IFB_6100_CLMC1161_PLANS_v1.pdf

PDF 37 MB Posted Aug 17, 2026

Attached to: Rental of Portable Medical Refrigerators
Solicitation number: IFB 9000 ACA1011REBID
Issued by: Texas

About this file

Written by GovTribe AI · Aug 18, 2026

This is a set of construction plans for the Pino Lane Wastewater Improvements project (CIP#6943.071), a capital improvement project by the City of Austin, Texas, involving Austin Water Utility. The project encompasses wastewater infrastructure improvements along Pino Lane and adjacent streets (Dove Springs Drive, Dovehill Drive, Dovewood Drive, Dovemeadow Drive, Dove Drive, and Natural Channel) in Austin, Travis County. The scope includes installation of approximately 1,263 linear feet of 8-inch wastewater mains and 245 linear feet of 15-inch wastewater mains, along with 11 wastewater service connections totaling 136 linear feet of 18-inch pipe. The work involves removing and replacing existing deteriorated wastewater infrastructure, abandoning obsolete lines, and performing necessary pavement repairs. The project location spans from 5903 to 6205 Pino Lane, Austin, Texas 78744, in the Williamson Creek Watershed (suburban classification). The plans were prepared by MWM DesignGroup with professional engineer Anthony D. Buonodono (License #103439) and submitted to Austin Water for 90% review status as of May 27, 2026, with an approval date of July 1, 2026.

The plans include detailed erosion and sedimentation control measures, traffic control requirements, tree protection specifications, and pavement repair details across 45 sheets. Construction activities must comply with City of Austin environmental criteria, Chapter 25 of the City Code, and standard specifications. The project is not located within the 100-year floodplain, Edwards Aquifer recharge zones, or on parkland. Contractor responsibilities include utility location verification through One Call 811 notification 48 hours prior to work, installation of temporary erosion controls before site preparation, pre-construction conference coordination, and daily inspection and maintenance of erosion controls. Water pressure zones for the project are identified at two locations with minimum, typical, and maximum pressure readings. All materials must be listed on the Austin Water Standard Products List, and testing and sterilization of waterlines shall follow City Standard Specification Items 510.3(27)-(29).

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File	Type	Posted
IFB_9000_ACA1011REBID_PAC1_v1.pdf	PDF	Aug 17, 2026
IFB_7800_MLJ1045_BID_DOC_v1.pdf	PDF	Aug 17, 2026
IFB_9000_ACA1011REBID_0600_v1.xlsx	XLSX spreadsheet	Aug 17, 2026

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17.5' DRAINAGE & P.U.E.

PUBLIC GREENBELT & DRAINAGE EASEMENT

' P

.U .E

70' D.E.

' D

P .U .E

' E

.E.

' E .E.

7.5'/10'/15' P.U.E.

T.E

P.U.E.

D.E.

10' SANITARY SEW

ER EASEMENT

'/1

5' P .U .E

5'/10'/15' P.U.E.

10'

DRAI

NAG

E EA

SEME

' D

P .U .E

ACCESS & P.U.E.

7.5 ' P

.U .E.

5'/7.

5'/10

' P.U .E.

' E

.E.

P.U.E.

' S

ITA

5' P .U .E

' D .E.

10'/15' P.U.E.

' E

.E.

7.5 '/1 0' P.U

.E.

5' P .U .E

5' /1 0' P

.U .E

'/1

5' P .U .E

DRAINAGE AND PUBLIC UTILITY EASEMENT

' E

.E.

10' S.E.

7.5' P.U.E.

5' /7 .5 ' P

.U .E

15' P.U.E.

' P

.U.

5' P .U .E

' S

ITA

5' /1 0' /1 5' P .U .E

' E

RIC

7.5'/10' P.U.E.

15' P.U.E.

7.5' P.U.E.

7.5'/10'/15' P.U.E.

5'/10'/15' P.U.E.

7.5'/10' P.U.E.

3' P .U .E

7.5' P.U.E.

'/1 5'

P.U .E.

7.5 ' P

.U .E.

5' /1 0' P .U .E

3' /5 ' P

.U .E

' E

.E.

7.5'/10'/15' P.U.E.

' E .E.

7.5'/10' P.U.E.

10' E.E.

7.5'/10' P.U.E.

5' /1 0' P .U .E

5'/10' P.U.E.

10' W.W.E & P.U.E.

7.5' P.U.E.

' S

ITA

3' /5 ' P

.U .E.

TURNSTONE DR

L N

DOVE DR

DOVEWOOD DR

DOVEHILL DR

DOVE SPRINGS DR

DOVEMEADOW

WILLIAMSON CREEK

L N

NATURAL CHANNEL

NOTES:

GENERAL PERMIT PROGRAM APPROVAL DOES NOT CONSTITUTE UTILITY ALIGNMENT/ASSIGNMENT APPROVAL.

RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY, AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS.

PINO LANE

WW IMPROVEMENTS

SUBPROJECT ID: CIP#6943.071

WASTEWATER ID NO. S-2026-0005

CITY OF AUSTIN, TEXAS

LOCATION MAP

N.T.S.MAPSCO: MAP 674D

COA GRID: H15

GENERAL PERMIT PROGRAM CORRECTIONS RECORD

FOR USE BY GENERAL PERMIT OFFICE ONLY

NO DESCRIPTION BY

CORRECT (C)

ADD (D)

VOID (V)

SHEET NO.'s

TOTAL #

SHEETS IN

CORRECTION

PLAN SET

GENERAL

PERMIT

PROGRAM

APPROVAL

APPROVAL DATE

1. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT 24 HOURS PRIOR TO STARTING CONSTRUCTION OR CLEARING

OPERATIONS.

2. CONTRACTOR SHALL CALL "ONE CALL" AT 811 FOR UTILITY LOCATIONS AT LEAST 48 HOURS PRIOR TO ANY WORK IN CITY EASEMENTS

OR STREET RIGHT OF WAYS.

3. THIS PROJECT IS LOCATED WITHIN THE WILLIAMSON CREEK WATERSHED (CLASSIFIED AS SUBURBAN) AND SHALL BE DEVELOPED, CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH CHAPTER 25 OF THE CODE OF THE CITY OF AUSTIN.

4. NO PORTION OF THIS SITE IS LOCATED WITHIN PARKLAND OR LAND USED FOR PARK PURPOSES. (IF SUCH LAND IS INCLUDED, DOCUMENTATION OF PARKS AND RECREATION DEPT APPROVAL IS REQUIRED AT THE TIME OF SUBMITTAL FOR GENERAL PERMIT

PROGRAM APPROVAL.)

5. NO PORTION OF THIS SITE IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN, PER CITY OF AUSTIN AND FEDERAL EMERGENCY

MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP(S) NO 48453CO585H, DATED 9/26/2008.

6. THIS PROJECT IS NOT WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS DEFINED BY THE CITY OF AUSTIN. THIS PROJECT IS NOT WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ).

7. THERE ARE NO CRITICAL ENVIRONMENTAL FEATURES WITHIN 150' OF ANY PORTION OF THIS PROJECT. A FIELD INVESTIGATION HAS NOT BEEN PERFORMED AS A PART OF THIS PROJECT. (A FIELD INVESTIGATION HAS NOT BEEN PERFORMED AS A PART OF THIS

PROJECT AND IS NOT REQUIRED.)

8. THE STANDARD SHEETS INCLUDED IN THIS PLAN SET WERE PROVIDED BY THE GENERAL PERMIT PROGRAM OFFICE FOR USE ON GENERAL PERMIT PROJECTS ONLY. IF ANY MODIFICATIONS TO THE SHEETS WERE MADE, THEY ARE CLEARLY INDICATED ON THE

SHEET ITSELF AND IN THE COVER SHEET INDEX.

9. ADDITIONAL TRENCH E/S CONTROL: TRIANGULAR SEDIMENT FILTER DIKE WILL BE INSTALLED ACROSS FULL WIDTH OF TRAFFIC CLOSURE AND DOWNSTREAM OF CONSTRUCTION AREA, PERPENDICULAR TO CURB. FILTER DIKE TO FOLLOW ACTIVE CONSTRUCTION.

REMOVING AND RE-SETTING FILTER DIKE IS CONSIDERED SUBSIDIARY TO BARRICADES AND TRAFFIC HANDLING.

10. PROJECT SCHEDULE MUST BE APPROVED BY THE GENERAL PERMIT PROGRAM (GPP) COORDINATOR. INSTALLATION AND REMOVAL OF TEMPORARY AND PERMANENT EROSION/SEDIMENTATION CONTROLS MUST BE REFLECTED IN THE SCHEDULE, BY STATION NUMBER.

GPP INSPECTOR MUST BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF TRANSITION BETWEEN PHASES.

11. APPROPRIATE EASEMENTS/APPROVALS MUST BE SECURED AND DOCUMENTED FOR PROJECT AREAS LOCATED OUTSIDE OF RIGHT OF WAYS. NO WORK SHALL BE PERFORMED WITHIN THESE AREAS UNTIL ASSOCIATED RIGHT OF ENTRY HAS BEEN SECURED.

ADDITIONALLY, THIS PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL RECORDED EASEMENT DOCUMENT NUMBERS HAVE

BEEN OBTAINED AND SHOWN ON PLANS.

12. CONTRACTOR SHALL STAKE ALL PROPOSED SERVICE CONNECTIONS LOCATED WITHIN THE CRITICAL ROOT ZONE OF TREES 8" IN CALIPER AND LARGER AT LEAST 21 CALENDAR DAYS PRIOR TO CONSTRUCTION OF SUCH SERVICES. STAKING SHALL CONSIST OF A LATH WITH NAIL AND PAINT MARKINGS. IN CASES WHERE A STAKE CANNOT BE PLACED WITHOUT DAMAGING PROPERTY, CONTRACTOR MAY USE PAINT ONLY. ONCE STAKING IS COMPLETED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INFORM THE CITY OF AUSTIN'S CONSTRUCTION INSPECTOR WITHIN TWENTY-FOUR HOURS. THE CITY OF AUSTIN'S CONSTRUCTION INSPECTOR WILL THEN COORDINATE A FIELD REVIEW OF THE SERVICE LOCATIONS WITH THE GENERAL PERMIT PROGRAM COORDINATOR AND PROPERTY OWNERS. SERVICE LINE LOCATIONS MAY BE ADJUSTED BASED ON THE REVIEW AND WILL BE RESTAKED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. ALL SERVICE LINE STAKING SHALL BE MAINTAINED UNTIL THE SERVICE IS INSTALLED.

P R

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E H

PROJECT INFORMATION:

STREET ADDRESS:

5903 - 6205 PINO LN

AUSTIN, TX 78744

PROJECT MANAGEMENT:

CITY OF AUSTIN

PROFESSIONAL SERVICES DIVISION

CAPITAL CONTRACTING OFFICE

CITY OF AUSTIN

PO BOX 1088

AUSTIN, TEXAS 78767

CLIENT/SPONSOR:

CITY OF AUSTIN

AUSTIN WATER UTILITY

CONTACT:

JAVIER RAMIREZ

PHONE: (512) 924-0024

EMAIL: javier.ramirez@austintexas.gov

CONTACT:

DANIEL KANKEL

PHONE:(512) 974-7730

EMAIL: Daniel.Kankel@austintexas.gov

CONTACT:

TONY BUONODONO, P.E.

PHONE: 512.576.1080

EMAIL: tony.buonodono@mwmdg.com

G-001 1 OF 45

PROJECT LOCATION

WATER PRESSURE ZONE: CENTRAL SOUTH

LOCATION MIN. TYP. MAX.

PINO LN/DOVE SPRINGS DR 58.01 66.67 71.00

PINO LN/DOVE DR 54.55 63.20 67.53

AULCC NUMBER

UCC-231207-02-01

SUBMITTAL PREPARED BY:

5/27/26

O L

W W

THIS DOCUMENT IS RELEASED FOR

THE PURPOSE OF INTERIM REVIEW

UNDER

THE AUTHORITY OF

IT IS NOT TO BE USED FOR

CONSTRUCTION, BIDDING OR

PERMIT PURPOSES.

DRAFT

5/27/2026.

LIC. # 103439

ANTHONY D. BUONODONO, P.E.

90%

9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

TBAE FIRM REGISTRATION NO.: 1452

TBPE FIRM REGISTRATION NO.: F-1416

TBPLS FIRM REGISTRATION NO.: 10065600

AUSTIN WATER UTILITY DEPARTMENT

05/28/2026

AUSTIN WATER

PIPELINE ENGINEERING DEPARTMENT

DATE

07/01/2026

FO/OM

SURVEY BY

DRAWN BY

CHECKED BY

REVIEWED BY

NOTES NAME DATE

N D

N C

O F

, T

O L

W W

CIP#6943.071

G-002 2 45

MWM 08/08/2023

JCS 9/29/2023

AW 9/29/2023

ESD

M Y:

-0

A-

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\P R

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9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

TBAE FIRM REGISTRATION NO.: 1452

TBPE FIRM REGISTRATION NO.: F-1416

TBPLS FIRM REGISTRATION NO.: 10065600

SHEET INDEX

PAGE NUMBER SHEET NUMBER SHEET TITLE

1 G-001 COVER SHEET

2 G-002 SHEET INDEX

3 G-003 LEGEND SHEET

4 G-004 ABBREVIATIONS SHEET

5 G-005 CIP GEN NOTES SHEET

6 CE-001 EROSION AND SEDIMENTATION CONTROL NOTES 1 OF 2

7 CE-002 EROSION AND SEDIMENTATION CONTROL NOTES 2 OF 2

8 CE-003 CONTROL POINT TABLE AND TREE LIST

9 CE-101 PROPOSED EROSION AND SEDIMENTATION CONTROL PLAN

10 CW-101 WASTEWATER OVERVIEW PLAN

11 CD-101 PROPOSED WASTEWATER DEMOLITION PLAN

12 CW-201 PROPOSED WWL-A STA 1+00 - END - DOVE SPRINGS DRIVE

13 CW-202 PROPOSED WWL-B STA 1+00 - 4+50 - PINO LANE

14 CW-203 PROPOSED WWL-B STA 4+50 - 8+50 - PINO LANE

15 CW-204 PROPOSED WWL-B STA 8+50 - 11+15 - PINO LANE

16 CW-205 PROPOSED WWL-B STA 11+15 - END - PINO LANE

17 CW-206 PROPOSED WWL-C STA 1+00 - END - DOVEHILL DR

18 CW-207 PROPOSED WWL-D STA 1+00 - END - DOVEWOOD DR

19 CW-208 PROPOSED WWL-E STA 1+00 - END - DOVEMEADOW DR

20 CW-209 PROPOSED WWL-F STA 1+00 - END - DOVE DR

21 CW-210 PROPOSED WWL-G STA 1+00 - 8+00 - NATURAL CHANNEL

22 CW-211 PROPOSED WWL-G STA 8+00- END - NATURAL CHANNEL

23 CW-501 WASTEWATER DETAILS 1 OF 3

24 CW-502 WASTEWATER DETAILS 2 OF 3

25 CW-503 WASTEWATER DETAILS 3 OF 3

26 CP-101 PROPOSED PAVEMENT PLAN

27 CP-501 PAVEMENT REPAIR DETAILS 1 OF 3

28 CP-502 PAVEMENT REPAIR DETAILS 2 OF 3

29 CP-503 PAVEMENT REPAIR DETAILS 3 OF 3

30 CT-001 TRAFFIC CONTROL GENERAL NOTES

31 CT-002 TEMPORARY TRAFFIC CONTROL OVERALL LAYOUT

32 CT-101 TRAFFIC CONTROL PLAN 1 OF 10

33 CT-102 TRAFFIC CONTROL PLAN 2 OF 10

34 CT-103 TRAFFIC CONTROL PLAN 3 OF 10

35 CT-104 TRAFFIC CONTROL PLAN 4 OF 10

36 CT-105 TRAFFIC CONTROL PLAN 5 OF 10

37 CT-106 TRAFFIC CONTROL PLAN 6 OF 10

38 CT-107 TRAFFIC CONTROL PLAN 7 OF 10

39 CT-108 TRAFFIC CONTROL PLAN 8 OF 10

40 CT-109 TRAFFIC CONTROL PLAN 10 OF 10

41 CT-501 TCP DETAILS 1 OF 4

42 CT-502 TCP DETAILS 2 OF 4

43 CT-503 TCP DETAILS 3 OF 4

44 CT-504 TCP DETAILS 4 OF 4

45 CT-505 TCP SPECIAL DETAIL WWTR SERVICE

05/28/2026

AW-

July 01, 2026

Mary Ann C. Cramer

MULTICORELINK:PINO-G-GN-COVR-G001

MULTICORELINK:PINO-G-GN-LGND-G003

MULTICORELINK:PINO-G-GN-ABRV-G004

MULTICORELINK:PINO-G-GN-NOTE-G005

MULTICORELINK:PINO-C-EV-NOTE_GN-CE001

MULTICORELINK:PINO-C-EV-NOTE_GN-CE002

MULTICORELINK:PINO-C-EV-NOTE_GN-CE003

MULTICORELINK:PINO-C-CE-EROS - (1)-(1)

MULTICORELINK:PINO-G-WW-OVRV-G101

MULTICORELINK:PINO-G-WW-ABAN-G101

MULTICORELINK:PINO-C-WW-PLPR - (1)-(1)

MULTICORELINK:PINO-C-WW-PLPR - (1)-(2)

MULTICORELINK:PINO-C-WW-PLPR - (1)-(3)

MULTICORELINK:PINO-C-WW-PLPR - (1)-(4)

MULTICORELINK:PINO-C-WW-PLPR - (1)-(5)

MULTICORELINK:PINO-C-WW-PLPR - (4)-1

MULTICORELINK:PINO-C-WW-PLPR - (3)-(1)

MULTICORELINK:PINO-C-WW-PLPR - (3)-(2)

MULTICORELINK:PINO-C-WW-PLPR - (4)-2

MULTICORELINK:PINO-C-WW-PLPR - (2)-(1)

MULTICORELINK:PINO-C-WW-PLPR - (2)-(2)

MULTICORELINK:PINO-C-WW-DETL-1

MULTICORELINK:PINO-C-WW-DETL-2

MULTICORELINK:PINO-C-WW-DETL-3

MULTICORELINK:PINO-G-WW-PAVE-G101

MULTICORELINK:PINO-C-CP-DETL-1

MULTICORELINK:PINO-C-CP-DETL-2

MULTICORELINK:PINO-C-CP-DETL-3

MULTICORELINK:PINO-C-TC-NOTE-CT001

MULTICORELINK:PINO-C-TC-OVRV-CT101

MULTICORELINK:PINO-C-TC-PLAN-1-CT101

MULTICORELINK:PINO-C-TC-PLAN-2-CT102

MULTICORELINK:PINO-C-TC-PLAN-3-CT103

MULTICORELINK:PINO-C-TC-PLAN-4-CT104

MULTICORELINK:PINO-C-TC-PLAN-5-CT105

MULTICORELINK:PINO-C-TC-PLAN-6-CT106

MULTICORELINK:PINO-C-TC-PLAN-7-CT107

MULTICORELINK:PINO-C-TC-PLAN-8-CT108

MULTICORELINK:PINO-C-TC-DETL-CT502

MULTICORELINK:PINO-C-TC-DETL-CT503

MULTICORELINK:PINO-C-TC-DETL-CT504

PROPOSED FEATURESEXISTING FEATURES

CENTERLINE

RIGHT OF WAY LINE

PROPERTY LINE

EASEMENT LINE

FLOOD HAZARD ZONE 25 YEAR

FLOOD HAZARD ZONE 100 YEAR

CRITICAL WATER QUALITY ZONE

TRANSITION WATER QUALITY ZONE

DRAINAGE EDGE

DRAINAGE CENTERLINE

DITCH EDGE

TIME OF CONCENTRATION

MAJOR CONTOURS

MINOR CONTOURS

PAVED ROADWAY EDGE

PAVED ROADWAY DEMOLITION

GRAVEL ROADWAY EDGE

PAVED PARKING / DRIVEWAY EDGE

PAVED PARKING / DRIV. EDGE DEMO

SIDEWALK EDGE

SIDEWALK EDGE DEMOLITION

PAVED SITE FEATURES

PAVED SITE FEATURES DEMOLITION

CURB LINE

CURB LINE DEMOLITION

BUILDING LINE

GUARDRAIL

GUARDRAIL DEMOLITION

HANDRAIL

HANDRAIL DEMOLITION

CHAINLINK FENCE

STEEL FENCE

FENCE DEMOLITION - GENERAL

STONE / ROCK WALL

BRICK WALL

TRANSVERSE JOINT

LONGITUDINAL JOINT

EROSION ROCK BERM

EROSION DIVERSION DIKE

EROSION MULCH SOCK

EROSION SILT FENCE

EROSION TRI-FILTER DIKE

EROSION TREE PROTECTION

LIMITS OF CONSTRUCTION

COMMUNICATION OVERHEAD

COMMUNICATION UNDERGROUND

COMMUNICATION DEMOLITION

CHILLED WATER LINE

CHILLED WATER TO ABANDON

CHILLED WATER DEMOLITION

ELECTRIC OVERHEAD

ELECTRIC UNDEGROUND

ELECTRIC DEMOLITION

FIBER OVERHEAD

FIBER UNDERGROUND

FIBER DEMOLITION

IRRIGATION LINE

IRRIGATION TO ABANDON

IRRIGATION DEMOLITION

NATURAL GAS LINE

NATURAL GAS TO ABANDON

NATURAL GAS DEMOLITION

RECLAIMED WATER LINE

RECLAIMED WATER TO ABANDON

RECLAIMED WATER DEMOLITION

CENTERLINE

RIGHT OF WAY LINE

PROPERTY LINE

EASEMENT LINE

FLOOD HAZARD ZONE 25 YEAR

FLOOD HAZARD ZONE 100 YEAR

CRITICAL WATER QUALITY ZONE

TRANSITION WATER QUALITY ZONE

DRAINAGE AREA EDGE

DRAINAGE CENTERLINE

DITCH EDGE

TIME OF CONCENTRATION

MAJOR CONTOURS

MINOR CONTOURS

PAVED ROADWAY EDGE

PAVED PARKING / DRIVEWAY EDGE

GRAVEL ROADWAY EDGE

SIDEWALK EDGE

PAVED SITE FEATURES

CURB LINE

BUILDING LINE

GUARDRAIL

HANDRAIL

CHAINLINK FENCE

BARBWIRE FENCE

WOOD FENCE

STEEL FENCE

FENCE LINE

STONE / ROCK WALL

BRICK WALL

TREE LINE

AUDIO - TV - GENERAL

COMMUNICATION OVERHEAD

COMMUNICATION UNDERGROUND

CHILLED WATER LINE

CHILLED WATER ABANDONED

ELECTRIC OVERHEAD

ELECTRIC UNDEGROUND

FIBER - GENERAL

IRRIGATION LINE

IRRIGATION ABANDONED

NATURAL GAS LINE

NATURAL GAS ABANDONED

RECLAIMED WATER LINE

RECLAIMED WATER ABANDONED

PETROLEUM - GENERAL

STORM LINE

STORM ABANDONED

TRAFFIC SIGNAL OVERHEAD

TRAFFIC SIGNAL UNDERGROUND

WATER LINE

WATER ABANDONED

WASTE WATER LINE

WASTE WATER ABANDONED

FORCE MAIN LINE

FORCE MAIN ABANDONED

BRASS DISK FOUND

BRASS DISK SET

BOLT FOUND

BOLT SET

BENCHMARK FOUND

BENCHMARK SET

CALCULATED POINT

CONTROL POINT FOUND

CONTROL POINT SET

COTTON SPINDLE FOUND

COTTON SPINDLE SET

DRILL HOLE FOUND

DRILL HOLE SET

HUB & TACK FOUND

HUB & TACK SET

IRON PIPE FOUND

IRON PIPE SET

IRON ROD FOUND

IRON ROD SET

MONUMENT FOUND

MONUMENT SET

MAGNAIL FOUND

MAGNAIL SET

NAIL FOUND

NAIL SET

PROPERTY PIN FOUND

PROPERTY PIN SET

TEMP BENCHMARK FOUND

TEMP BENCHMARK SET

TRAVERSE

CROSS FOUND

CROSS SET

BIKE RACK

BOLLARD

BENCH

BUS STOP

COLUMN CIRCULAR / RECTANG

FLAG POLE

GABION

GARBAGE CAN

GUARDRAIL POST

MAILBOX

PARKING METER

POST

SIGN

UTILITY MANHOLE UNKNOWN

UTILITY PED UNKNOWN

UTILITY JUNCTION BOX UNKN

UTILITY VAULT UNKNOWN

UTILITY VALVE UNKNOWN

UTILITY VENT UNKNOWN

SHRUB

TREE

RAILROAD SIGNAL

RAILROAD CONTROL / SWITCH

TEST PIT

BORE HOLE

STORM LINE

STORM TO ABANDON

STORM DEMOLITION

PERFORATED DRAIN

TRAFFIC SIGNAL OVERHEAD

TRAFFIC SIGNAL UNDERGROUND

TRAFFIC SIGNAL DEMOLITION

WATER LINE

WATER TO ABANDON

WATER DEMOLITION

WASTE WATER LINE

WASTE WATER TO ABANDON

WASTE WATER DEMOLITION

FORCE MAIN LINE

FORCE MAIN TO ABANDON

FORCE MAIN DEMOLITION

AUDIO - TV JUNCTION BOX

AUDIO - TV MANHOLE

AUDIO - TV VAULT

COMMUNICATION ANTENNA

COMM JUNCTION BOX

COMMUNICATION MANHOLE

COMMUNICATION PEDESTAL

COMMUNICATION POLE

COMMUNICATION RISER

COMMUNICATION VAULT

CHILLED WATER MANHOLE

CHILLED WATER VALVE

CHILLED WATER VAULT

ELECTRIC AC UNIT

ELECTRIC CABINET

ELECTRIC ANCHOR

ELECTRIC HANDHOLE

ELECTRIC JUNCTION BOX

ELEC LIGHT / FOUNDATION

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC PULL BOX

ELECTRIC PED

ELECTRIC POWER POLE

ELECTRIC RISER

ELEC TRANSMISSION POLE

ELECTRIC TRANSFORMER

ELECTRIC VAULT

FIBER JUNCTION BOX

FIBER MANHOLE

FIBER VAULT

IRRIGATION CONTROL BOX

IRRIGATION CONTROL VALVE

IRRIGATION HOSE BIB

IRRIGATION METER

IRRG SPRINKLER CTRL VALVE

IRRIGATION SPRINKLER HEAD

NATURAL GAS LAMP

NATURAL GAS MANHOLE

NATURAL GAS METER

NATURAL GAS SRVC CONN

NATURAL GAS VAULT

NATURAL GAS VALVE

NATURAL GAS VENT

RECLAIMED WATER MAHOLE

RECLAIMED WATER METER

RECLAIMED WATER VAULT

RECLAIMED WATER VALVE

TRAFFIC CONTROL BOX / CABINET

TRAFFIC POLE FOUNDATION

TRAFFIC MANHOLE

TRAFFIC MAST

TRAFFIC PULL BOX

TRAF PEDESTRIAN SIGNAL

TRAFFIC PEDESTAL

TRAFFIC POLE

TRAFFIC VAULT

STORM AREA INLET

DRAINAGE ARROW

STORM CURB INLET

STORM INLET COVER

STORM CLEANOUT

STORM GRATE INLET

STORM HEADWALL

STORM JUNCTION BOX

STORM MANHOLE

STORM ROOF DRAIN

STORM WINGWALL

WASTE WATER AIR RLS VLV

WWTR BACKFLOW PRVN

WASTE WATER CLEANOUT

WASTE WATER FLOW METER

WASTE WATER LIFT STATION

WASTE WATER MANHOLE

WASTE WATER SRVC CONN

WASTE WATER VAULT

WASTE WATER VALVE

WASTE WATER VENT

WATER AIR FLUSH VALVE

WATER AIR RLS VALVE AUTO

WATER AIR RLS VALVE COMBO

WATER AIR RLS VLV MANUAL

WATER BACKFLOW PRVN

WATER BOUNDARY VALVE

WATER / WASTEWATER CAP

WATER CHECK VLV SINGLE

WATER CHECK VLV DOUBLE

WATER DRAINAGE MANHOLE

WATER DRAINAGE VALVE

WATER FAUCET

WATER FIRE CONNECTION

WATER FIRE HYDRANT

WATER FLOW METER

WATER FOUNTAIN

WATER HANDHOLE

WATER HYD PRSS RLS VLV

WATER MANHOLE

WATER / WWTR MAT CHANGE

WATER METER

WATER MONITOR WELL

WATER / WASTEWATER PLUG

WATER / WWTR PROJ. SEPR

WATER PRSS RLS VALVE

WATER PRSS SSTN VALVE

WATER / WWTR REDUCER

WATER RISER

WATER SRVC CONNECTION

WATER SHUTOFF VALVE

WATER VAULT

WATER VALVE

WATER VACM RELEASE VALVE

WATER VENT

WATER WELL

BIKE RACK

BOLLARD

BENCH

BUS STOP

COLUMN CIRCULAR / RECTANG

GABION

GARBAGE CAN

GUARDRAIL POST

MAILBOX

PARKING METER

POST

SIGN

SHRUB

TREE

RAILROAD SIGNAL

RAILROAD CONTROL / SWITCH

COMM JUNCTION BOX

COMMUNICATION MANHOLE

COMMUNICATION PEDESTAL

COMMUNICATION POLE

COMMUNICATION VAULT

CHILLED WATER MANHOLE

CHILLED WATER VALVE

ELECTRIC AC UNIT

ELECTRIC CABINET

ELECTRIC ANCHOR

ELECTRIC JUNCTION BOX

ELEC LIGHT / FOUNDATION

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC PULL BOX

ELECTRIC PED

ELECTRIC POWER POLE

ELECTRIC RISER

ELECTRIC TRANSFORMER

ELECTRIC VAULT

FIBER JUNCTION BOX

FIBER MANHOLE

IRRIGATION CTRL BOX / VALVE

IRRIGATION HOSE BIB

IRRIGATION METER

IRRG SPRINKLER CTRL VALVE

IRRIGATION SPRINKLER HEAD

NATURAL GAS LAMP

NATURAL GAS MANHOLE

NATURAL GAS METER

NATURAL GAS SRVC CONN

NATURAL GAS VAULT

NATURAL GAS VALVE

NATURAL GAS VENT

RECLAIMED WATER MAHOLE

RECLAIMED WATER METER

RECLAIMED WATER VALVE

TRAFFIC CONTROL BOX / CABINET

TRAFFIC POLE FOUNDATION

TRAFFIC MANHOLE

TRAF MAST

TRAFFIC PULL BOX

TRAF PEDESTRIAN SIGNAL

TRAFFIC PEDESTAL

TRAFFIC POLE

TRAFFIC VAULT

STORM AREA INLET

DRAINAGE ARROW

STORM CURB INLET

STORM INLET COVER

STORM CLEANOUT

STORM GRATE INLET

STORM HEADWALL

STORM JUNCTION BOX

STORM MANHOLE

STORM ROOF DRAIN

STORM WINGWALL

WASTE WATER AIR RLS VLV

WWTR BACKFLOW PRVN

WASTE WATER CLEANOUT

WASTE WATER FLOW METER

WASTE WATER LIFT STATION

WASTE WATER MANHOLE

WASTE WATER SRVC CONN

WASTE WATER VALVE

WASTE WATER VENT

WATER AIR FLUSH VALVE

WATER AIR RLS VALVE AUTO

WATER AIR RLS VALVE COMBO

WATER AIR RLS VLV MANUAL

WATER BACKFLOW PRVN

WATER BOUNDARY VALVE

WATER / WASTEWATER CAP

WATER CHECK VLV SINGLE

WATER CHECK VLV DOUBLE

WATER DRAINAGE MANHOLE

WATER DRAINAGE VALVE

WATER FIRE CONNECTION

WATER FIRE HYDRANT

WATER FLOW METER

WATER HYD PRSS RLS VLV

WATER MANHOLE

WATER / WWTR MAT CHANGE

WATER METER

WATER MONITOR WELL

WATER / WASTEWATER PLUG

WATER / WWTR PROJ. SEPR

WATER PRSS RLS VALVE

WATER PRSS SSTN VALVE

WATER / WWTR REDUCER

WATER RISER

WATER SRVC CONNECTION

WATER VAULT

WATER VALVE

WATER VACM RELEASE VALVE

WATER VENT

25Y 25Y

100Y 100Y

CWQZ CWQZ

WQTZ WQTZ

DR DR

TC TC

X X X

C OH C OH

C UG C UG

FO FO

TS OH TS OH

TS UG TS UG

E OH E OH

E UG E UG

CW CW

G G G

R R R

W W

TBM

BUS

TP01

B01

25Y 25Y

100Y 100Y

CWQZ CWQZ

WQTZ WQTZ

DR DR

TC TC

RB RB RB RB RB

DDK DDK DDK DDK

MS MS MS MS MS

SF SF SF SF SF

TFD TFD TFD TFD

LOC LOC

C OH C OH

C UG C UG

C C C

E OH E OH

E UG E UG

E E E

CW CW

C W

I C

S C

R R

TSP

FOJ

IR IR

FW W

W W

TRV

TV TV

IR IR

PET PET

RRCRRS

FO OH FO OH

FO UG FO UG

FO FO

G G G

R R R

TS OH TS OH

TS UG TS UG

TS TS

PD PD

W W

FOJ

TSP

C W

I C

S C

TVJ

ANT

IRC

TSP

FW W

W W

S O

BUS

RRC RRS

TSP

IRC

TSCTSB

GEOTECH BORE HOLE

SUE TEST HOLE

ASPHALTIC CONCRETE

TAN FLEX BASE

FAT CLAY (CH)

GEOTECH LEGEND

LEAN CLAY (CL)

CLAYEY GRAVEL (GC)

SURVEY BY

DRAWN BY

CHECKED BY

REVIEWED BY

NOTES NAME DATE

N D

N C

O F

, T

O L

W W

S H

CIP#6943.071

G-003 3 45

MWM 08/08/2023

JCS 9/27/2023

AHW 9/27/2023

M Y:

-0

A-

N O

_W W

O _W

\P R

O D

U C

N _F

\D W

G \P

-G -G

N -L

G N

D .D

W G

, C O

X3 4, C O

O T_

N E

H O

9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

TBAE FIRM REGISTRATION NO.: 1452

TBPE FIRM REGISTRATION NO.: F-1416

TBPLS FIRM REGISTRATION NO.: 10065600

04/23/2026

05/28/2026

July 01, 2026

Mary Ann C. Cramer

1S SINGLE SERVICE

2S DOUBLE SERVICE

ABAN ABANDON

ABLT AS-BUILT

AATUR ABANDONED ACCORDING TO UTILITY RECORDS

AC ASBESTOS CEMENT

AC. ACRE

ACC ACCESSIBLE

AFV AIR FLUSH VALVE

AGGR AGGREGATE

ALGN ALIGNMENT

APPD APPROVED

APP. APPROXIMATE

APPX APPENDIX

AR AS REQUIRED

ARCH ARCHITECT

ASPH ASPHALT

ASSY ASSEMBLY

ATCH ATTACHMENT

ATTN ATTENTION

AUTO AUTOMATIC

AUX AUXILIARY

AV AIR VENT

ARV AIR RELEASE VALVE AUTO

ARVC AIR RELEASE VALVE COMBO

ARVM AIR RELEASE VALVE MANUAL

AW AUSTIN WATER UTILITY

BGN BEGIN (BEGINNING)

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDNG BEDDING

BDRY BOUNDARY

BFV BUTTERFLY VALVE

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLIN BASELINE

BLKT BLANKET

BLT BUILT

BLW BELOW

BMRK BENCHMARK

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

BWIR BARBWIRE

C COMMUNICATION

CATV CABLE TELEVISION

C CONC CAST CONCRETE

C-C CENTER TO CENTER

CD CONSTRUCTION DOCUMENT

CG CURB & GUTTER

CF CUBIC FEET

CFS CUBIC FEET PER SECOND

CHK CHECK POINT

CI CAST IRON

CIP CAPITAL IMPROVEMENT PROJECT

CIPP CURED IN PLACE PIPE

C.I.P. CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLNK CHAINLINK

CLR CLEAR

CLS CLASSIFICATION

CMP CORRUGATED METAL PIPE

CNTR CENTER

CO CONDUIT

COCC CONCENTRIC

COJB COMMUNCATION JUNCTION BOX

COL COLUMN

COA CITY OF AUSTIN

CONC CONCRETE

COND CONDUIT

COMM COMMUNICATION

COMH COMMUNICATION MANHOLE

CONN CONNECT

CONT CONTINUED

COPD COMMUNCATION PED

COORD COORDINATE

COVR COVER

COVT COMMUNICATION VAULT

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CRZ CRITICAL ROOT ZONE

CS CARBON STEEL

CSC CONCRETE STEEL CYLINDER

CSG CASING

CTB CONCRETE TRAFFIC BARRIER

CTRL CONTROL

CUR CURRENT

CT CLAY TILE

CV CONTROL VALVE

CYL CYLINDER

CW CHILLED WATER

CWL CHILLED WATER LINE

CWMH CHILLED WATER MANHOLE

CWQZ CRITICAL WATER QUALITY ZONE

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CWTR CHILLED WATER

CWV CHILLED WATER VALVE

CWVT CHILLED WATER VAULT

CY CUBIC YARD

D DEPTH

DB DUCT BANK

DD DISABLED

DA DRAINAGE AREA

DAT DATUM

DEFL DEFLECTION

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC. DESCRIPTION

DETL DETAIL

DETN DETENTION

DEV DEVELOPMENT

DI DUCTILE IRON PIPE

DIA DIAMETER

DIAG DIAGRAM

DIFF DIFFERENCE

DIMM DIMMENSION

DIR DIRECTION

DISC DISCONNECT

DISCH DISCHARGE

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DR DRAIN

DRNG DRAINAGE

DRV DRIVEWAY

DSBL DISABLE

DOBL DOUBLE

DSGN DESIGN

DSPL DISPOSAL

DTCH DETACH

DUCT DUCT BANK

DUPL DUPLICATE

DWG DRAWING

E EAST / ELECTRIC

E/A ENGINEER/ARCHITECT

E/S EROSION /SEDIMENTATION

EA. EACH

EA EDGE OF ASPHALT

EC EDGE OF CONCRETE

ECC ECCENTRIC

EFF EFFECTIVE

EG EDGE OF GRAVEL

EJ EXPANSION JOINT

EL. ELEVATION

ELEC ELECTRIC

ELJB ELECTRIC JUNCTION BOX

ELMH ELECTRIC MANHOLE

ELMT ELECTRIC METER

ELVT ELECTRIC VAULT

ENC ENCASEMENT

ENGR ENGINEER

ENTR ENTRANCE

ENVIR ENVIRONMENT

EP EDGE OF PAVEMENT

EQ EQUAL

EQUIV EQUIVALENT

EROS EROSION

ES EDGE OF SHOULDER

ESC EROSION AND SEDIMENTATION CONTROL

ESD ENGINEERING SERVICES DIVISION

ESMT EASEMENT LINE

EST ESTIMATE

ETC ETCETERA

EX. EXISTING

EXC EXCAVATE

EXP EXPANSION

EXTN EXTENSION

F-F FACE TO FACE

FC FACE OF CONCRETE / CURB

FDBK FEEDBACK

FDC FIRE DEPARTMENT CONNECTION

FDU FUNDING DEPARTMENT UNIT

FENC FENCE

FEAT FEATURE

FF FINISHED FLOOR

FIBR FIBER OPTIC

FG FINISH GRADE

FH FIRE HYDRANT

FIGR FIGURE

FL. FLOWLINE

FLHA FLOOD HAZARD AREA

FLRD FLARED

FM FORCEMAIN

FN FENCE

FO FIBER OPTIC

FOMH FIBER OPTIC MANHOLE

FOVT FIBER OPTIC VAULT

FP FLOODPLAIN

FT FEET

FTNG FOOTING

FURN FURNISH

FUTR FUTURE

FW FIRE WATER LINE

G NATURAL GAS

GAL GALLON

GB GRADE BREAK

GEN GENERAL

GPM GALLONS PER MINUTE

GRAL GUARDRAIL

GRLN GRADE LINE

GRDN GARDEN

GRND GROUND

GS GALVANIZED STEEL

GSC NATURAL GAS SERVICE

GSL NATURAL GAS LINE

GSMH NATURAL GAS MANHOLE

GSMT NATURAL GAS METER

GSV NATURAL GAS VALVE

GSVT NATURAL GAS VAULT

GV GATE VALVE

HA. HECTARE

HAZD HAZARD

HCP HANDICAPPED

HDTY HEAVY DUTY

HDWL HEADWALL

HDPE HIGH DENSITY POLYETHYLENE

HGL HYDRAULIC GRADE LINE

HH HANDHOLE

HORZ HORIZONTAL

HP HIGH PRESSURE, HIGH POINT

HT HEIGHT

HYD HYDRANT

HYDR HYDRAULIC

ID / ID. IDENTIFICATION

IGCV IRRIGATION CONTROL VALVE

IGHB IRRIGATION HOSE BIB

IMPV IMPERVIOUS

IN INCHES

INPR INLET PROTECTION

IP IRON PIN

IR IRRIGATION

IRRG IRRIGATION

JNCT JUNCTION

JRST JOINT RESTRAINT

L LENGTH

LBS POUNDS

LDTY LIGHT-DUTY

LF LINEAR FEET

LOC LIMIT OF CONSTRUCTION

LG LIP OF GUTTER

LS LUMP SUM

LT LEFT

MANH MANHOLE

MAT MATERIAL

MAX. / MAX MAXIMUM

METR METER

MH MANHOLE

MIN. / MIN MINIMUM

MJ MECHANICAL JOINT

MM MILLIMETER

MPH MILES PER HOUR

MS MULCH SOCK

N NORTH

NO. / NO NUMBER

N/A NOT APPLICABLE

NE NORTH EAST

NG NATURAL GROUND

NGAS NATURAL GAS

NPWR RECLAIMED WATER

NTS NOT TO SCALE

OC ON CENTER

OH OVERHEAD

OVHD OVERHEAD

PC POINT OF CURVATURE

P.C. PRE-CAST

P.E. PROFESSIONAL ENGINEER

PI POINT OF INTERSECTION

PCC POINT COMPOUND CURVE

PE POLYETHYLENE

PET PETROLEUM

PERV PERVIOUS

NO. PAGE

PI. PLASTICITY INDEX

PL PROPERTY LINE

PR. PROPOSED

PROJ. PROJECT

PRV PRESSURE REDUCING VALVE

PRVN PREVENTER

PRSS PRESSURE

PSI POUNDS PER SQUARE INCH

PSV PRESSURE SUSTAINING VALVE

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PWD PUBLIC WORKS DEPARTMENT

QNTY QUANTITY

R RECLAIMED WATER

RB ROCK BERM

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REF REFERENCE

RLS RELEASE

ROW RIGHT OF WAY

RR RAILROAD

RRAP RIP-RAP

RT RIGHT

RWL RECLAIMED WATER LINE

RWMH RECLAIMED WATER MANHOLE

RWV RECLAIMED WATER VALVE

RWVT RECLAIMED WATER VAULT

S SOUTH

SCE STABILIZED CONSTRUCTION ENTRANCE

SD STORM DRAIN

SDAI STORM DRAIN AREA INLET

SDCI STORM DRAIN CURB INLET

SDCO STORM DRAIN CLEANOUT

SDDI STORM DRAIN INLET

SDHW STORM DRAIN HEAD WALL

SDR STANDARD DIMENSION RATIO

SDL STORM DRAIN LINE

SDVT STORM DRAIN VAULT

SE SOUTH EAST

SEPR SEPARATOR

SF SQUARE FEET

SFN SILT FENCE

SH. SHEET

SHLN SHRUB LINE

SL SPRINKLER LINE

SP SITE PLAN

SRVC SERVICE

SSD STOPPING SIGHT DISTANCE

SSTN SUSTAIN

STBK STEBACK

STD STANDARD

STL STEEL

STRM STORM DRAIN

SW SOUTH WEST

SWK SIDEWALK

SWV SWIVEL

SY SQUARE YARD

TBA TO BE ABANDONED

TBR TO BE REMOVED

TC TOP OF CURB ELEVATION

TEMP TEMPORARY

TFD TRI-FILTER DIKE

T.O.C. TABLE OF CONTENTS

TOC TIME OF CONCENTRATION

TRAF TRAFFIC SIGNAL

TRLN TREE LINE

TRPR TREE PROTECTION

TS TRAFFIC SIGNAL

TSMH TRAFFIC SIGNAL MANHOLE

TSVT TRAFFIC SIGNAL VAULT

TV CATV

TVMH CATV MANHOLE

TVVT CATV VAULT

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UG UNDERGROUND

UNDR UNDERGROUND

UNK UNKNOWN

VACM VACCUM

VCP VITRIFIED CLAY PIPE

VOL VOLUME

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

VLV VALVE

W WATER

WATR WATER

WAMH WATER MANHOLE

WAHH WATER HANDHOLE

WASC WATER SERVICE CONNECTION

WAVT WATER VAULT

WL WATER LINE

WQTZ WATER QUALITY TRANSITION ZONE

WW WASTEWATER

WWCO WASTEWATER CLEANOUT

WWTR WASTEWATER

WWL WASTEWATER LINE

WWLS WASTEWATER LIFT STATION

WWO WASTEWATER OVERFLOW

WWMH WASTEWATER MANHOLE

WWSC WASTEWATER SERVICE CONNECTION

WWVT WASTEWATER VAULT

COMMONLY USED ABBREVIATIONS

SURVEY BY

DRAWN BY

CHECKED BY

REVIEWED BY

NOTES NAME DATE

N D

N C

O F

, T

O L

W W

N S

CIP#6943.071

G-004 4 45

MWM 08/08/2023

JCS 9/27/2023

M Y:

-0

A-

N O

_W W

O _W

\P R

O D

U C

N _F

\D W

G \P

-G -G

N -A

D W

G , C

O A_

4, C

O A_

D W

E H

9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

TBAE FIRM REGISTRATION NO.: 1452

TBPE FIRM REGISTRATION NO.: F-1416

TBPLS FIRM REGISTRATION NO.: 10065600

04/23/2026

05/28/2026

SURVEY BY

DRAWN BY

CHECKED BY

REVIEWED BY

NOTES NAME DATE

N D

N C

O F

, T

O L

W W

N O

T C

CIP#6943.071

G-005 5 45

MWM 08/08/2023

JCS 8/10/2023

CHK 8/10/2023

M Y:

-0

A-

N O

_W W

O _W

\P R

O D

U C

N _F

\D W

G \P

-G -G

N -N

.D W

G , C

O A_

4, C

O A_

D W

E H

9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

TBAE FIRM REGISTRATION NO.: 1452

TBPE FIRM REGISTRATION NO.: F-1416

TBPLS FIRM REGISTRATION NO.: 10065600

AW INFRASTRUCTURE INFORMATION

PROPOSED PRODUCT TYPE (TO BE INSTALLED) LENGTH OF PIPE (L.F.) SIZE OF PIPE (INCH) NO. OF SERVICES

WATER MAIN NA

WASTEWATER MAIN NA

RECLAIMED WATER MAIN

WATER SERVICE

136' 18"

WASTEWATER SERVICE

NA NA

RECLAIMED WATER SERVICE

NA NA UTILITY CRITERIA MANUAL WAIVER SUMMARY

1263'

245'

NA NA

15"

WASTEWATER MAIN

NA NA

Y O

D N

AUSTIN WATER

REVIEW BLOCK

A U

W A

M A

N A

N D

C O

R U

O N

N O

C A

7, AW EXPIRATION STAMP

THREE YEARS FROM THE

DATE OF SIGN-OFF

EXPAND OR REDUCE TABLE AS NEEDED*

THE INFORMATION INCLUDED IN THIS TABLE ARE APPROXIMATE VALUES ESTIMATED BASED ON GENERAL ENGINEERING GUIDELINES

GENERAL NOTES

ALL RESPONSIBILITY FOR THE ADEQUECY OF THESE PLANS REMAINS WITH THE ENGINEER. APPROVAL OF THESE

PLANS BY THE CITY OF AUSTIN DOES NOT REMOVE THESE RESPONSIBILITIES.

"REVIEWED BY AUSTIN WATER" APPLIES ONLY TO AW PUBLIC INFRASTRUCTURE, ALL OTHER WATER AND WASTEWATER INFRASTRUCTURE INSIDE PRIVATE PROPERTY ARE UNDER THE JURISDICATION OF BUILDING

INSPECTIONS.

USE OF ELECTRONIC FILES GENERAL DISCLAIMER: USE OF THE ATTACHED FILES IN ANY MANNER INDICATES YOUR ACCEPTANCE OF TERMS AND CONDITIONS AS SET FORTH BELOW. IF YOU DO NOT AGREE TO ALL OF THE TERMS AND CONDITIONS, PLEASE CONTACT AUSTIN WATER PIPELINE ENGINEERING, PROJECT COORDINATOR PRIOR TO USE OF THE REFERENCED INFORMATION. PLEASE BE ADVISED THAT THE ATTACHED FILES ARE IN A FORMAT THAT CAN BE ALTERED BY THE USER. DUE TO THIS FACT, ANY REUSE OF THE DATA WILL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE CITY OF AUSTIN AND USER SHALL INDEMNIFY AND HOLD HARMLESS THE CITY OF AUSTIN FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM USING THE DIGITAL FILE. IN ADDITION, IT IS THE RESPONSIBILITY OF THE USER TO COMPARE ALL DATA WITH THE PDF VERSION OF THIS DRAWING. IN THE EVENT THERE IS A CONFLICT BETWEEN THE PDF VERSION DRAWING AND THE ELECTRONIC FILE, THE PDF VERSION DRAWING SHALL PREVAIL.

AUTOMATED METERING INFRASTRUCTURE: EFFECTIVE MARCH 2022,

NEW WATER METERS INSTALLED SHALL BE IN CONFORMANCE WITH

AW’S AUTOMATED METERING INFRASTRUCTURE TECHNOLOGY, AND

WITH THE APPLICABLE STANDARD PRODUCT LIST. APPLICANTS FILING A

SITE PLAN OR SUBDIVISION PLAN WILL BE REQUIRED TO COORDINATE

WITH THE AUSTIN WATER PLAN REVIEWER FOR DETAILS ON APPROVAL

AND INSTALLATION.

PRIOR TO THE HANDLING AND DISPOSAL OF ASBESTOS PIPE, THE

CONTRACTOR'S WORK PLAN WILL BE REVIEWED AND COORDINATED

THROUGH COA BUILDING SERVICES DEPARTMENT - ASBESTOS, LEAD

AND MOLD MANAGEMENT GROUP MANAGER WHO CAN BE REACHED

AT 512-974-7137. IT IS THE CONTRACTOR'S RESPONSIBILITY TO USE A

TRAINED, CERTIFIED AND LICENSED ASBESTOS ABATEMENT

CONTRACTOR IN ACCORDANCE WITH THE FEDERAL, STATE AND LOCAL

REGULATIONS.

MODIFICATIONS TO AUSTIN WATER SIGNED AND STAMPED SHEETS ARE

NOT PERMITTED. ALL DESIGN MODIFICATIONS SHALL BE SUBMITTED VIA

THE ABC PORTAL FOR A PLAN CORRECTION OR REVISION. ALL

UNETHICAL ENGINEERING PRACTICES, INCLUDING MODIFYING CITY

STAMPED PLAN SHEETS, SHALL BE REPORTED TO THE TEXAS BOARD OF

PROFESSIONAL ENGINEERS AND LAND SURVEYORS (TBPELS).

REFERENCE: TEXAS ENGINEERING PRACTICE ACT AND RULES,

SUBCHAPTER C: PROFESSIONAL CONDUCT AND ETHICS

DOES THIS PROJECT NEED AULCC REVIEW?

□YES

□ NO

IF YES, PLEASE PROVIDE UCC # __________________

NOTE: IF THE PROJECT IS LOCATED WITHIN FULL

PURPOSE JURISDICTION, A RIGHT-OF-WAY REVIEW,

THROUGH THE AULCC PERMIT WILL BE REQUIRED.

1. THE CITY STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE TIME OF BIDDING SHALL COVER MATERIALS AND METHODS

USED TO DO THIS WORK.

2. CONTRACTOR MUST OBTAIN A ROW PERMIT FROM AUSTIN TRANSPORTATION AND PUBLIC WORKS DEPARTMENT, RIGHT OF WAY MANAGEMENT DIVISION BEFORE BEGINNING CONSTRUCTION WITHIN THE RIGHT-OF-WAY OF A PUBLIC STREET OR ALLEY. ACTIVITY

WITHIN RIGHT-OF-WAY SHALL COMPLY WITH APPROVED TRAFFIC CONTROL PLAN (TCP).

3. AT LEAST 48 HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION ACTIVITY IN PUBLIC ROW OR PUBLIC EASEMENT, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE CITY OF AUSTIN INSPECTION GROUP (AUSTIN TRANSPORTATION AND PUBLIC WORKS DEPARTMENT (TPW), OR DEVELOPMENT SERVICES). SEE CURRENT NOTIFICATION REQUIREMENTS AT WWW.AUSTINTEXAS.GOV.

4. THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA “ONE CALL” SYSTEM AT 1-800-344-8377 FOR EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION IN ADVANCE OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES TO BE EXTENDED, TIED TO, OR ALTERED, OR SUBJECT TO DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. THE CITY OF AUSTIN WATER AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT R.O.W./EASEMENT LINES.

5. NO OTHER UTILITY SERVICE/APPURTENANCES SHALL BE PLACED NEAR THE PROPERTY LINE, OR OTHER ASSIGNED LOCATION DESIGNATED FOR WATER AND WASTEWATER UTILITY SERVICE THAT WOULD INTERFERE WITH THE WATER AND WASTEWATER

SERVICES.

6. MINIMUM TRENCH SAFETY MEASURES SHALL BE PROVIDED, AS REQUIRED BY OSHA, CITY SPECIFICATION 509S, AND CITY/COUNTY

CONSTRUCTION INSPECTORS.

7. PRESSURE TAPS WILL ONLY BE ALLOWED ON A CASE BY CASE BASIS, AS DETERMINED BY THE DIRECTOR'S DESIGNEE. NORMALLY PRESSURE TAPS 4 INCHES AND LARGER SHALL BE ALLOWED IN THE FOLLOWING CASES: A) A TEST SHUT OUT INDICATES AN ADEQUATE SHUT OUT TO PERFORM THE WORK IS NOT FEASIBLE B) MORE THAN 30 CUSTOMERS OR A SINGLE CRITICAL CUSTOMER (AS DEFINED BY AUSTIN WATER) WOULD BE IMPACTED BY THE SHUT OUT OR C) THE EXISTING WATER LINE WARRANTS IT.

8. WATER LINE TESTING AND STERILIZATION SHALL BE PERFORMED IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEMS 510.3 (27)-(29). FORCE MAIN PRESSURE TESTING SHALL BE CONDUCTED AND FALL UNDER THE SPECIFICATIONS AS WATER LINES

(PRESSURE PIPE) OR AS DIRECTED BY THE PROJECT SPECIFICATIONS.

9. ALL MATERIAL USED ON THIS PROJECT MUST BE LISTED ON THE STANDARD PRODUCTS LISTING. ANY MATERIAL NOT LISTED HAS TO GO THROUGH THE REVIEW OF THE STANDARDS COMMITTEE FOR REVIEW AND APPROVAL PRIOR TO START OF PROJECT. TESTING AND EVALUATION OF PRODUCTS ARE REQUIRED BEFORE APPROVAL WILL BE GIVEN ANY CONSIDERATION.

10. WHEN WATER SERVICES ARE DAMAGED AND THE SERVICE MATERIAL IS POLYETHYLENE (PE), THE LINE SHALL BE REPAIRED ONLY BY HEAT FUSION WELD, AT BRASS FITTINGS, OR THE FULL LENGTH SHALL BE REPLACED PER CURRENT STANDARD DETAIL(S). WHEN POLYBUTYLENE (PB) TUBING IS DAMAGED OR TAMPERED WITH IN ANY WAY, THE FULL LENGTH OF SERVICE LINE SHALL BE REPLACED. (NOTE: FULL LENGTH IS FROM THE CORPORATION STOP TO THE METER.) REPAIR COUPLINGS ARE NOT ALLOWED FOR ANY

WATER OR WASTEWATER SERVICE LINE REPAIR, RECONNECT, OR REPLACEMENT.

11. WHEN AN EXISTING WATERLINE SHUT OUT IS NECESSARY AND POSSIBLE, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION INSPECTOR WHO WILL THEN NOTIFY AUSTIN WATER DISPATCH AND THE AFFECTED CUSTOMERS A MINIMUM OF FORTY-EIGHT (48)

HOURS IN ADVANCE.

12. THE INSPECTOR SHALL NOTIFY AUSTIN WATER AT 972-1000 AT A MINIMUM OF 72 HOURS PRIOR TO RELOCATING ANY DOMESTIC OR

FIRE DEMAND WATER METERS.

13. PROJECT-SPECIFIC SHOP DRAWINGS SHALL BE SUBMITTED FOR AW APPROVAL FOR PRE-CAST CIRCULAR VERTICAL MANHOLE SECTIONS LARGER THAN 48" DIAMETER. THE SHOP DRAWINGS SHALL INCLUDE THE FLOWLINE ELEVATION OF ALL CONNECTING PIPES; ELEVATIONS OF TRANSITIONS FROM LARGE DIAMETER SECTIONS TO 48" DIAMETER SECTIONS; TOP OF MANHOLE AND SURROUNDING GROUND ELEVATIONS; AND DETAILS OF SPECIAL CONSTRUCTION CONSIDERATIONS SPECIFIED IN THE CONTRACT

DOCUMENTS.

14. WHEN CONCRETE MANHOLES LARGER THAN 48 INCH DIAMETER ARE USED, DRAWINGS THAT ARE SEALED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR BASE SLABS, FLAT TOP LIDS (IF USED), AND FLAT TYPE CONCRETE PIECES USED TO

TRANSITION FROM LARGER TO SMALLER DIAMETER MANHOLE SECTIONS.

15. ALL FIRE HYDRANTS AND VALVES THAT ARE TO BE ABANDONED SHALL BE REMOVED, SALVAGED AND RETURNED TO AUSTIN WATER.

NOTICE SHOULD BE GIVEN 48 HOURS PRIOR, TO PIPELINE OPERATIONS DISTRIBUTION SYSTEM -VALVES AND HYDRANT SERVICES

SUPERVISOR AT AWDSM-ASSET-RECOVERY@CITYOFAUSTIN.ONMICROSOFT.COM.

16. ALL EXISTING WATER METERS IDENTIFIED TO BE RELOCATED OR ABANDONED AT THE DEVELOPMENT SHALL BE REMOVED FROM THE METER BOX PRIOR TO CONSTRUCTION AND GIVEN IMMEDIATELY TO THE CITY OF AUSTIN INSPECTOR.

17. THE ENGINEER SHALL CALL OUT THE SIZE, TYPE AND USE (DOMESTIC, IRRIGATION OR RECLAIM) OF ALL EXISTING WATER METERS TO BE RELOCATED OR REPURPOSED. WATER METER NUMBERS WILL NOT BE REQUIRED TO BE PLACED ON THE PLAN SHEET. A SEPARATE UTILITY PERMITTING OFFICE FORM CAN BE USED TO PROVIDE RELEVANT DATA FOR THE EXISTING INFORMATION ON EXISTING METERS TO RECEIVE APPROPRIATE CREDITS. THIS FORM SHALL BE DIRECTLY SUBMITTED TO UTILITY PERMITTING OFFICE

FOR REVIEW AND PROCESSING.

18. NO CONNECTION MAY BE MADE BETWEEN THE PRIVATE PLUMBING AND AUSTIN WATER INFRASTRUCTURE UNTIL A CITY APPROVED

WATER METER HAS BEEN INSTALLED.

19. METER BOXES AND CLEAN OUTS SHALL NOT BE LOCATED WITHIN PAVED AREAS SUCH AS DRIVEWAYS AND SIDEWALKS.

20. NO SOIL COMPACTION EQUIPMENT SHALL COME WITHIN 24-INCHES FROM THE TOP OF THE WATER OR WASTEWATER PIPE. BETWEEN

24-36 INCHES FROM TOP OF THE PIPE, ONLY LIGHT SOIL COMPACTION EQUIPMENT (E.G., RAMMERS OR "WHACKER PACKERS", VIBRATING PLATE COMPACTORS, WALK-BEHIND HAND-GUIDED ROLLERS) OR SMOOTH ROLLER COMPACTION EQUIPMENT WEIGHING LESS THAN 5,000 LBS. WILL BE ALLOWED. WHERE SOIL COMPACTION EQUIPMENT WILL BE 36-INCHES OR GREATER FROM THE TOP OF THE PIPE, HS20 LOADS SHALL NOT BE EXCEEDED. PIPE DEPTHS SHALL BE VERIFIED THROUGH POTHOLING, LEVEL A SUE OR BY MH

INVERT DATA.

21. THE DESIGN AND CONSTRUCTION OF RETAINING WALLS, BRIDGES, CULVERTS, HEADWALLS, JUNCTION STRUCTURES, SCREENING WALLS, AND STORMWATER DRAINAGE PIPE WITHIN THE VICINITY OF AW UTILITIES SHALL BE IN COMPLIANCE WITH SECTION 13 OF THE

COA'S TRANSPORTATION CRITERIA MANUAL.

22. THRUST RESTRAINT SHALL BE IN ACCORDANCE WITH CITY STANDARD SPECIFICATION ITEM 510.3(22) AND SPL WW-27A, WW-27A-01, WW-27A-02 AND WW-27F.

23. ALL WATERLINE BRANCH CONNECTIONS SHALL HAVE AN MJ GATE VALVE POSITIVELY RESTRAINED TO THE MJ TEE BY USING A SWIVEL TEE, FOSTER ADAPTOR, OR SWIVEL X SOLID HYDRANT ADAPTOR (WITH SWIVEL GLAND).

* ON CITY SPONSORED PROJECTS, WHERE CONFLICTS ARE IDENTIFIED BETWEEN THESE CONSTRUCTION NOTES AND THE PROJECT CONTRACT DOCUMENTS, THE

CONTRACT DOCUMENTS WILL TAKE PRECEDENCE.

STANDARD CONSTRUCTION NOTES REVISED FEBRUARY 7, 2025

WAIVERS APPROVED BY:

AUSTIN WATER DATE

231207-02-04

06/11/2026

06/30/2026

EXPIRATION DATE

July 01, 2028

CITY OF AUSTIN - STANDARD NOTES

EROSION AND SEDIMENTATION CONTROL

1. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS AND

TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK

(CLEARING, GRUBBING, OR EXCAVATION).

2. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE

WITH THE ENVIRONMENTAL CRITERIA MANUAL AND THE APPROVED EROSION AND

SEDIMENTATION CONTROL PLAN.

3. THE PLACEMENT OF TREE/NATURAL AREA PROTECTIVE FENCING SHALL BE IN

ACCORDANCE WITH THE CITY OF AUSTIN STANDARD NOTES FOR TREE AND NATURAL

AREA PROTECTION AND THE APPROVED GRADING/TREE AND NATURAL AREA PLAN.

4. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD ON-SITE WITH THE CONTRACTOR,

DESIGN ENGINEER, PERMIT APPLICANT, AND GENERAL PERMIT PROGRAM

REPRESENTATIVE AFTER INSTALLATION OF THE EROSION/SEDIMENTATION CONTROLS

AND THE TREE/NATURAL AREA PROTECTION MEASURES AND PRIOR TO BEGINNING

ANY SITE PREPARATION WORK. THE CONTRACTOR SHALL NOTIFY THE GENERAL

PERMIT PROGRAM OFFICE AT 512/974-6330, AT LEAST 3 DAYS PRIOR TO THE MEETING

DATE.

5. ANY SIGNIFICANT VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES

FROM THOSE SHOWN ON THE APPROVED PLANS MUST BE APPROVED BY THE

REVIEWING ENGINEER AND THE GENERAL PERMIT PROGRAM REPRESENTATIVE.

6. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS AND FENCES AT DAILY

INTERVALS AND AFTER SIGNIFICANT RAINFALL EVENTS TO INSURE THAT THEY ARE

FUNCTIONING PROPERLY. THE PERSON(S) RESPONSIBLE FOR MAINTENANCE OF

CONTROLS AND FENCES SHALL IMMEDIATELY MAKE ANY NECESSARY REPAIRS TO

DAMAGED AREAS. SILT ACCUMULATION AT CONTROLS MUST BE REMOVED WHEN THE

DEPTH REACHES SIX (6) INCHES. SILT ACCUMULATION AT INLET DEVICES SHOULD BE

REMOVED WHEN THE DEPTH REACHES TWO (2) INCHES.

7. PRIOR TO FINAL ACCEPTANCE BY THE CITY, HAUL ROADS AND WATERWAY CROSSINGS

CONSTRUCTED FOR TEMPORARY CONTRACTOR ACCESS MUST BE REMOVED,

ACCUMULATED SEDIMENT REMOVED FROM THE WATERWAY AND THE AREA RESTORED

TO THE ORIGINAL GRADE AND REVEGETATED. ALL LAND CLEARING DEBRIS SHALL BE

DISPOSED OF IN APPROVED SPOIL DISPOSAL SITES.

8. ALL WORK MUST STOP IF A VOID IN THE ROCK SUBSTRATE IS DISCOVERED WHICH IS

ONE SQUARE FOOT OR LARGER IN TOTAL AREA, BLOWS AIR FROM WITHIN THE

SUBSTRATE, AND/OR CONSISTENTLY RECEIVES WATER DURING ANY RAIN EVENT. AT

THIS TIME, IT IS THE RESPONSIBILITY OF THE PROJECT MANAGER TO IMMEDIATELY

CONTACT THE GENERAL PERMIT PROGRAM REPRESENTATIVE FOR FURTHER

INVESTIGATION.

9. FIELD REVISIONS TO THE EROSION/SEDIMENTATION CONTROL PLAN MAY BE REQUIRED

BY THE GENERAL PERMIT PROGRAM REPRESENTATIVE DURING THE COURSE OF

CONSTRUCTION TO CORRECT CONTROL INADEQUACIES. ANY REVISIONS TO THE

PERMITTED PLAN MUST BE APPROVED BY THE GENERAL PERMIT PROGRAM OFFICE OF

THE PLANNING AND DEVELOPMENT REVIEW DEPARTMENT.

10. PERMANENT EROSION/SEDIMENTATION CONTROL: ALL DISTURBED AREAS SHALL BE

RESTORED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WHERE THE CRITERIA

MANUAL AND CONTRACT DOCUMENTS DIFFER THE MOST ENVIRONMENTALLY

BENEFICIAL MATERIALS/METHOD SHALL BE REQUIRED UNLESS OTHERWISE APPROVED

BY THE GENERAL PERMIT PROGRAM REPRESENTATIVE.

11. DEVELOPER INFORMATION:

OWNER:

COMPANY: CITY OF AUSTIN

CONTACT: DANIEL KANKEL

PHONE: (512) 974-7730

E-MAIL: Daniel.Kankel@austintexas.gov

OWNER'S REPRESENTATIVE RESPONSIBLE FOR PLAN ALTERATIONS:

COMPANY: MWM DESIGNGROUP

CONTACT: TONY BUONODONO, P.E.

ADDRESS:

9001 N. IH35

Suite 102 Austin, Texas 78753

PHONE: 512.453.0767

E-MAIL: tony.buonodono@mwmdg.com

PARTY RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL MAINTENANCE:

COMPANY: CONTRACTOR

PARTY RESPONSIBLE FOR TREE/NATURAL AREA PROTECTION MAINTENANCE:

COMPANY: CONTRACTOR

12. THE CONTRACTOR SHALL NOT DISPOSE OF SURPLUS EXCAVATED MATERIAL FROM THE

SITE WITHOUT NOTIFYING THE GENERAL PERMIT PROGRAM REPRESENTATIVE, AT

974-6330, AT LEAST 48 HOURS PRIOR TO THE SPOILS REMOVAL. THIS NOTIFICATION

SHALL INCLUDE THE DISPOSAL LOCATION AND A COPY OF THE PERMIT ISSUED TO

RECEIVE THE MATERIAL.

13. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY PRIOR TO STREET WORK, AND

WILL BE REMOVED AS SOON AS THE GENERAL PERMIT PROGRAM REPRESENTATIVE

AGREES THAT THERE IS NO POTENTIAL FOR SEDIMENTATION.

9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

TBAE FIRM REGISTRATION NO.: 1452

TBPE FIRM REGISTRATION NO.: F-1416

TBPLS FIRM REGISTRATION NO.: 10065600

SURVEY BY

DRAWN BY

CHECKED BY

REVIEWED BY

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9001 N. IH35

Suite 102 Austin, Texas 78753 p: 512.453.0767 f: 512.453.1734

APPROVED

STANDARD NO.

FABRIC COVERED (SEVERE SERVICE) ROCK

BERM

N / A

THE ARCHITECT/ENGINEER ASSUMES

RESPONSIBILITY FOR APPROPRIATE

USE OF THIS STANDARD.

TRENCH IN

FABRIC (SEE

SILT FENCE

DETAIL, THIS

SHEET.)

4"-8" DIAMETER

OPEN GRADED ROCK

EXISTING

GRADE

2:1 SIDE

SLOPES

WOVEN WIRE

SHEATHING OR

CHAIN LINK

FENCE FABRIC

GEOTEXTILE FABRIC

SECURE TO WIRE

ON UPHILL END

2' HIGH 1

NOTES:

1. USE ONLY OPEN GRADED ROCK, 4-8 INCH DIAMETER, FOR STREAM FLOW CONDITION.

USE OPEN GRADED ROCK, 3-5 INCH DIAMETER, FOR OTHER CONDITIONS.

2. ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING MAXIMUM 1 INCH

OPENING AND MINIMUM WIRE DIAMETER OF 20 GAUGE.

3. ROCK BERM SHALL BE INSPECTED WEEKLY OR AFTER EACH RAIN, AND THE STONE AND/OR

FABRIC CORE-WOVEN WIRE SHEATHING SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO

FUNCTION AS INTENDED, DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT,

CONSTRUCTION TRAFFIC DAMAGE, ETC.

4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD THE HEIGHT OF THE BERM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED SITE AND IN

A MANNER AS TO NOT CREATE A SILTATION PROBLEM.

5. DAILY INSPECTION SHALL BE MADE ON SEVERE SERVICE ROCK BERMS; SILT SHALL BE REMOVED

WHEN ACCUMULATION REACHES 6 INCHES.

6. WHEN SITE IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT SHALL BE REMOVED

AND DISPOSED OF IN AN APPROVED MANNER.

FLOW

ADDITIONAL EROSION/SEDIMENTATION CONTROL FOR WORK

IN PAVED AREAS FOR GENERAL PERMIT PROGRAM PROJECTS

NOTES:

1. THE TEMPORARY SPOILS/STOCKPILE STORAGE AREA AND STAGING AREA MAY BE LOCATED

DIRECTLY ADJACENT TO THE EXCAVATION AND ON THE PAVEMENT.

2. ANY SPOIL NOT INTENDED TO BE REUSED WILL BE HAULED TO AN APPROVED OR PERMITTED

DISPOSAL SITE DAILY.

3. INSTALL TRIANGULAR SEDIMENT FILTER DIKE (DETAIL 628S) ACROSS FULL WIDTH OF TRAFFIC

CLOSURE AND DOWNSTREAM OF CONSTRUCTION AREA, PERPENDICULAR TO CURB AND

PLACED TO EFFECTIVELY CATCH AND CONTAIN SEDIMENT LADEN RUNOFF FROM THE

EXCAVATED AREA. FILTER DIKE TO FOLLOW ACTIVE CONSTRUCTION. REMOVING AND

RE-SETTING FILTER DIKE IS CONSIDERED SUBSIDIARY TO BARRICADES AND TRAFFIC HANDLING.

EDGE OF

PROPOSED EXCAVATION

EXISTING PAVING

20 LB SANDBAGS

@ 2' O.C.

EXISTING CURB

AND GUTTER

TRIANGULAR

FILTER DIKE

(CoA STD. 628S)

TEMPORARY

SPOILS AND/OR

STOCKPILE

RUN-OFF FLOW

04/23/2026

05/28/2026

STANDARD ENVIRONMENTAL NOTES:

ADDITIONAL AREAS:

1. ANY ADDITIONAL AREAS REQUIRED FOR CONSTRUCTION OF THIS PROJECT SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR MUST SECURE CITY OF

AUSTIN APPROVAL OF PROPOSED ADDITIONAL AREAS PRIOR TO USE. APPROVAL OF

"CORRECTION REQUEST" MUST BE SECURED FROM THE GENERAL PERMIT PROGRAM

OFFICE OF THE PLANNING AND DEVELOPMENT REVIEW DEPARTMENT.

2. ALL ASSOCIATED PERMITS AND FEES SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

3. IN ORDER TO SECURE APPROVAL FOR USE OF ADDITIONAL AREAS, CONTRACTOR MUST

PROVIDE COMPLETE "CORRECTION REQUEST" SUBMITTAL TO GENERAL PERMIT

PROGRAM OFFICE AND ALLOW A ONE WEEK COMMENT PERIOD FOR EACH REVIEW.

CONTRACTOR SHOULD REQUEST INFORMATION ON THE ELEMENTS REQUIRED TO BE

INCLUDED IN THE SUBMITTAL FROM THE OWNER'S REPRESENTATIVE OR THE GENERAL

PERMIT PROGRAM OFFICE.

4. CONTRACTOR MUST INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROLS AND

TREE PROTECTION FOR ALL SUCH AREAS IN ACCORDANCE WITH THE CITY OF AUSTIN

ENVIRONMENTAL CRITERIA MANUAL AND AS INCLUDED IN THE APPROVED SUBMITTAL

OR DIRECTED IN THE FIELD BY THE GENERAL PERMIT PROGRAM REPRESENTATIVE.

5. A SIGNED COPY OF THE PLANS PERMITTED THROUGH THE GENERAL PERMIT PROGRAM

MUST BE KEPT ON SITE AND ACCESSIBLE AT ALL TIMES DURING PROJECT

CONSTRUCTION.

DEWATERING:

CONTRACTOR IS RESPONSIBLE FOR DEWATERING OF WORK AREA. CONTRACTOR MUST

SECURE CITY OF AUSTIN APPROVAL OF PROPOSED DEWATERING PROCEDURES PRIOR TO

INSTALLATION OR USE. APPROVAL MUST BE SECURED FROM THE GENERAL PERMIT

PROGRAM (GPP) OFFICE OF THE PLANNING AND DEVELOPMENT REVIEW DEPARTMENT.

CONTRACTOR MUST PROVIDE COMPLETE SUBMITTAL TO GPP OFFICE AND ALLOW AN ONE

WEEK (MIN.) COMMENT PERIOD FOR EACH REVIEW. CONTACT THE GPP OFFICE FOR

SUBMITTAL REQUIREMENTS.

FUEL STORAGE:

FUEL STORAGE IS PROHIBITED ON THIS PROJECT. ADDITIONALLY, THE CONTRACTOR IS

REQUIRED TO NOTIFY THE GENERAL PERMIT PROGRAM OFFICE IMMEDIATELY FOLLOWING

ANY SPILL OF FUEL OR OTHER TOXIC MATERIAL. CONTRACTOR IS REQUIRED TO FOLLOW-UP

WITH WRITTEN DOCUMENTATION, INCLUDING A COMPLETE DESCRIPTION OF THE INCIDENT,

MATERIAL SPILLED, AND ACTIONS TAKEN TO CONTAIN AND CLEAN-UP MATERIAL.

FUGITIVE DUST CONTROL:

ALL PROJECTS APPROVED THROUGH THE GENERAL PERMIT PROGRAM (GPP) MUST COMPLY

WITH THE CODE OF THE CITY OF AUSTIN AND THE ENVIRONMENTAL CRITERIA MANUAL

REQUIREMENTS TO CONTROL AIRBORNE DUST. COMPLIANCE IS REQUIRED FOR ENTIRE

PROJECT SITE AS WELL AS ASSOCIATED OPERATIONS. CONTACT THE GPP OFFICE FOR

RECOMMENDED CONTROL METHODS.

SPOILS STORAGE:

NO SPOILS STORAGE IS ALLOWED WITHIN A CRITICAL WATER QUALITY ZONE, A 100-YEAR

FLOODPLAIN, OR ON A SLOPE WITH A GRADIENT OF MORE THAN 15 PERCENT.

E/S CONTROLS FOR BORE / RECEIVING PIT LOCATIONS:

TEMPORARY E/S CONTROLS MUST SURROUND THE ENTIRETY OF BORING OPERATIONS,

INCLUDING PIT, EQUIPMENT, ETC. FOR LOCATIONS WITHIN IMPERVIOUS AREAS, TEMPORARY

CONTROL WILL BE TRIANGULAR FILTER DIKE (COA STANDARD DETAIL #628S). DIKE FLAP WILL

BE CONTINUOUSLY WEIGHTED DOWN THROUGH THE USE OF 1" BY 4" WOOD STRIPS NAILED

TO THE PAVEMENT, EXCEPT FOR THE ACCESS POINT. PLACEMENT OF TEMPORARY E/S

CONTROLS ACROSS ACCESS POINT WILL BE REQUIRED WHENEVER THE SITE IS NOT

ACTIVELY USED. FOR LOCATIONS WITHIN PERVIOUS AREAS, TEMPORARY CONTROL WILL BE

SILT FENCE (COA STANDARD DETAIL #642S-1) OR MULCH SOCKS (COA STANDARD DETAIL

#648S-1), AS INDICATED ON APPROVED PLANS.

SOIL RETENTION BLANKET:

UNLESS OTHERWISE INDICATED IN THE PROJECT DOCUMENTS, INSTALLATION OF SOIL

RETENTION BLANKET WILL BE REQUIRED FOR ALL IMPACTED SLOPES GREATER THAN 3:1

AND ALL IMPACTED AREAS WITHIN DRAINAGE CONVEYANCES. (CITY OF AUSTIN STANDARD

SPECIFICATION ITEM 605S) SOIL RETENTION BLANKET SUBMITTAL MUST BE APPROVED BY

PROJECT ENGINEER AND GENERAL PERMIT PROGRAM (GPP) REPRESENTATIVE PRIOR TO

USE AND MUST INCLUDE PRODUCT AND INSTALLATION DETAILS PROVIDED BY

MAN…

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