRIGATION PLAN

L1.02 IRRIGATION PLAN

L1.03 IRRIGATION PLAN

L1.04 IRRIGATION DETAILS

L1.05 IRRIGATION DETAILS

L1.06 IRRIGATION DETAILS

L2.00 PLANT SCHEDULE

L2.01 PLANTING PLAN

L2.02 PLANTING PLAN

L2.03 PLANTING PLAN

L2.04 PLANTING DETAILS

. 0

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RKW

MOONSTONE VIEW DRIVE

01 8

4"3

4" 1"

2"1

B141 15.91"

B142 18.11"

B143 16.81"

B144

B145 16.91"

B146 18.11"

B147 15.91"

TIE INTO EXISTING MAINLINE

AND 2-WIRE PATH AT THIS

POINT 3"

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/20/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

RICHMOND, TEXAS

Stamp

07.31.2026

M2M Irrigation Design 5614 First Street Katy,TX 77493

Bruce A. Manche

F T E X A S

OETAT

L I C

E N S E D I R R I G A T O

IRRIGATION PLAN

L1.01

0 15' 30'

1" = 30'

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2.0

4.0

4"1

2"11

2" 3

4" 3 4"

4"1

B146 18.11"

B147 15.91"

B148 17.51"

B149 31.411

2" B150

32.111 2"

B151 101"

B152 34.911

B153 111"

B154 34.911

TIE INTO EXISTING MAINLINE

AND 2-WIRE PATH AT THIS

POINT 3"

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/20/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

RICHMOND, TEXAS

Stamp

07.31.2026

M2M Irrigation Design 5614 First Street Katy,TX 77493

Bruce A. Manche

F T E X A S

OETAT

L I C

E N S E D I R R I G A T O

IRRIGATION PLAN

L1.02

L 2 . 0 2L 2 . 0 3 A

M A T C H L I N E

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M A T C H L I N E

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4.0

2.0

4.0

2"3

4" 1"

B153 111"

B154 34.911

B155 32.011

B156 111"

B157 33.511

B158

TIE INTO EXISTING MAINLINE

AND 2-WIRE PATH AT THIS

POINT

L 2 . 0 3 AL 2 . 0 3 B

M A T C H L I N E

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01 8

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4.0

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4" 1"

B158 24.81"

B159 71"

B160 111"

B161 17.711

B162 11.81"

B163 15.21"

TIE INTO EXISTING MAINLINE

AND 2-WIRE PATH AT THIS

POINT

TIE INTO EXISTING MAINLINE

AND 2-WIRE PATH AT THIS

POINT

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/20/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

RICHMOND, TEXAS

Stamp

07.31.2026

M2M Irrigation Design 5614 First Street Katy,TX 77493

Bruce A. Manche

F T E X A S

OETAT

L I C

E N S E D I R R I G A T O

IRRIGATION PLAN

L1.03

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/20/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

RICHMOND, TEXAS

Stamp

07.31.2026

M2M Irrigation Design 5614 First Street Katy,TX 77493

Bruce A. Manche

F T E X A S

OETAT

L I C

E N S E D I R R I G A T O

PLAN4"

1/4"

18"

5' -6

Stainless Steel Rectangle tag with engraved address number securely affixed to Meter Box

Meter Can

Contractor shall ensure meter socket installed is lockable

Affix 2 12" height reflective address labels for visibility from adjacent street

Service Panel

Painted Galv. Steel Channel, 1 Coat Primer & 2 Coats of GLOSS BLACK

If Disconnect is required, Metal engraved tag with address number shall be securely affixed to disconnect

ELECTRIC SERVICE CHANNEL

N.T.S.

TWO-WIRE CONTROLLER:

RAIN BIRD ESP-LXIVM/PRO WITH LXMM METAL CABINET AND

LXMMPED METAL PEDESTAL. INSTALL CONTROLLER, CABINET

AND PEDESTAL PER MANUFACTURER'S RECOMMENDATIONS.

CONCRETE PAD: 6-INCH MINIMUM THICKNESS, 6-INCHES LARGER

ON ALL SIDES THAN PEDESTAL FOOTPRINT

FINISH GRADE

POWER SUPPLY WIRE

1-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR

POWER SUPPLY

2-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR

TWO-WIRE CABLE

MAXICABLE TWO-WIRE PATH TO FIELD DEVICES

USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH.

COMPACTED SUBGRADE

1-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR

GROUND

NOTES:

1. ESP-LXIVM CONTROLLER IS AVAILABLE IN TWO MODELS. THE LXIVM WITH 60

STATIONS AND THE LMIVM-PRO WITH 240 STATIONS. REFER TO THE

CHART BELOW FOR DIFFERENCES BETWEEN THE TWO MODELS.

2. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND

RESISTANCE OF 10 OHMS OR LESS.

KEY SPECIFICATIONS

P R

O G

N S

O N

S M

R V

O W

S W

R S

LX-IVM

LX-IVM PRO

10 60 8 5 5 4

40 240 16 10 10 8

FEATURE

MODEL

RAINBIRD ESPLXIVM/ESPLXIVMP CONTROLLER

N.T.S.

1 2 3 4

VT = VALVE TEST

VT MV COM

5 6 7 8 9 10 11 12 AUX

(OUTDOOR)

ACG

WR2 WIRELESS SENSOR

NOTES:

1. FOR BEST PERFORMANCE, THE CONTROLLER INTERFACE

SHOULD BE INSTALLED AT LEAST FIVE FEET ABOVE THE

GROUND.

2. IT IS RECOMMENDED THAT THE CONTROLLER INTERFACE BE

INSTALLED AWAY FROM SOURCES OF ELECTRICAL

INTERFERENCE (SUCH AS TRANSFORMERS, GENERATORS,

PUMPS, FANS, ELECTRICAL METER BOXES) AND METAL

OBJECTS TO MAXIMIZE COMMUNICATION RANGE.

C O

ACG

C O

RAINBIRD CONTROLLER

1-INCH PVC SCH 40 CONDUIT

AND FITTINGS FOR VALVE WIRES

RAINBIRD WR2 WIRELESS SENSOR

CONTROLLER INTERFACE

CABLE HARNESS FOR CONTROLLER

INTERFACE (30" MAXIMUM)

GROUND WIRE TO

GROUNDING GRID

JUNCTION BOX

2 -INCH PVC SCH 40 CONDUIT

TO POWER SUPPLY

OUTDOOR WALL

RAINBIRD WIRELESS RAIN SENSOR (WR-2)

N.T.S.

FLOW

Water Meter - Installed by Others

Water Meter (w/Tranmitter and Cable):

Installed by Others - Size per Plan

Waterproof connectors - 2

Rectangular Valve Box - Per Plan

Brick Supports at each corner - 4

Gravel Base - Depth per Plan

Mainline and Soil cover - per Plan

Mainline fittings - per Plan

Finish Grade

Mainline to Backflow Preventor - Per Plan

WATER METER

N.T.S.

GATE VALVE

3" = 1'-0"

10" VALVE BOX1

FINISHED GRADE

(LAWN OR OTHER)

GATE VALVE3

PVC MALE ADAPTER4

EXTEND LENGTH AS REQUIRED5

BRICK OR 2x4 WOOD BLOCK6

PEA GRAVEL, DEPTH AS

REQUIRED

FLOW DIRECTIONFLOW DIRECTION

P-CO-MIS-15

ASSEMBLY

REDUCED PRESSURE

6 FINISH GRADE

1 1

18"

MINIMUM

Note: Insulate backflow device as per local code.

RECOMMENDATIONS

MANUFACTURER'S

CODES AND

INSTALL PER LOCAL

NOTE:MAINLINE

(LENGTH AS REQUIRED)

SCH80 OR COPPER NIPPLES

(AS REQUIRED)

PVC OR BRASS UNION

SCH80 PVC 90 OR COPPER 90

MINIMUM 12"

REDUCED PRESSURE ASSEMBLY

N.T.S.

GUARDSHACK DIVISION OF B.P.D.I.

1-800-266-5411 www.guardshackenclosures.com

GUARDSHACK™ GENERAL SPECIFICATIONS

All pipe shall be 1 ¼" schedule 40 A.S.T.M. A-53 Grade A- Electric Weld pipe.

· Angle Iron shall be 1" x 1" x " steel.

· Expanded metal shall be ½" spacing x # 13 Ga.

flattened diamond pattern steel.

· All Enclosures shall have an integrated Lock

Shield Bracket (LSB).

There shall be no exposed ends of expanded metal on the outside of the enclosure.

· Welding shall be a minimum of ¼" long welds on 4" spacing.

· Hardware kits provided for mounting enclosures.

· All hardware shall be securely attached to enclosures.

· All mounting hardware shall be concealed internally.

· All enclosures shall withstand a minimum of 200 lbs. per square foot without any permanent deflection or distortion.

· 3/8” spacing between angle iron framework of enclosure and slab to prevent rusting. Only pipe ends to touch slab.

STANDARD GUARDSHACK

SIZES INTERNAL DIMENSIONS

1 - 10"W x 24"H x 22"L HINGED W/ GATE 2 10"W x 24"H x 30"L

2 - HINGED W/ GATE

3 - 10"W x 24"H x 40"L HINGED W/ GATE

POWDERCOATED UNITS

Pre-powdercoat Treatment Process Clean GuardShack ™ unit with a S-44 alkaline cleaner, overflow rinse, apply an AC-8115 iron phosphate treatment, overflow rinse and finish with a #198 sealer rinse to prevent rusting and improve adhesion.

Powdercoat Treatment Process Units shall be preheated and coated by electrostatic application of 2.0 to 3.5 mil thickness on all surfaces.

Powder shall be RAL 1019 Woodlands Tan or TCI 8810-6058 Forest Green or approved equal Impact Resistance Finish 160 inch pounds direct 160 inch pounds reverse, per ASTM D-2794 specs. Gloss Finish >85, per ASTM D-523. Adhesion to be rated excellent when tested to ASTM D-3359 standards.

GUARDSHACK BACKFLOW ENCLOSURE

N.T.S.

TWO-WIRE CABLE

WATERPROOF SPLICE CONNECTION RAIN BIRD WC20 (TWO REQUIRED)

ID TAG

REMOTE CONTROL VALVE: RAIN BIRD PGA WITH IVM-SOL

VALVE BOX WITH COVER: RAIN BIRD VB-STD

FINISH GRADE/TOP OF MULCH

PVC SCH 80 CLOSE NIPPLE

PVC SCH 80 ELL

PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

BRICK (1 OF 4)

PVC MAINLINE PIPE

SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 80 ELL

PVC SCH 80 TEE OR ELL

PVC SCH 40 MALE ADAPTER

PVC LATERAL PIPE

3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

NOTE:

1. COIL AN ADDITIONAL 3-FEET OF TWO-WIRE CABLE IN VALVE

BOX FOR EASY SERVICING.

RAINBIRD PGA VALVE W/IVM SOL

N.T.S.

LATERAL

PIPE

WIRING IN

CONDUIT

MAINLINE

PIPE

MAINLINE, LATERAL,

AND WIRING IN

THE SAME TRENCH

SECTION VIEW

RUN WIRING UNDER

MAINLINE, TAPE AND

BUNDLE AT 10' O.C.

ALL PLASTIC PIPING

TO BE SNAKED IN

TRENCH AS SHOWN

PLAN VIEW

TIE A 24" LOOP IN All

WIRING AT CHANGES OF

DIRECTION OF 30°. UNTIE

AFTER ALL CONNECTIONS

HAVE BEEN MADE.

20" 18"

12" 18"

NOTE:

SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40

PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN.

MAINLINE / LATERAL LINE TRENCHING

N.T.S.

Irrigation Control Valve

Irrigation Control Valve Quick Coupler

Valve

Isolation Valve

10" Round Valve Box (Typical)

Irrigation Control Valve Box (Typical)

Quick Coupler Valve Box (Typical)

18" 18" 18" 18"

CONTROL VALVE BOX LAYOUT

N.T.S.

NOTE:

Center Control Valve in MIDDLE of Irrigation Control Valve Box.

Install Irrigation Control Valve(s) in TURF areas where possible.

Install Irrigation Control BGos's approx. 18" apart or ONE SOD width and no closer than 36" to paved areas, planting beds or buildings where possible.

NOTE:

1. COIL AN ADDITIONAL 3' - 5' OF TWO-WIRE CABLE IN VALVE

BOX FOR EASY SERVICING.

RAINBIRD 150/200 PEB/PESB WITH IVMSOL

N.T.S.

2-WIRE CABLE

3M 600V CONNECTOR (2)

ID TAG

REMOTE CONTROL VALVE

W/IVMSOL AS PER PLAN

12 X 18 VALVE BOX AS PER

PLAN

FINISH GRADE (TURF OR MULCH)

SCH 80 NIPPLE - SIZE PER VALVE

SCH 40 PVC 90

BRICK SUPPORT (4)

PVC MAINLINE

SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND

SCH80 ELL

SCH80 TEE OR ELL

SCH40 MALE ADAPTER

PVC LATERAL LINE

3" MINIMUM DEPTH OF 34"

WASHED GRAVEL

SCH80 NIPPLE - LENGTH AS NEEDED

FINISH GRADE/TOP OF MULCH

VALVE BOX WITH COVER:

RAIN BIRD VB-STD

30-INCH LINEAR LENGTH OF WIRE,

COILED

WATERPROOF CONNECTION:

RAIN BIRD DB SERIES

1-INCH BALL VALVE (INCLUDED IN

XCZ-PRB-100-COM KIT)

ID TAG

REMOTE CONTROL VALVE:

RAIN BIRD PESB (INCLUCED IN

XCZ-PRB-100-COM KIT)

PRESSURE REGULATING QUICK

CHECK BASKET FILTER:

RAIN BIRD PRB-QKCHK-100

(INCLUDED IN XCZ-PRB-100-COM

KIT)

PVC SCH 40 FEMALE ADAPTOR

LATERAL PIPE

PVC SCH 80 NIPPLE (LENGTH AS

REQUIRED)

PVC SCH 40 ELL

PVC SCH 80 NIPPLE (2-INCH

LENGTH, HIDDEN) AND PVC SCH

40 ELL

PVC SCH 40 TEE OR ELL

MAINLINE PIPE

3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

PVC SCH 80 NIPPLE, CLOSE

(INCLUDED IN XCZ-PRB-100-COM

KIT)

RAINBIRD XCZ-100/150-COM COMMERCIAL DRIP VALVE KIT

N.T.S.

IRRIGATION DETAILS

L1.04

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/20/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

RICHMOND, TEXAS

Stamp

07.31.2026

M2M Irrigation Design 5614 First Street Katy,TX 77493

Bruce A. Manche

F T E X A S

OETAT

L I C

E N S E D I R R I G A T O

NOTE:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

NOMINAL QUICK COUPLING VALVE INLET SIZE.

FINISH GRADE/TOP OF MULCH

PURPLE VALVE BOX WITH

COVER:

3/4-INCH WASHED GRAVEL

3-INCH MINIMUM DEPTH OF

BRICK AS NEEDED FOR

STABILITY

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

PVC SCH 40 THREADED ELL

QUICK-COUPLING VALVE:

SUPPORT SYSTEM

CLAMPS OR EQUIVALENT

STAINLESS STEEL GEAR

PVC MAINLINE PIPE

PVC SCH 40 TEE OR ELL

3/8 X 24 REBAR STAKE W/

1 2 3

9 87

12 X 18 VALVE BOX

11 GATE VALVE

N O

O W

RAINBIRD 33-DNP QUICK COUPLER VALVE

N.T.S.

13 PLASTIC BALL VALVE

3" = 1'-0"

10" VALVE BOX1

FINISHED GRADE

(LAWN OR OTHER)

PLASTIC BALL VALVE3

PVC MALE ADAPTER4

EXTEND LENGTH AS REQUIRED5

BRICK OR 2x4 WOOD BLOCK6

PEA GRAVEL, DEPTH AS

REQUIRED

FLOW DIRECTIONFLOW DIRECTION

P-CO-MIS-16

Low Voltage Wires - 3 Maximum

Wires pass through grooves to allow lid to fully seat and lock into place

Pre-filled Polypropylene tube

SCHOTCHLOCK electrical wire connector. Strip wires approx.

1/2 " of insulation prior to inserting into the wire connector.

Twist connector until wires are seated into connector.

Fully insert connector into TubeNote:

Wire connector SHALL BE a 3M DBR-y 600v direct burial splace for either conventional or 2-wire application. (U.L. Approved)

3M 600V DBR-Y WIRE CONNECTOR

N.T.S.

RAIN BIRD

ROTOR POP-UP SPRINKLER:

FINISH GRADE

5004-PL-FC/PC

(LENGTH AS REQUIRED)

PVC SCH 40 ELL

PVC SCH 40 STREET ELL

PVC SCH 80 NIPPLE

PVC SCH 40 STREET ELL

PVC SCH 80 NIPPLE

PVC SCH 40 TEE OR ELL

PVC LATERAL PIPE

RAINBIRD 5004 PC/FC ROTOR ON SWING JOINT

N.T.S.

LATERAL PIPE

MODEL PROS-12-PRS30-CV

FINISH GRADE

LATERAL TEE OR ELL

HUNTER SWING JOINT

HUNTER PROS-12 MP ROTATOR ON SWING PIPE

N.T.S.

HUNTER SWING JOINT

LATERAL TEE OR ELL

FINISH GRADE

MODEL PROS-04 PRS30-CV

LATERAL PIPE

HUNTER PROS-04 MP ROTATOR WITH SWING PIPE

N.T.S.

5 PVC SCH 40 TEE OR ELL

PVC LATERAL PIPE

SWING ASSEMBLY:

RAINBIRD 1804 POP-UP SPRINKLER ON SWING PIPE

N.T.S.

Amended Select Backfill

Tree Canopy Drip line Undisturbed Soil

Tree Root Ball

4" Pop-up Sprinkler with MSBN Nozzle as per plan adjusting as necessary to not spray on base of tree while wetting amended soil and root ball of tree.

Rainbird SP100 or approved equal

Rainbird SP100 or approved equal to appropriately sized lateral line.

Note: Position bubblers appropriate distance to ensure proper coverage

TREE BUBBLER

N.T.S.

XFS-CV Dripline Maximum Lateral Lengths (Feet)

Inlet Pressure psi

12" Spacing 18" Spacing

Nominal Flow (gph) Nominal Flow (gph)

0.6 0.9 0.6 0.9 20 192 136 254 215 30 289 205 402 337 40 350 248 498 416 50 397 281 573 477 60 436 309 637 529

NOTES:

1. FOR ALL QF HEADER CONNECTIONS INSTALL TLF SERIES TWIST LOCK FITTINGS.

2. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN

ELEVATION.

3. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING

TABLE.

RAINBIRD DRIP MANIFOLD - IRREGULAR

N.T.S.

PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT

(SIZED TO MEET LATERAL FLOW DEMAND)

QF SUPPLY HEADER

PRE-INSTALLED BARB FITTING

SIGHT HEAD - SEE PLAN FOR MODEL

PERIMETER OF AREA

BARB X BARB INSERT TEE

TIE-DOWN STAKES - USE ARE NECESSARY TO KEEP

DRIP LINE IN PLACE AND CORRECT SPACING

SUB-SURFAC/ON-SURFACE DRIPLINE - SEE PLAN FOR

TYPE USED

PERIMETER DRIPLINE PIPE TO BE INSTALLED 2" - 4"

FROM PERIMETER OF AREA

FLUSH POINT - SEE PLAN FOR FLUSH VALVE TYPE

QF EXHAUST HEADER

TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT

EXCEED LENGTH SHOWN IN TABLE BELOW

TWIST LOCK FITTING: TLF-MPT

TWIST LOCK CAP: TLF-CAP

PVC SCH40 ELL - SIZE PER PLAN

PVC SCH40 BALL VALVE - SIZE PER PLAN

LEGEND:

ECO INDICATOR

4 PVC LATERAL PIPE

FINISHED GRADE

ADJACENT MULCH

5 FLEX TUBING

HUNTER ECO SIGHT HEAD

N.T.S.

LEGEND:

AIR RELIEF VALVE

4 PLD-075-TBTEE FITTING

FINISHED GRADE

3/4" MPT X 1/2" FPT BUSHING

NOTES

AIR RELIEF VALVE TO BE INSTALLED AT

OPTIMAL HIGHEST POINT FROM

CONTROL ZONE KIT. MULTIPLE AIR

RELIEF VALVES MAY BE NEEDED TO

ACCOMMODATE DIFFERENCES IN GRADE.

5 PROFESSIONAL LANDSCAPE DRIPLINE

6 FILTER FABRIC

7 BRICK

DRIP IN-LINE AIR RELIEF VALVE

N.T.S.

6" Standard Valve Box

Flush Valve

Drip Tubing

Finish Grade

3/4 Pea Gravel

DRIP FLUSH VALVE

N.T.S.

IRRIGATION DETAILS

L1.05

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL

Rain Bird 1804 15 Strip Series Turf Spray 4.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2in. NPT Female Threaded Inlet.

25 21/2

Rain Bird 1804 ADJ Turf Spray 4.0in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

1/2in. NPT Female Threaded Inlet.

25 21/2

Rain Bird 1812 8 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.

25 20/2

Rain Bird 1812 12 Series MPR Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.

25 20/2

Rain Bird 1812 ADJ Shrub Spray 12in. Pop-Up Sprinkler with Co-Molded Wiper Seal.

Side and Bottom Inlet. 1/2in. NPT Female Threaded Inlet.

25 20/2

Hunter MP2000 PROS-04-PRS30-CV Turf Rotator, 4in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body.

K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360 arc.

30 19/2

Hunter MP3000 PROS-04-PRS30-CV Turf Rotator, 4in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body.

B=Blue adj arc 90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc.

30 19/2

Hunter PROS-PRS30-04-MSBN 10F Multi-Stream Bubbler, 4in. pop-up, 25=.25gpm, 50=0.5gpm, 10=1.0gpm, 20=2.0gpm.

30 26/3

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL

Rain Bird 5004-PC 2.0 Turf Rotor, 4.0in. Pop-Up, Plastic Riser. Adjustable to Full Circle.

Standard Angle Nozzle.

25 1.5 35' 17/2

Rain Bird 5004-PC 4.0 25 2.91 36' 17/2

SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL

Rain Bird PEB-IVM 1" 1in., 1-1/2in., 2in. Plastic Industrial Smart Valves w/ Factory Installed IVM-SOL. Low Flow Operating Capability, Globe Configuration.

12/1

Rain Bird PEB-IVM 1-1/2" 12/1

Rain Bird 33-DNP 3/4" 3/4in. Brass Quick-Coupling Valve, with Corrosion-Resistant Stainless Steel Spring, Locking Thermoplastic Non-Potable Purple Rubber Cover, and 2-Piece Body.

14/2

Landscape Products Inc. BGV 1/2in., 3/4in., 1in., 1-1/4in., 1-1/2in., 2in., 2-1/2in., 3in., 4in. Brass Gate Valve. Threaded bonnet, Non-rising stem, Pressure rated to 200 psi. Same size as mainline.

5/1

Landscape Products Inc. CWV Slip Socket 1/2in., 3/4in., 1in., 1-1/4in., 1-1/2in.,2in. Slip Socket Plastic Ball Valve. Quarter-turn shutoff designed for irrigation, spas, pools and other general cold water applications. 125 psi rating. Same size as mainline.

15/2

Irrigation Lateral Line: PVC Class 200 SDR 21-NP

Irrigation Lateral Line: PVC Class 200 SDR 21-NP 1/2"

Irrigation Lateral Line: PVC Class 200 SDR 21-NP 3/4"

Irrigation Lateral Line: PVC Class 200 SDR 21-NP 1"

Irrigation Lateral Line: PVC Class 200 SDR 21-NP 1 1/4"

Irrigation Lateral Line: PVC Class 200 SDR 21-NP 1 1/2"

Irrigation Lateral Line: PVC Class 200 SDR 21-NP 2"

Irrigation Mainline: PVC Schedule 40-NP

Pipe Sleeve: PVC Schedule 40

EST CST SSTRCSLCS

E L R C S

104 6 8

12 15 18

4 6 8 01

21 51 81

FHTQ

8 8 8 8

Q TQ FHT

12 12 12 12 12

104 6 8

12 15 18

4 6 8 01

21 51 81

20F10F10H50H50Q25Q

2.0

4.0

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

Generated: 2026-07-25 10:02

P.O.C. NUMBER: 01

Water Source Information: Badger 2" Water Meter or Approved Equal

FLOW AVAILABLE

Water Meter Size: 2" Flow Available 69.4 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 55 PSI Elevation Change: 0.00 ft Service Line Size: 2" Length of Service Line: 5 ft Pressure Available: 54 PSI

DESIGN ANALYSIS

Flow Velocity: 5 Ft.sec.

Maximum Station Flow: 41.33 GPM Flow Available at POC: 69.4 GPM Residual Flow Available: 28.07 GPM

Critical Station: B46 Design Pressure: 25 PSI Friction Loss: 5.11 PSI Fittings Loss: 0.51 PSI Elevation Loss: 0 PSI Loss through Valve: 3.62 PSI Pressure Req. at Critical Station: 34.2 PSI Loss for Fittings: 0.32 PSI Loss for Main Line: 3.19 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 12.2 PSI Loss for Master Valve: 1.2 PSI Loss for Water Meter: 0.78 PSI Critical Station Pressure at POC: 52.0 PSI Pressure Available: 54 PSI Residual Pressure Available: 2.03 PSI

Generated: 2026-07-25 10:01

P.O.C. NUMBER: 02

Water Source Information: Badger 2" Water Meter or Approved Equal

FLOW AVAILABLE

Water Meter Size: 2" Flow Available 69.4 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 55 PSI Elevation Change: 0.00 ft Service Line Size: 2" Length of Service Line: 5 ft Pressure Available: 54 PSI

DESIGN ANALYSIS

Flow Velocity: 5 Ft.sec.

Maximum Station Flow: 41.33 GPM Flow Available at POC: 69.4 GPM Residual Flow Available: 28.07 GPM

Critical Station: B20 Design Pressure: 30 PSI Friction Loss: 1.66 PSI Fittings Loss: 0.17 PSI Elevation Loss: 0 PSI Loss through Valve: 3.6 PSI Pressure Req. at Critical Station: 35.4 PSI Loss for Fittings: 0.24 PSI Loss for Main Line: 2.44 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 12.3 PSI Loss for Master Valve: 1.2 PSI Loss for Water Meter: 0.81 PSI Critical Station Pressure at POC: 52.4 PSI Pressure Available: 54 PSI Residual Pressure Available: 1.57 PSI

Generated: 2026-07-25 10:02

P.O.C. NUMBER: 03

Water Source Information: Badger 2" Water Meter or Approved Equal

FLOW AVAILABLE

Water Meter Size: 2" Flow Available 69.4 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 55 PSI Elevation Change: 0.00 ft Service Line Size: 2" Length of Service Line: 5 ft Pressure Available: 54 PSI

DESIGN ANALYSIS

Flow Velocity: 5 Ft.sec.

Maximum Station Flow: 41.33 GPM Flow Available at POC: 69.4 GPM Residual Flow Available: 28.07 GPM

Critical Station: B20 Design Pressure: 30 PSI Friction Loss: 1.66 PSI Fittings Loss: 0.17 PSI Elevation Loss: 0 PSI Loss through Valve: 3.6 PSI Pressure Req. at Critical Station: 35.4 PSI Loss for Fittings: 0.29 PSI Loss for Main Line: 2.87 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 12.3 PSI Loss for Master Valve: 1.2 PSI Loss for Water Meter: 0.81 PSI Critical Station Pressure at POC: 52.9 PSI Pressure Available: 54 PSI Residual Pressure Available: 1.1 PSI

CRITICAL ANALYSIS CRITICAL ANALYSISCRITICAL ANALYSIS

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/20/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2 LANDSCAPE

RICHMOND, TEXAS

Stamp

07.31.2026

M2M Irrigation Design 5614 First Street Katy,TX 77493

Bruce A. Manche

F T E X A S

OETAT

L I C

E N S E D I R R I G A T O

IRRIGATION DETAILS

L1.06

"Irrigation in Texas is regulated by the Texas Commission on Environmental Quality (TCEQ), MC-235, P.O. Box 13087, Austin, Texas 78711-3087. TCEQ's website is:

www.tceq.texas.gov."

Pop-up spray heads or rotary sprinkler heads must direct flow away from any adjacent surface and shall not be installed closer than four inches from a hardscape, such as, but not limited to, a building foundation, fence, concrete, asphalt, pavers, or stones set with mortar. Narrow paved walkways, jogging paths, golf cart paths or other small areas located in cemeteries, parks, golf courses or other public areas may be exempted from this requirement if the runoff drains into a landscaped area.

The maximum spacing between emission devices must not exceed the manufacturer's published radius or spacing of the device(s).

Contractor shall not utilize above-ground spray emission devices in landscapes that are less than 48 inches not including the impervious surfaces in either length or width and which contain impervious pedestrian or vehicular traffic surfaces along two or more perimeters.

The irrigation design is a diagramatic representation and any/all materials or equipment place in hardscape areas are for clarity only and SHALL ONLY be placed in Landscaped Areas.

Contractor SHALL ABIDE BY ALL STATE, LOCAL or Municipal governing authorities pertaining to any portion of related work being performed.

Contractor SHALL OBTAIN all permits prior to starting work, and SHALL POST ALL permits on the work site as required.

Contractor SHALL INSTALL all materials as per MANUFACTURERS recommendations. Any materials NOT INSTALLED as per manufacturers recommendations SHALL BE replaced or corrected at the CONTRACTORS EXPENSE to comply with manufacturers recommendations.

ALL irrigation control valves and quick couplers SHALL BE PLACED in Turf areas as much as possible and as per detail unless directed by Landscape Architect.

ALL WATERPROOF connectors SHALL BE 3M 600v DBR-Y connectors unless otherwise directed.

Wire path SHALL HAVE A MINIMUM OF 5 FEET of slack wire at ALL SPLICE BOX(s) and CONTROL VALVE BOX(s). Strip back enough wire for POSITIVE connection.

Contractor WILL co-ordinate with the owner/representative on location of backflow prevention device, electrical service channel and Irrigation controller.

All irrigation piping SHALL BE PURPLE PVC PIPE unless otherwise directed by Landscape Architect.

All pop-up sprinkler heads shall have purple snap caps. All Rotor heads shall have purple caps.

Contractor SHALL BE responsible for all sleeving unless otherwise noted on the irrigation plan. All sleeves SHALL BE SCH40 and twice the diameter of the pipe(s) that the sleeve is to be used for. Any sleeves NOT NOTED on the plan and are necessary SHALL BE brought to the attention of the Landscape Architect, owner/representative immediately.

Contractor SHALL MAINTAIN any existing irrigation in the scope of work. ANY damages are the responsibility of the contractor and SHALL BE REPAIRED at their expense.

Contractor SHALL BE responsible for a clean work site. Contractor SHALL remove any and all debris on a daily basis. (ie scrap pipe and misc. debris such as spoil concrete and form boards.)

Contractor SHALL NOT machine trench within the dripline of existing trees. All work in areas of existing trees SHALL BE hand dug and perpindicular to the trees as to cause the least amount of damage to the root system. Pass pipes and wires underneath roots one inch or greater. NO ROOTS ONE INCH OR GREATER SHALL BE CUT.

ANY changes/modifications to the irrigation design SHALL BE brought to the attention of the Landscape Architect immediately so that they may be addressed and corrective actions can be taken. ANY changes made without notifications are SOLELY the responsibility of the contractor.

ALL QUICK COUPLES SHALL be place in 12 x 18 Valve Box's with PURPLE LIDS

IRRIGATION NOTES

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

PLANT SCHEDULE

L2.00

M T \T

M T T A

M A

A m an de ra P kw y

\4 D ra w in gs

G ra ph ic s\ A ut oC

A D

\S he et s\

A M

A N

A P

A R K

W A

Y P

H A

S E

A N

D S C

N T

G \L

T S

C H

.d w g

R O

A N

S I D

C H

NOT TO SCALE

L2.01L2.02

ATCHLINE

F W

O R K

MOONSTONE VIEW DRIVE

PLANTING LEGEND

LIMIT-OF-WORK

PROPOSED SHADE TREES

(VARIOUS SPECIES)

BERMUDA TURF GRASS

GULF COAST MUHLY

LEMON DRIFT ROSE

CORAL DRIFT ROSE

TRAILING LANTANA

PROPOSED ORNAMENTAL

TREES

(VARIOUS SPECIES)

NOTES:

1. REF. PLANT SCHEDULE FOR SPECIES,

L5.00.

2. REF. PLANTING DETAILS, L5.06.

3. TREE LAYOUT TO BE APPROVED BY

LANDSCAPE ARCHITECT IN FIELD.

4. INSTALL (2) 1'-4" SOLID SOD STRIPS

ALONG BACK OF ALL CURBS.

5. INSTALL 1'-4" SOLID SOD STRIPS ALONG

BACK OF ALL TRAILS, WALKS, AND

HARDSCAPE SURFACES.

6. IF GAP REMAINING TWO SOD STRIPS IS

LESS THAN 48", IT SHALL BE FILLED

WITH SOLID SOD.

7. CONTRACTOR SHALL VERIFY ALL PLANT

QUANTITIES.

8. CONTRACTOR SHALL FLAG ALL TREE

LOCATIONS FOR LANDSCAPE ARCHITECT

APPROVAL PRIOR TO INSTALLATION.

9. PROVIDE 3" PINE STRAW MULCH WITHIN

ENTIRE REFORESTATION ZONES.

ORNAMENTAL GRASS MIX

DALLAS RED LANTANA

BAT FACED CUPHEA

MATCHLINE

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

PLANTING PLAN

L2.01

M T \T

M T T A

M A

A m an de ra P kw y

\4 D ra w in gs

G ra ph ic s\ A ut oC

A D

\S he et s\

A M

A N

A P

A R K

W A

Y P

H A

S E

A N

D S C

N T

G \L

G P

.d w g

R O

A N

S I D

C H

L2.01L2.02

ATCHLINE

L2.02 L2.03A

MATCHLINE

F W

O R K

F W

PLANTING LEGEND

LIMIT-OF-WORK

PROPOSED SHADE TREES

(VARIOUS SPECIES)

BERMUDA TURF GRASS

GULF COAST MUHLY

LEMON DRIFT ROSE

CORAL DRIFT ROSE

TRAILING LANTANA

PROPOSED ORNAMENTAL

TREES

(VARIOUS SPECIES)

NOTES:

1. REF. PLANT SCHEDULE FOR SPECIES,

L5.00.

2. REF. PLANTING DETAILS, L5.06.

3. TREE LAYOUT TO BE APPROVED BY

LANDSCAPE ARCHITECT IN FIELD.

4. INSTALL (2) 1'-4" SOLID SOD STRIPS

ALONG BACK OF ALL CURBS.

5. INSTALL 1'-4" SOLID SOD STRIPS ALONG

BACK OF ALL TRAILS, WALKS, AND

HARDSCAPE SURFACES.

6. IF GAP REMAINING TWO SOD STRIPS IS

LESS THAN 48", IT SHALL BE FILLED

WITH SOLID SOD.

7. CONTRACTOR SHALL VERIFY ALL PLANT

QUANTITIES.

8. CONTRACTOR SHALL FLAG ALL TREE

LOCATIONS FOR LANDSCAPE ARCHITECT

APPROVAL PRIOR TO INSTALLATION.

9. PROVIDE 3" PINE STRAW MULCH WITHIN

ENTIRE REFORESTATION ZONES.

ORNAMENTAL GRASS MIX

DALLAS RED LANTANA

BAT FACED CUPHEA

MATCHLINE

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

PLANTING PLAN

L2.02

M T \T

M T T A

M A

A m an de ra P kw y

\4 D ra w in gs

G ra ph ic s\ A ut oC

A D

\S he et s\

A M

A N

A P

A R K

W A

Y P

H A

S E

A N

D S C

N T

G \L

G P

.d w g

R O

A N

S I D

C H

L2.02 L2.03A

MATCHLINE

L2.03AL2.03B

MATCHLINE

F W

O R K

F W

O R

F W

O R

F W

O R

A M

A N D

A P

W A

L2.03AL2.03B

MATCHLINE

F W

O R

F W

O R K

A M

A P

W A Y

BEADLE LANE

PLANTING LEGEND

LIMIT-OF-WORK

PROPOSED SHADE TREES

(VARIOUS SPECIES)

BERMUDA TURF GRASS

GULF COAST MUHLY

LEMON DRIFT ROSE

CORAL DRIFT ROSE

TRAILING LANTANA

PROPOSED ORNAMENTAL

TREES

(VARIOUS SPECIES)

NOTES:

1. REF. PLANT SCHEDULE FOR SPECIES,

L5.00.

2. REF. PLANTING DETAILS, L5.06.

3. TREE LAYOUT TO BE APPROVED BY

LANDSCAPE ARCHITECT IN FIELD.

4. INSTALL (2) 1'-4" SOLID SOD STRIPS

ALONG BACK OF ALL CURBS.

5. INSTALL 1'-4" SOLID SOD STRIPS ALONG

BACK OF ALL TRAILS, WALKS, AND

HARDSCAPE SURFACES.

6. IF GAP REMAINING TWO SOD STRIPS IS

LESS THAN 48", IT SHALL BE FILLED

WITH SOLID SOD.

7. CONTRACTOR SHALL VERIFY ALL PLANT

QUANTITIES.

8. CONTRACTOR SHALL FLAG ALL TREE

LOCATIONS FOR LANDSCAPE ARCHITECT

APPROVAL PRIOR TO INSTALLATION.

9. PROVIDE 3" PINE STRAW MULCH WITHIN

ENTIRE REFORESTATION ZONES.

ORNAMENTAL GRASS MIX

DALLAS RED LANTANA

BAT FACED CUPHEA

MATCHLINE

PLANTING LEGEND

LIMIT-OF-WORK

PROPOSED SHADE TREES

(VARIOUS SPECIES)

BERMUDA TURF GRASS

GULF COAST MUHLY

LEMON DRIFT ROSE

CORAL DRIFT ROSE

TRAILING LANTANA

PROPOSED ORNAMENTAL

TREES

(VARIOUS SPECIES)

NOTES:

1. REF. PLANT SCHEDULE FOR SPECIES,

L5.00.

2. REF. PLANTING DETAILS, L5.06.

3. TREE LAYOUT TO BE APPROVED BY

LANDSCAPE ARCHITECT IN FIELD.

4. INSTALL (2) 1'-4" SOLID SOD STRIPS

ALONG BACK OF ALL CURBS.

5. INSTALL 1'-4" SOLID SOD STRIPS ALONG

BACK OF ALL TRAILS, WALKS, AND

HARDSCAPE SURFACES.

6. IF GAP REMAINING TWO SOD STRIPS IS

LESS THAN 48", IT SHALL BE FILLED

WITH SOLID SOD.

7. CONTRACTOR SHALL VERIFY ALL PLANT

QUANTITIES.

8. CONTRACTOR SHALL FLAG ALL TREE

LOCATIONS FOR LANDSCAPE ARCHITECT

APPROVAL PRIOR TO INSTALLATION.

9. PROVIDE 3" PINE STRAW MULCH WITHIN

ENTIRE REFORESTATION ZONES.

ORNAMENTAL GRASS MIX

DALLAS RED LANTANA

BAT FACED CUPHEA

MATCHLINE

Landscape Architect

Consultant

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

PLANTING PLAN

L2.03

M T \T

M T T A

M A

A m an de ra P kw y

\4 D ra w in gs

G ra ph ic s\ A ut oC

A D

\S he et s\

A M

A N

A P

A R K

W A

Y P

H A

S E

A N

D S C

N T

G \L

G P

.d w g

R O

A N

S I D

C H

Client

Date

Phase

Job Number

Scale North

Drawing Title

Drawing Number

Revisions

The Jones on Main 712 Main Street, 6th Floor Houston, Texas 77002 United States www.swagroup.com +1.713.868.1676 o

TAYLOR MORRISON OF TEXAS, INC.

3250 BRIARPARK DRIVE

SUITE 300

HOUSTON, TEXAS 77042

07/31/2026

ISSUE FOR BID

TMTT504

AMANDERA

AMANDERA PARKWAY PHASE 2

LANDSCAPE

RICHMOND, TEXAS

Stamp

07.20.2026

M2M IRRIGATION DESIGN

1718 MANDERLEY DRIVE

KATY, TEXAS 77493

(832) 483-2940

PLANTING DETAILS

L2.04

M T \T

M T T A

M A

A m an de ra P kw y

\4 D ra w in gs

G ra ph ic s\ A ut oC

A D

\S he et s\

A M

A N

A P

A R K

W A

Y P

H A

S E

A N

D S C

N T

G \L

G D

S .d w g

R K

A N

S I D

C H

AS INDICATED

Sheets and Views

L0.00 COVER

L0.01 GENERAL CONSTRUCTION NOTES

L0.02 KEY MAP & SHEET INDEX

L2.00 PLANT SCHEDULE

L2.01 PLANTING PLAN

L2.02 PLANTING PLAN

L2.03 PLANTING PLAN

L2.04 PLANTING DETAILS

File details come from the government source that posted it. Updated Aug 6, 2026.