CONSTRUCTION DRAWINGS FOR: THE GUTHRIE TRACT 2 - … · TRACT 2 - PROGRESS SET CONSTRUCTION DRAWINGS FOR: VICINITY MAP A PROJECT BY LOCATION MAP INDEX OF SHEETS BH EG, BH KR, ED COVER

CONTACT: John Burnham1601 S Mopac ExpresswaySuite 160Austin, Texas 78746O: 512/904-2200

CONTACT: Elliott Doerle1705 Guadalupe Street, Suite 500Austin, Texas 78701O: 512/327-1011F:512/327-0488

LANDSCAPE ARCHITECT:TBG Partners

OWNER:ARGYLE RESIDENTIAL

CONTACT: Ronald Harris8100 Washington Ave.Suite 110Houston, TX 77007O: 713/552-1777

CIVIL ENGINEER:BIG RED DOG

ARCHITECT:STEINBERG DESIGNCOLLABORATE

IRRIGATION DESIGNER:JAMES POLE IRRIGATIONCONSULTANTS

100 N. LOCUST STREET, SUITE 3DENTON, TEXAS 76201O: 940-243-2364F: 940-382-2475

CONTACT: Cliff Kendall2021 EAST 5TH STREET, SUITE 10AUSTIN, TX 78702O: 512-669-5560

ReferenceJANUARY 04, 2017 PROGRESS SET Cover Sheet LC 1.00

JANUARY 04, 2017 PROGRESS SET General Notes and Materials Schedule LC 1.01

GradingJANUARY 04, 2017 PROGRESS SET Grading Plan LG 1.01

SiteworkJANUARY 04, 2017 PROGRESS SET Sitework Plan LS 1.01

JANUARY 04, 2017 PROGRESS SET Sitework Details LS 2.01

PlantingJANUARY 04, 2017 PROGRESS SET Overall Planting Plan LP 1.01

JANUARY 04, 2017 PROGRESS SET Planting Details LP 2.01

JANUARY 04, 2017 PROGRESS SET Plant List And Notes LP 2.02

IrrigationJANUARY 04, 2017 PROGRESS SET Irrigation Plan and Notes LI 1.01

JANUARY 04, 2017 PROGRESS SET Irrigation Notes LI 2.01

JANUARY 04, 2017 PROGRESS SET Irrigation Details LI 2.02

Sitework/Planting/IrrigationAUSTIN, TEXAS

THE GUTHRIETRACT 2 - PROGRESS SET

CONSTRUCTION DRAWINGS FOR:

A PROJECT BYVICINITY MAP

LOCATION MAP

INDEX OF SHEETS

COVER SHEET

LC 1.00

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488

Landscape Architects Planners

1705 Guadalupe Street, Suite 500

Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED

Not for regulatory approval,permitting or construction.

FOR REVIEW ONLY.

Progress Set

01/04/2017

MEP:NMW PARTNERS, LLC

CONTACT: Tommy Mcwha14521 FM 529 RD, SUITE 150AHOUSTON, TEXAS 77095O: 281-970-3636F:281-861-7597

GENERAL NOTESAND MATERIALSSCHEDULE

LC 1.01

ABBREVIATIONSBLDG. BUILDING

B.O.C. BACK OF CURB

B.S. BOTTOM OF STAIR

B.W. BOTTOM OF WALL

CJ CONTROL JOINT

CL CENTERLINE

CRZ CRITCAL ROOT ZONE

EJ EXPANSION JOINT

FFE FINISHED FLOOR ELEVATION

HP HIGH POINT

L.A. LANDSCAPE ARCHITECT

L.O.C. LIMIT OF CONSTRUCTION

LP LOW POINT

MIN. MINIMUM

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

O.C. ON CENTER

O.C.E.W. ON CENTER EACH WAY

PA PLANTING AREA

PC POOL COPING

P.O.B. POINT OF BEGINNING

REF. REFERENCE

R.O.W. RIGHT OF WAY

SIM SIMILAR

TD TOP OF DRAIN

T.O.C. TOP OF CURB

T.P. TOP OF PLANTER

T.S. TOP OF STAIR

T.W. TOP OF WALL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

GENERAL LEGENDSYMBOL DESCRIPTION

GENERAL

ENLARGEMENT AREAREFERENCE

SHEET MATCHLINE

LIMIT OF CONSTRUCTION

PROPERTY LINE

SITEWORK

DETAIL REFERENCE

MATERIAL OR FINISHREFERENCE SYMBOL

SECTION CUT REFERENCE

ELEVATION REFERENCE

PLANTING

TREE LABEL

PLANTING LABEL(SHRUB, ORNAMENTALGRASS, PERENNIAL, VINEOR GROUNDCOVER)

GRADING

EXISTING TOPOGRAPHY

SPOT ELEVATION

PROPOSED TOPOGRAPHY

WATER FLOW / SWALE

DRAINAGE PIPE

GRADE BREAK LINE

PERCENT AND DIRECTIONOF SLOPE

DIMENSIONING

ALIGN ELEMENTS

CENTERLINE

912

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

20'10'5'0'

GRADING PLANPLAN1

GRADING PLAN

LG 1.01

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

AF

AF

JP

IRRIGATIONPLAN

LI 1.0120'10'5'0'

IRRIGATION PLANPLAN1

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017


FOR REVIEW ONLY.

Progress Set

01/04/2017

AF

AF

JP

IRRIGATION NOTES

LI 1.02

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017


FOR REVIEW ONLY.

Progress Set

01/04/2017

AF

AF

JP

IRRIGATION DETAILS

LI 1.03

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017


FOR REVIEW ONLY.

Progress Set

01/04/2017

PLANTING PLAN

LP 1.0120'10'5'0'

PLANTING PLANPLAN1

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

CITY OF AUSTINDEPARTMENT OF PUBLIC WORKS

ADOPTED

THE ARCHITECT/ENGINEER ASSUMESRESPONSIBILITY FOR APPROPRIATE USEOF THIS STANDARD.

STANDARD NO.

432S-7F5 of 5

TREE WELL WITHOUT GRATE

PLACEMENT OPTIONS OF DRAIN LINES(SOILS WITH P.I. < 25)

FACE OF CURB

BUILDING

BUILDING

3 m (10')DRAIN LINE

3 m (10')DRAIN LINE

TREEPLANTER

TREEPLANTER


ADOPTED


STANDARD NO.

432S-7F2 of 5


DR

AIN

LIN

E

PC C

ON

CR

ETE

BEAM

ISO

LATI

ON

JO

INT

600

mm

(24"

)D

EEP

RO

OT

BAR

RIE

R(T

YP.)

PLAN

VIE

W

ISO

LATI

ON

JO

INTGU

TTER

FAC

E O

F C

UR

B90

0 m

m (3

')M

IN. (

TYP.

)30

0 m

m(1

2")

300

mm

(12"

) MIN

.BA

SE L

AYER

EXTE

NSI

ON

BEH

IND

BAC

KO

F C

UR

B

RO

OT

BAR

RIE

R45

0 m

m (1

8") D

EEP

(TYP

. ALL

SID

ES)

GEO

TEXT

ILE/

BEN

TON

ITE

CLA

Y W

ATER

PR

OO

FIN

GM

EMBR

ANE

GEO

TEXT

ILE/

BEN

TON

ITE

FOLD

(TYP

) SEE

NO

TE 8

ON

SH

EET

3 O

F 5

1.1 m(45") OR LESS1.3 m(51")1.5 m(57")1.6 m(63")1.7 m (69")OR GREATER

1.8 m(6')

1.7 m(5'-6")

1.5 m(5')

1.4 m(4'-6")

1.2 m(4')

MINIMUM OFFSETDISTANCE

EXCAVATIONDEPTH


ADOPTED


STANDARD NO.

432S-7F3 of 5


1. THE MINIMUM OFFSET DISTANCE SHALL BE INCREASED UNIFORMLY WHEN THE DEPTH OF EXCAVATION EXCEEDS 1.14 m (45") AS FOLLOWS:

NOTES:

2. IRRIGATION SHALL COMPLY WITH REQUIREMENTS IN THE LAND DEVELOPMENT CODE SECTION25-2-1008 AND ENVIRONMENTAL CRITERIA MANUAL SECTIONS 2,4,6 AND 2.7.2.G.

3. LIGHTING AND ASSOCIATED ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THEDRAWINGS.

4. TREE WELL EXCAVATIONS SHALL BE INSTALLED NO CLOSER THAN 3 m (10') TO CONTIGUOUSPROPERTY CORNERS.

5. SHOULD MAINTENANCE OF WATER, WASTEWATER SERVICES OR FIRE LINES BE NECESSARY,LICENSE HOLDERS ARE RESPONSIBLE FOR MAINTENANCE OR REPLACEMENT OF GEOTEXTILE ORBENTONITE CLAY MEMBRANE.

6. TREE SPACING MUST BE SHOWN ON THE DRAWINGS.

7. ALTERNATE PLACEMENT OF GEOTEXTILE/BENTONITE FOR TREE SPACING LESS THAN 4.5m (15').

8. FOR DRAINAGE, SEE STANDARDS 432S-7A (PI >25) AND 432S-7B (PI <25) FOR DRAINAGE TYPEAPPROPRIATE TO SOIL CONDITIONS.

9. THE CLEARANCE FROM TREE WITHOUT GRATE TO ANY EXISTING OR PROPOSED PUBLIC ORPRIVATE UTILITY LINE OR APPURTENANCE MUST MAINTAIN A MINIMUM HORIZONTAL CLEARANCE OF900mm (36"). TREE WELL WITHOUT GRATE SHALL NOT BE MOUNTED ON TOP OF VAULTS OR STORMDRAIN INLETS.


ADOPTED


STANDARD NO.

432S-7F4 of 5


CURB AND GUTTERWIDTH VARIES

5.4 m(18') O.C.

5.4 m(18') O.C.

450 mm(18") MIN.

BUILDING

1.8 m(6') MIN.

PEDESTRIAN ZONE

300 mm(1') MI N.TO PARKING METER

LENGTH1.07 TO 1.83 m

(3.5 TO 6')

NOTES:1. PLANTER LOCATIONS SHALL LEAVE A MINIMUM OF 1.8 m (6') WIDE CLEARPEDESTRIAN ZONE IN THE SIDEWALK. A MINIMUM OF 450 mm (18")CLEARANCE FROM FACE OF CURB TO OUTER EDGE OF PLANTER CONTAINERSHALL BE PROVIDED (OR GREATER CLEARANCE IF REQUIRED BY THETRANSPORTATION CRITERIA MANUAL). PLANTERS SHALL BE PLACED AT ENDSOF PARKING SPACES AS NOT TO BLOCK THE SWING OF A CAR DOOR OPENING.PLANTERS SHALL BE LOCATED AT LEAST 300 mm (1') FROM THE NEARESTPARKING METER.2. MATERIAL OF PLANTERS AS INDICATED ON DRAWINGS.3. DRAINAGE SHALL BE DESIGNED/CONSTRUCTED TO PROVIDE INDEPENDENTDRAINAGE OF THE SPECIFIC TREE PLANTER BY GRAVITY WITH

A) SOILS WITH P.I. > 25: PVC SCH 40 DRAIN PIPE CONNECTION TO THESTORMWATER DRAINAGE SYSTEM IN ACCORDANCE WITH THE DRAWING.

B) SOILS WITH P.I. < 25: DRAINAGE CONFIGURATION IN ACCORDANCEWITH SHEET 3 OF 3. PERFORATED SCH 40 PVC DRAIN PIPE @ MINIMUM -2%GRADE.

TYPICAL PLACEMENT


ADOPTED


STANDARD NO.

432S-7F1 of 5


DRAINAGE TYPESEE NOTE 8, SHEET4 OF 5

PRO

PER

TY L

INE

IRRIGATION,IF REQ'D.

ON DRAWINGS(SEE NOTE 2

ON SHT 3 OF 5)

ROOTBALL AND VEGETATIONMATCHES THE LEVEL OF THESURROUNDING SIDEWALK

1.2 m (45") DEPTH OFEXCAVATION. SEE NOTE 1ON SHEET 3 OF 5

150 mm(6")

CONCRETE (STD. 432S-1)OR PAVER SIDEWALK

(STD. 480S-5

NOTES:1. TREE PLANTINGS ARE NOT ALLOWED IN SIDEWALKSLESS THAN 3.6 m (12') IN WIDTH AS PERTRANSPORTATION CRITERIA MANUAL SECTIONS 6.2.3 A.1AND 6.2.3.A.2.

2. TREE WELLS SHALL NOT CONFLICT WITH EXISTING ORPROPOSED WATER OR WASTEWATER LINES AND SHALLNOT BE INSTALLED WITHIN A MINIMUM HORIZONTALDISTANCE OF 900mm (36") FROM THE OUTSIDE OF ANYPUBLIC OR PRIVATE UTILITY LINE OR APPURTENANCE.

PLANTING DETAILS

LP 2.01

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

SCALE: 1/2"=1'-0"

TREE PLANTING - STANDARD TRUNKSECTION1SCALE: 1/2"=1'-0"

TREE PLANTING - MULTI TRUNKSECTION2

SCALE: 1/2"=1'-0"

PLANT SPACING DIAGRAMPLAN3SCALE: 1/2"=1'-0"

CURVED BED LAYOUTPLAN4SCALE: 1/2"=1'-0"

SHRUB BED PLANTINGSECTION5

NOT TO SCALE

C.O.A. DETAIL 4325-7FTREE WELL WITHOUT GRATE6

PLANT LISTAND NOTES

LP 2.02

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

SPECIAL CONSTRUCTION TECHNIQUES (ECM SECTION 3.5.4.D):

1. PRIOR TO EXCAVATION WITHIN TREE DRIPLINES OR THE REMOVAL OF TREES ADJACENT TO OTHER TREES THAT ARE TO REMAIN,MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TOMINIMIZE ROOT DAMAGE.

2. IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DURING CONSTRUCTION WITH FENCING AND WHERE HEAVYVEHICULAR TRAFFIC IS ANTICIPATED, COVER THOSE AREAS WITH A MINIMUM OF 12 INCHES OF ORGANIC MULCH TO MINIMIZESOIL COMPACTION. IN AREAS WITH HIGH SOIL PLASTICITY GEOTEXTILE FABRIC, PER STANDARD SPECIFICATION 620S, SHOULD BEPLACED UNDER THE MULCH TO PREVENT EXCESSIVE MIXING OF THE SOIL AND MULCH. ADDITIONALLY, MATERIAL SUCH ASPLYWOOD AND METAL SHEETS, COULD BE REQUIRED BY THE CITY ARBORIST TO MINIMIZE ROOT IMPACTS FROM HEAVYEQUIPMENT. ONCE THE PROJECT IS COMPLETED, ALL MATERIALS SHOULD BE REMOVED, AND THE MULCH SHOULD BE REDUCEDTO A DEPTH OF 3 INCHES.

3. PERFORM ALL GRADING WITHIN CRITICAL ROOT ZONE AREAS BY HAND OR WITH SMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE.4. WATER ALL TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES DEEPLY ONCE A WEEK DURING PERIODS OF HOT,

DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES.5. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE

CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL.

CITY OF AUSTIN LANDSCAPE/IRRIGATION NOTES - APPENDIX 0

AUTOMATIC IRRIGATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. THESE REQUIREMENTSSHALL BE NOTED ON THE SITE DEVELOPMENT PERMIT AND SHALL BE IMPLEMENTED AS PART OF THE LANDSCAPEINSPECTION:

1. A NEW COMMERCIAL AND MULTI-FAMILY IRRIGATION SYSTEM MUST BE DESIGNED AND INSTALLED SO THAT:

(A) THERE IS NOT DIRECT OVERSPRAY ONTO NON-IRRIGATED AREAS;

(B) THE SYSTEM DOES NOT INCLUDE SPRAY IRRIGATION ON AREAS LESS THAN SIX (6) FEET WIDE (SUCH ASMEDIANS, BUFFER STRIPS, AND PARKING LOT ISLANDS)

(C) ABOVE-GROUND IRRIGATION EMISSION DEVICES ARE SET BACK AT LEAST SIX (6) INCHES FROMIMPERVIOUS SURFACES;

(D) THE IRRIGATION SYSTEM HAS A MASTER VALVE;

(E) CIRCUIT REMOTE CONTROL VALVES HAVE ADJUSTABLE FLOW CONTROLS;

(F) SERVICEABLE IN-HEAD CHECK VALVES ARE ADJACENT TO PAVED AREAS WHERE ELEVATIONDIFFERENCES MAY CAUSE LOW HEAD DRAINAGE;

(G) THE IRRIGATION SYSTEM HAS A CITY- APPROVED WEATHER BASED CONTROLLER;

(H) AN AUTOMATIC RAIN SHUT-OFF DEVICE SHUTS OFF THE IRRIGATION SYSTEM AUTOMATICALLY AFTERNOT MORE THAN A ONE-HALF INCH (1/2") RAINFALL;

(I) ZONE VALVES AND CIRCUITS ARE SEPARATED BASED ON PLANT WATER REQUIREMENTS;

(J) AN IRRIGATION EMISSION DEVICE (SUCH AS SPRAY, ROTOR, OR DRIP EMITTER) DOES NOT EXCEED THEMANUFACTURER'S RECOMMENDED OPERATING PRESSURE; AND

(K) NO COMPONENT OF THE IRRIGATION SYSTEM DEVIATES FROM THE MANUFACTURER'S RECOMMENDEDUSE OF THE PRODUCT.

2. THE MAXIMUM SPACING BETWEEN SPRAY OR ROTARY SPRINKLER HEADS MUST NOT EXCEED THE RADIUS OFTHROW OF THE HEAD UNLESS MANUFACTURER OF THE SPRINKLER HEAD SPECIFICALLY RECOMMENDS AGREATER SPACING. THE RADIUS OF THROW IS DETERMINED BY REFERENCE TO THE MANUFACTURER'SSPECIFICATIONS FOR A SPECIFIC NOZZLE AT A SPECIFIC OPERATING PRESSURE.

3. THE IRRIGATION INSTALLER SHALL DEVELOP AND PROVIDE AN AS-BUILT DESIGN PLAN AND WATER BUDGET TOTHE CITY AT THE TIME THE FINAL PLUMBING INSPECTION IS PERFORMED. THE WATER BUDGET SHALL INCLUDE:

(A) A CHART CONTAINING ZONE NUMBERS, PRECIPITATION RATE, AND GALLONS PER MINUTE; AND

(B) THE LOCATION OF THE EMERGENCY IRRIGATION SYSTEM SHUT-OFF VALVE. A LAMINATED COPY OF THEWATER BUDGET SHALL BE PERMANENTLY INSTALLED INSIDE THE IRRIGATION CONTROLLER DOOR.

4. THE IRRIGATION INSTALLER SHALL PROVIDE A REPORT TO THE CITY ON A FORM PROVIDED BY THE AUSTINWATER UTILITY DEPARTMENT CERTIFYING COMPLIANCE WITH SUBSECTION 1 WHEN THE FINAL PLUMBINGINSPECTION IS PERFORMED BY THE CITY.

CITY OF AUSTIN LANDSCAPE NOTES:

1. ALL PROPOSED LANDSCAPE AREAS WITHIN PROPERTY LINE TO RECEIVE 100% HEAD TO HEAD IRRIGATIONCOVERAGE.

2. ALL LANDSCAPE AREAS ADJACENT TO VEHICULAR USE SHALL BE PROTECTED BY MIN. 6" Ht. WHEEL CURBS,WHEELSTOPS OR OTHER APPROVED BARRIERS PER ECM 2.4.7.

3. THE OWNER SHALL CONTINUOUSLY MAINTAIN THE REQUIRED LANDSCAPING IN ACCORDANCE WITH THE LDCSECTION 25-2-984

4. AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM WILL BE USED TO IRRIGATE ALL NEW LANDSCAPEMATERIAL WITH TURF ZONES SEPARATED FROM PLANTING ZONES. AUTOMATIC IRRIGATION SYSTEMS SHALLCOMPLY WITH THE WATER CONSERVATION IRRIGATION SYSTEM REQUIREMENTS, AS REQUIRED IN THEENVIRONMENTAL CRITERIA MANUAL. *

5. THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FUNCTIONAL AT THE TIME OF THE LANDSCAPE INSPECTION.

6. REFERENCE TREE STAKING DETAIL FOR ALL NEW TREES.

7. A MINIMUM OF 6" OF PERMEABLE SOIL IS REQUIRED FOR TURF AND LANDSCAPE AREAS.

8. IRRIGATION LINES SHOULD BE TRENCHED SO THAT THERE IS NO DISTURBANCE TO THE CRITICAL ROOT ZONEOF EXIST. TREES.

9. PROOF OF PAYMENT OF THE LANDSCAPE INSPECTION FEE IN THE AMOUNT REQUIRED BY C.O.A. WILL BEREQUIRED PRIOR TO FINAL APPROVAL OF THIS SITE PLAN BY ECSD.

CITY OF AUSTIN 601S SALVAGING AND PLACING TOPSOIL NOTES

A. TOPSOIL

1. THE TOPSOIL SHALL BE COMPOSED OF 4 PARTS OF SOIL MIXED WITH 1 PART COMPOST, BY VOLUME. THE COMPOST SHALLMEET TXDOT SPECIFICATION ITEM 161. THE SOIL SHALL BE LOCALLY AVAILABLE NATIVE SOIL THAT MEETS THE FOLLOWINGSPECIFICATIONS:

SHALL BE FREE OF TRASH, WEEDS, DELETERIOUS MATERIALS, ROCKS AND DEBRIS.

100% SHALL PASS THROUGH A 1.5-INCH (38-MM) SCREEN.

SOIL TO BE A LOAMY MATERIAL THAT MEETS THE REQUIREMENTS OF THE TABLE BELOW IN A ACCORDANCE WITH THE USDATEXTURAL TRIANGLE. SOIL KNOWN LOCALLY AS "RED DEATH" IS NOT AN ALLOWABLE SOIL. TEXTURAL COMPOSITION SHALLMEET THE FOLLOWING CRITERIA:

TEXTURAL CLASS MINIMUM MAXIMUM

CLAY 5% 50%

SILT 10% 50%

SAND 15% 67%

AN OWNER/ENGINEER MAY PROPOSE USE OF ONSITE SALVAGED TOPSOIL WHICH DOES NOT MEET THE SOIL TEXTURE CLASSREQUIRED ABOVE BY PROVIDING A SOIL ANALYSIS AND A WRITTEN STATEMENT FROM A QUALIFIED PROFESSIONAL IN SOILS,LANDSCAPE ARCHITECTURE, OR AGRONOMY INDICATING THE ONSITE TOPSOIL WILL PROVIDE AN EQUIVALENT GROWTH MEDIAAND SPECIFYING WHAT, IF ANY, SOIL AMENDMENTS ARE REQUIRED.

SOIL AMENDMENTS SHALL BE WORKED INTO THE EXISTING ONSITE TOPSOIL WITH A DISC OR TILLER TO CREATE AWELL-BLENDED MATERIAL.

2. ALL DISTURBED AREAS TO BE REVEGETATED ARE REQUIRED TO PROVIDE A MINIMUM OF SIX (6) INCHES OF TOPSOIL. THETOPSOIL SHALL BE ABLE TO SUPPORT THE GROWTH OF PLANTING (STANDARD SPECIFICATION ITEM NO. 608S), SEEDING(STANDARD SPECIFICATION ITEM NO. 604S), SODDING (STANDARD SPECIFICATION ITEM NO. 602S) AND NATIVE GRASSLANDSEEDING AND PLANTING (STANDARD SPECIFICATION ITEM NO. 609S).

B. WATER

WATER SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE CLEAN AND FREE FROM INDUSTRIAL WASTES AND OTHEROBJECTIONABLE MATTER.

REFERENCE MATERIAL SCHEDULE OF SHEET LC 1.01FOR ROOT BARRIER AND STEEL EDGING.

SITEWORK PLAN

LS 1.0120'10'5'0'

SITEWORK PLANPLAN1

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

SITEWORK DETAILS

LS 2.01

Designed:

Drawn:

Reviewed:

Date Issued:

Revisions:

Sheet Title:

Sheet Number:

Project Number:

Austin, Texas 78701(512) 327-1011 Fax: (512) 327-0488



Project:

THE GUTHRIETRACT 2

AUSTIN, TEXAS

A16175

January 04, 2017

BH

EG, BH

KR, ED


FOR REVIEW ONLY.

Progress Set

01/04/2017

SCALE: 3/4"=1'-0"

CONCRETE WALK1

SCALE: 1"=1'-0"

CONCRETE WALK2

SCALE: 3"=1'-0"

EXPANSION JOINT3

SCALE: 3"=1'-0"

CONTROL JOINT4

SCALE: 3"=1'-0"

WOOD FENCE5

Documents

CONSTRUCTION DRAWINGS FOR: THE GUTHRIE TRACT 2 - … · TRACT 2 - PROGRESS SET CONSTRUCTION DRAWINGS FOR: VICINITY MAP A PROJECT BY LOCATION MAP INDEX OF SHEETS BH EG, BH KR, ED COVER