THE CITY OF ROUND ROCK · INDEX OF DRAWINGS N S W E G: ... C200-C203 DETAILS DETAILS ... (AWWA...

DRAWINGS

3-00

606 B

RUSH

Y CR

EEK

PHAS

E 5 W

ASTE

WAT

ER LI

NE

for

BRUSHY CREEK PHASE 5 WASTEWATER LINE

GRAPHIC SCALE IN FEET

0 625 1250 2500

COVER SHEETCS

T.B.P.E. REGISTRATION NO. 8053

INDEX OF DRAWINGS

N

S

EW

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606CO

VER.D

WG

, CS CO

VER SH

EET, 4/14/2017 11:26:06 AM

, tgieseke

CITY OF ROUND ROCK, TEXAS

THE CITY OF ROUND ROCK

CITY OF ROUND ROCK

UTILITIES AND ENVIRONMENTAL SERVICES

2008 ENTERPRISE DRİVE

ROUND ROCK, TEXAS 78664

PHONE: 512-218-5555

FAX: 512-218-5536

CITY OFFICIALS:

ALAN MCGRAW MAYOR

CRAIG MORGAN PLACE 1

RENE FLORES PLACE 2

FRANK LEFFINGWELL PLACE 3

WILL PECKHAM PLACE 4

WRIT BAESE PLACE 5

KRIS WHITFIELD PLACE 6

LAURIE HADLEY CITY MANAGER

S

H

7

9

PROJECT

LOCATION

T.B.P.E. Registration No. 8053

PROJECT NOTESC001

C003

CIVIL

GENERAL

LEGENDS, ABBREVIATIONS, & SYMBOLS

WASTEWATER PLAN & PROFILEC101

DETAILSC200-C203

DETAILS

WASTEWATER PLAN & PROFILEC102

WASTEWATER OVERALLC100

NICHOLAS G. KEHL4/14/2017

DATE

TCEQ GENERAL NOTESC002

C

H

I

S

H

O

L

M

T

R

A

I

L

R

O

A

D

IH

-3

5

S

A

M

B

A

S

S

R

O

A

D

R

O

U

N

D

R

O

C

K

A

V

E

N

U

E

AutoCAD SHX Text

UP RR

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

PROJECT NOTES

C001

REV. DESCRIPTION DATE

1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606N

OTES.D

WG

, C001 PRO

JECT N

OTES, 4/14/2017 11:26:19 AM

, tgieseke

PROJECT NO. 3-00606


NICHOLAS G. KEHLDATE4/14/2017

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

PERCENT RETAINED BY WEIGHT

AutoCAD SHX Text

SIEVE SIZE

AutoCAD SHX Text

0-2

AutoCAD SHX Text

1/2"

AutoCAD SHX Text

0

AutoCAD SHX Text

95-100

AutoCAD SHX Text

40-85

AutoCAD SHX Text

#10

AutoCAD SHX Text

#4

AutoCAD SHX Text

3/8"

AutoCAD SHX Text

19. Sand, as described in Specification item 510 pipe, shall not be used as bedding for water and wastewater lines. Acceptable bedding materials are pipe bedding stone, pea gravel and in lieu of sand, a naturally occurring or manufactured stone material

AutoCAD SHX Text

18. The City of Round Rock Fire Department shall be notified 48 hours prior to testing of any building sprinkler piping in order that the Fire Department may monitor such testing.

AutoCAD SHX Text

17. Contact the City of Round Rock for assistance in obtaining existing water and wastewater locations.

AutoCAD SHX Text

conforming to ASTM C33 for stone quality and meeting the following gradation specification.

AutoCAD SHX Text

the City of Round Rock.

AutoCAD SHX Text

3. Silt fences, rock berms, sedimentation basins and similarly recognized techniques and materials shall be employed during construction to prevent point source sedimentation loading of downstream facilities. Such installation shall be regularly inspected

AutoCAD SHX Text

4. All temporary erosion control measures shall not be removed until final inspection and approval of the project by the City. It shall be the responsibility of the Contractor to maintain all temporary erosion control structures and to remove each

AutoCAD SHX Text

by the City of Round Rock for effectiveness. Additional measures may be required if, in the opinion of the City, they are warranted.

AutoCAD SHX Text

2. All disturbed unpaved areas and slopes shall be sodded or seeded with approved grass, grass mixtures or ground cover suitable to the area and season in which they are applied and in accordance with the plans.

AutoCAD SHX Text

1. Erosion control measures, site work and restoration work shall be in accordance with the City of Round Rock Erosion and Sedimentation Control Ordinance.

AutoCAD SHX Text

structure as approved by the City.

AutoCAD SHX Text

21. All wastewater construction shall be in accordance with the Texas Commision on Environmental Quality (TCEQ) Regulations, 30 TAC Chapter 213, 217 and 317, as applicable. Whenever TCEQ and City of Round Rock Specifications conflict, the more stringent

AutoCAD SHX Text

20. The Contractor is hereby notified that connecting to, shutting down, or terminating existing utility lines, may have to occur at off-peak hours. Such hours are usually outside normal working hours and possibly between 12 a.m. and 6 a.m.

AutoCAD SHX Text

2. All pavement markings, markers, paint, traffic buttons, traffic controls and signs shall be installed in accordance with the Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges and, the Texas

AutoCAD SHX Text

1. Any methods, street markings and signage necessary for warning motorists, warning pedestrians or diverting traffic during construction shall conform to the Texas Manual of Uniform Traffic Control Devices for Streets and Highways, latest edition.

AutoCAD SHX Text

EROSION AND SEDIMENTATION CONTROL NOTES:

AutoCAD SHX Text

Manual of Uniform Traffic Control Devices for Streets and Highways, latest editions.

AutoCAD SHX Text

TRAFFIC MARKING NOTES:

AutoCAD SHX Text

shall apply.

AutoCAD SHX Text

Tools for marking the curb shall be provided by the Contractor. Other appropriate means of marking service and valve locations shall be provided in areas without curbs. Such means of marking shall be as specified by the Engineer and accepted by

AutoCAD SHX Text

4. Street rights-of-way shall be graded at a slope of 1/4" per foot toward the curb unless otherwise indicated. However, in no case shall the width of right-of-way at 1/4" per foot slope be less than 10 feet unless a specific request for an alternate

AutoCAD SHX Text

1. All testing shall be done by an independent laboratory at the City's expense unless specified otherwise. Any retesting shall be paid for by the Contractor. A City Inspector shall be present during all tests. Testing shall be coordinated with the City Inspector

AutoCAD SHX Text

3. Depth of cover for all crossings under pavement including gas, electric, telephone, cable tv, water services, etc., shall be a minimum of 30" below subgrade unless otherwise accepted by the City.

AutoCAD SHX Text

2. Backfill behind the curb shall be compacted to obtain a minimum of 95% maximum density to within 3" of top of curb. Material used shall be primarily granular with no rocks larger than 6" in the greatest dimension. The remaining 3" shall be clean

AutoCAD SHX Text

grading scheme is made to and accepted by the City.

AutoCAD SHX Text

topsoil free from all clods and suitable for sustaining plant life.

AutoCAD SHX Text

STREET AND DRAINAGE NOTES:

AutoCAD SHX Text

and he shall be given a minimum of 24 hours notice prior to any testing.

AutoCAD SHX Text

necessary to perform the tests. Quality and pressure testing shall be monitored by City of Round Rock personnel.

AutoCAD SHX Text

11. Sampling taps shall be brought up to 3 feet above grade and shall be easily accessible for City personnel. At the Contractor's request, and in his presence, samples for bacteriological testing will be collected by the City of Round Rock not less than

AutoCAD SHX Text

13. The Contractor shall coordinate testing with the City of Round Rock Inspector and provide no less than 24 hours notice prior to performing sterilization, quality testing or pressure testing.

AutoCAD SHX Text

12. The Contractor, at his expense, shall perform quality testing for all wastewater pipe installed and pressure pipe hydrostatic testing of all water lines constructed and shall provide all equipment (including pumps and gauges), supplies and labor

AutoCAD SHX Text

24 hours after the treated line has been flushed of the concentrated chlorine solution and charged with water approved by the City.

AutoCAD SHX Text

16. All water service, wastewater service and valve locations shall be appropriately marked as follows:

AutoCAD SHX Text

15. All valve boxes and covers shall be cast iron.

AutoCAD SHX Text

14. The Contractor shall not open or close any valves unless authorized by the City of Round Rock.

AutoCAD SHX Text

Where means of flushing is necessary, the Contractor, at his expense, shall provide flushing devices and remove said devices prior to final acceptance by the City of Round Rock.

AutoCAD SHX Text

sterilization procedure. The sterilization procedure shall be monitored by City of Round Rock personnel. Water samples will be collected by the City of Round Rock to verify each treated line has attained an initial chlorine concentration of 50 ppm.

AutoCAD SHX Text

10. The Contractor, at his expense, shall perform sterilization of all potable water lines constructed and shall provide all equipment (including test gauges), supplies (including concentrated chlorine disinfecting material), and necessary labor required for the

AutoCAD SHX Text

9. Line flushing or any activity using a large quantity of water must be scheduled with the City of Round Rock Inspector.

AutoCAD SHX Text

8. The Contractor must obtain a bulk water permit or purchase and install a water meter for all water used during construction. A copy of this permit must be carried at all times by all who use water.

AutoCAD SHX Text

7. All manholes shall be concrete with cast iron ring and cover. All manholes located outside of the pavement shall have bolted covers. Tapping of fiberglass manholes shall not be allowed.

AutoCAD SHX Text

6. The Contractor shall contact the City of Round Rock Inspector to coordinate utility tie-ins and notify him at least 48 hours prior to connecting to existing lines.

AutoCAD SHX Text

3. Unless otherwise directed by the City, depth of cover for all lines out of the pavement shall be 42" minimum and depth of cover for all lines under pavement shall be a minimum of 30" below subgrade.

AutoCAD SHX Text

2. Pipe material for pressure wastewater mains shall be PVC (AWWA C-900, min. class 150), or Ductile Iron (AWWA C-100, min. class 200) as shown in the plans. Pipe material for gravity wastewater mains shall be PVC (ASTM D2241 or D3034, max. DR-26)

AutoCAD SHX Text

1. Pipe material for water mains shall be PVC (AWWA C-900, min. class 200), or Ductile Iron (AWWA C-100, min. class 200) as shown in the plans. Water services (2" or less) shall be polyethylene tubing (black, 200 psi, DR 9).

AutoCAD SHX Text

5. Traffic control in accordance with a designated Traffic Control Plan shall be placed and maintained as necessary during construction for workers and public safety.

AutoCAD SHX Text

5. All iron pipe and fittings shall be wrapped with minimum 8-mil polyethylene and sealed with duct tape or equal accepted by the City.

AutoCAD SHX Text

4. All fire hydrant leads shall be ductile iron pipe (AWWA C-100, min. class 200).

AutoCAD SHX Text

or Ductile Iron (AWWA C-100, min. class 200) as shown in the plans.

AutoCAD SHX Text

WATER AND WASTEWATER NOTES:

AutoCAD SHX Text

6. All R.C.P. shall be minimum class III.

AutoCAD SHX Text

wastewater service = "S" on top of curb

AutoCAD SHX Text

valve = "V" on face of curb

AutoCAD SHX Text

water service = "W" on top of curb

AutoCAD SHX Text

braced or otherwise supported. Furthermore, all trenches less than 5 feet in depth shall also be effectively protected when hazardous ground movement may be expected. Trench safety systems to be utilized for this project

AutoCAD SHX Text

3. If trench safety system details were not provided in the plans because trenches were anticipated to be less than 5 feet in depth and during construction it is found that trenches are in fact 5 feet or more in depth or trenches less than 5 feet in

AutoCAD SHX Text

2. In accordance with the U. S. Occupational Safety and Health Administration regulations, when persons are in trenches 4 feet deep or more, adequate means of exit, such as a ladder or steps, must be provided and located so as to require no

AutoCAD SHX Text

1. In accordance with the Laws of the State of Texas and the U.S. Occupational Safety and Health Administration regulations, all trenches over 5 feet in depth in either hard and compact or soft and unstable soil shall be sloped, shored, sheeted,

AutoCAD SHX Text

12. Available benchmarks (NAVD '88 Datum) that may be utilized for the construction of this project are described as follows:

AutoCAD SHX Text

11. Prior to any construction, the Contractor shall apply for and secure all proper permits from the appropriate authorities.

AutoCAD SHX Text

10. When construction is being carried out within easements, the Contractor shall confine his work to within the permanent and any temporary easements. Prior to final acceptance, the Contractor shall be responsible for removing all trash and debris within

AutoCAD SHX Text

8. The Contractor shall keep accurate records of all construction that deviates from the plans. The Contractor shall furnish the City of Round Rock accurate "As-Built" notated drawings following completion of all construction. These "As-Built"

AutoCAD SHX Text

7. Prior to any construction, a preconstruction conference shall be held between the City of Round Rock, the Engineer, the Contractor, other utility companies, any affected parties and any other entity the City or Engineer may require.

AutoCAD SHX Text

6. All areas disturbed or exposed during construction shall be revegetated in accordance with the plans and specifications. Where not specifically indentified, revegetation of all disturbed or exposed areas shall consist of sodding or seeding, at the Contractor's option.

AutoCAD SHX Text

5. The Contractor shall give the City of Round Rock 48 hours notice before beginning each phase of construction. Contact the assigned Project Manager.

AutoCAD SHX Text

4. Manhole frames, covers, valves, cleanouts, etc. shall be raised to finished grade prior to final paving construction.

AutoCAD SHX Text

3. The Contractor shall verify all depths and locations of existing utilities prior to any construction. Any discrepancies with the construction plans found in the field shall be brought immediately to the attention of the Engineer who shall be reponsible for

AutoCAD SHX Text

2. Any existing utilities, pavement, curbs, sidewalks, structures, trees, etc., not planned for destruction or removal that are damaged or removed shall be repaired or replaced at Contractor's expense.

AutoCAD SHX Text

1. All construction shall be in accordance with the City of Round Rock Standard Specifications Manual.

AutoCAD SHX Text

more than 25 feet of lateral travel.

AutoCAD SHX Text

(will be provided by the Contractor; are on sheet _____, etc.).

AutoCAD SHX Text

TRENCH SAFETY NOTES:

AutoCAD SHX Text

the permanent and temporary easements. Clean-up shall be to the satisfaction of the City.

AutoCAD SHX Text

drawings shall meet with the satisfaction of the City prior to final acceptance.

AutoCAD SHX Text

GENERAL NOTES:

AutoCAD SHX Text

as designed by a professional engineer, are retained.

AutoCAD SHX Text

depth are in an area where hazardous ground movement is expected, all construction shall cease, the trenched area shall be barricaded and the City notified immediately. Construction shall not resume until appropriate trench safety system details,

AutoCAD SHX Text

revising the plans as appropriate.

AutoCAD SHX Text

5. All mud, dirt, rocks, debris, etc., spilled, tracked or otherwise deposited on existing paved streets, drives and areas used by the public shall be cleaned up immediately.

AutoCAD SHX Text

C.I.P. STANDARD CONSTRUCTION NOTES

TCEQ GENERAL NOTES

C002


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606N

OTES.D

WG

, C002 TCEQ

G

EN

ERAL N

OTES, 4/14/2017 11:26:20 AM

, tgieseke

PROJECT NO. 3-00606



AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY ORGANIZED SEWAGE COLLECTION SYSTEM (SCS) GENERAL CONSTRUCTION NOTES 1.THIS ORGANIZED SEWAGE COLLECTION SYSTEM MUST BE DESIGNED AND THIS ORGANIZED SEWAGE COLLECTION SYSTEM MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY'S (TCEQ) EDWARDS AQUIFER RULES 30 TEXAS ADMINISTRATIVE CODE (TAC) §§213.5(C) AND 217.51 - 217.70 AND 30 TAC CHAPTER 217, SUBCHAPTER D, AND THE CITY OF ROUND ROCK STANDARD SPECIFICATIONS. ROUND ROCK STANDARD SPECIFICATIONS. ROUND ROCK STANDARD SPECIFICATIONS. STANDARD SPECIFICATIONS. 2.ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS ALL CONTRACTORS CONDUCTING REGULATED ACTIVITIES ASSOCIATED WITH THIS PROPOSED REGULATED PROJECT MUST BE PROVIDED WITH COPIES OF THE SEWAGE COLLECTION SYSTEM PLAN AND THE TCEQ LETTER INDICATING THE SPECIFIC CONDITIONS OF ITS APPROVAL. DURING THE COURSE OF THESE REGULATED ACTIVITIES, THE CONTRACTORS MUST BE REQUIRED TO KEEP ON-SITE COPIES OF THE PLAN AND THE APPROVAL LETTER. 3.NO LATER THAN 48 HOURS PRIOR TO COMMENCING ANY REGULATED ACTIVITY, THE NO LATER THAN 48 HOURS PRIOR TO COMMENCING ANY REGULATED ACTIVITY, THE APPLICANT OR HIS AGENT MUST NOTIFY THE AUSTIN (REGION 11) REGIONAL OFFICE, AUSTIN (REGION 11) REGIONAL OFFICE, REGIONAL OFFICE, IN WRITING, OF THE DATE ON WHICH THE REGULATED ACTIVITY WILL BEGIN. 4.ANY MODIFICATION TO THE ACTIVITIES DESCRIBED IN THE REFERENCED SCS ANY MODIFICATION TO THE ACTIVITIES DESCRIBED IN THE REFERENCED SCS APPLICATION FOLLOWING THE DATE OF APPROVAL MAY REQUIRE THE SUBMITTAL OF AN SCS APPLICATION TO MODIFY THIS APPROVAL, INCLUDING THE PAYMENT OF APPROPRIATE FEES AND ALL INFORMATION NECESSARY FOR ITS REVIEW AND APPROVAL. 5.ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO CONSTRUCTION, MUST BE MAINTAINED DURING CONSTRUCTION, AND MUST BE REMOVED WHEN SUFFICIENT VEGETATION IS ESTABLISHED TO CONTROL THE EROSION AND SEDIMENTATION AND THE CONSTRUCTION AREA IS STABILIZED. 6.THE SEWER LINE TRENCH DETAILS SHOWING THE CROSS SECTION WITH THE THE SEWER LINE TRENCH DETAILS SHOWING THE CROSS SECTION WITH THE DIMENSIONS, PIPE PLACEMENT, AND BACKFILL INSTRUCTIONS ARE INCLUDED ON PLAN SHEET C201 OF THESE PLANS. ALL SEWER PIPES JOINTS MUST MEET THE C201 OF THESE PLANS. ALL SEWER PIPES JOINTS MUST MEET THE OF THESE PLANS. ALL SEWER PIPES JOINTS MUST MEET THE REQUIREMENTS IN 30 TAC §§217.53(C) AND 217.65. GRAVITY LINES MUST HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS LINES MUST HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS LINES MUST HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS MUST HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS MUST HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS HAVE A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS A SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS SDR 35 OR LESS. PRESSURIZED SEWER SYSTEMS 35 OR LESS. PRESSURIZED SEWER SYSTEMS 35 OR LESS. PRESSURIZED SEWER SYSTEMS OR LESS. PRESSURIZED SEWER SYSTEMS OR LESS. PRESSURIZED SEWER SYSTEMS LESS. PRESSURIZED SEWER SYSTEMS LESS. PRESSURIZED SEWER SYSTEMS PRESSURIZED SEWER SYSTEMS PRESSURIZED SEWER SYSTEMS PRESSURIZED SEWER SYSTEMS SEWER SYSTEMS SEWER SYSTEMS SYSTEMS SYSTEMS MUST HAVE PIPE WITH A MINIMUM WORKING PRESSURE RATING OF 150 PSI. THE ASTM, ANSI, OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS ASTM, ANSI, OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS ASTM, ANSI, OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS ANSI, OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS ANSI, OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS OR AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS AWWA SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS SPECIFICATION NUMBERS FOR THE PIPE(S) AND JOINTS NUMBERS FOR THE PIPE(S) AND JOINTS NUMBERS FOR THE PIPE(S) AND JOINTS FOR THE PIPE(S) AND JOINTS FOR THE PIPE(S) AND JOINTS THE PIPE(S) AND JOINTS THE PIPE(S) AND JOINTS PIPE(S) AND JOINTS PIPE(S) AND JOINTS AND JOINTS AND JOINTS JOINTS JOINTS ARE ASTM D-2241, ASTM D-3139. ASTM D-2241, ASTM D-3139. . THE PIPE MATERIAL, THE PRESSURE CLASSES, AND THE SDR AND/OR DR PIPE MATERIAL, THE PRESSURE CLASSES, AND THE SDR AND/OR DR PIPE MATERIAL, THE PRESSURE CLASSES, AND THE SDR AND/OR DR MATERIAL, THE PRESSURE CLASSES, AND THE SDR AND/OR DR MATERIAL, THE PRESSURE CLASSES, AND THE SDR AND/OR DR THE PRESSURE CLASSES, AND THE SDR AND/OR DR THE PRESSURE CLASSES, AND THE SDR AND/OR DR PRESSURE CLASSES, AND THE SDR AND/OR DR PRESSURE CLASSES, AND THE SDR AND/OR DR CLASSES, AND THE SDR AND/OR DR CLASSES, AND THE SDR AND/OR DR AND THE SDR AND/OR DR AND THE SDR AND/OR DR THE SDR AND/OR DR THE SDR AND/OR DR SDR AND/OR DR SDR AND/OR DR AND/OR DR AND/OR DR DR DR DESIGNATIONS ARE PVC, SDR-26. PVC, SDR-26. . 7.IF ANY SENSITIVE FEATURES ARE DISCOVERED DURING THE WASTEWATER LINE IF ANY SENSITIVE FEATURES ARE DISCOVERED DURING THE WASTEWATER LINE TRENCHING ACTIVITIES, ALL REGULATED ACTIVITIES NEAR THE SENSITIVE FEATURE MUST BE SUSPENDED IMMEDIATELY. THE APPLICANT MUST IMMEDIATELY NOTIFY THE APPROPRIATE REGIONAL OFFICE OF THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY OF THE FEATURE DISCOVERED. A GEOLOGIST'S ASSESSMENT OF THE LOCATION AND EXTENT OF THE FEATURE DISCOVERED MUST BE REPORTED TO THAT REGIONAL OFFICE IN WRITING WITHIN TWO WORKING DAYS. THE APPLICANT MUST SUBMIT A PLAN FOR ENSURING THE STRUCTURAL INTEGRITY OF THE SEWER LINE OR FOR MODIFYING THE PROPOSED COLLECTION SYSTEM ALIGNMENT AROUND THE FEATURE. THE REGULATED ACTIVITIES NEAR THE SENSITIVE FEATURE MAY NOT PROCEED UNTIL THE EXECUTIVE DIRECTOR HAS REVIEWED AND APPROVED THE METHODS PROPOSED TO PROTECT THE SENSITIVE FEATURE AND THE EDWARDS AQUIFER FROM ANY POTENTIALLY ADVERSE IMPACTS TO WATER QUALITY WHILE MAINTAINING THE STRUCTURAL INTEGRITY OF THE LINE. 8.SEWER LINES LOCATED WITHIN OR CROSSING THE 5-YEAR FLOODPLAIN OF A SEWER LINES LOCATED WITHIN OR CROSSING THE 5-YEAR FLOODPLAIN OF A DRAINAGE WAY WILL BE PROTECTED FROM INUNDATION AND STREAM VELOCITIES WHICH COULD CAUSE EROSION AND SCOURING OF BACKFILL. THE TRENCH MUST BE CAPPED WITH CONCRETE TO PREVENT SCOURING OF BACKFILL, OR THE SEWER LINES MUST BE ENCASED IN CONCRETE. ALL CONCRETE SHALL HAVE A MINIMUM THICKNESS OF SIX (6) INCHES. 9.BLASTING PROCEDURES FOR PROTECTION OF EXISTING SEWER LINES AND OTHER BLASTING PROCEDURES FOR PROTECTION OF EXISTING SEWER LINES AND OTHER UTILITIES WILL BE IN ACCORDANCE WITH THE NATIONAL FIRE PROTECTION ASSOCIATION CRITERIA. SAND IS NOT ALLOWED AS BEDDING OR BACKFILL IN TRENCHES THAT HAVE BEEN BLASTED. IF ANY EXISTING SEWER LINES ARE DAMAGED, THE LINES MUST BE REPAIRED AND RETESTED. 10.ALL MANHOLES CONSTRUCTED OR REHABILITATED ON THIS PROJECT MUST HAVE ALL MANHOLES CONSTRUCTED OR REHABILITATED ON THIS PROJECT MUST HAVE WATERTIGHT SIZE ON SIZE RESILIENT CONNECTORS ALLOWING FOR DIFFERENTIAL SETTLEMENT. IF MANHOLES ARE CONSTRUCTED WITHIN THE 100-YEAR FLOODPLAIN, THE COVER MUST HAVE A GASKET AND BE BOLTED TO THE RING. WHERE GASKETED MANHOLE COVERS ARE REQUIRED FOR MORE THAN THREE MANHOLES IN SEQUENCE OR FOR MORE THAN 1500 FEET, ALTERNATE MEANS OF VENTING WILL BE PROVIDED. BRICKS ARE NOT AN ACCEPTABLE CONSTRUCTION MATERIAL FOR ANY PORTION OF THE MANHOLE. THE DIAMETER OF THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE DIAMETER OF THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE DIAMETER OF THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE OF THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE OF THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE MANHOLES MUST BE A MINIMUM OF FOUR FEET AND THE MUST BE A MINIMUM OF FOUR FEET AND THE MUST BE A MINIMUM OF FOUR FEET AND THE BE A MINIMUM OF FOUR FEET AND THE BE A MINIMUM OF FOUR FEET AND THE A MINIMUM OF FOUR FEET AND THE A MINIMUM OF FOUR FEET AND THE MINIMUM OF FOUR FEET AND THE MINIMUM OF FOUR FEET AND THE OF FOUR FEET AND THE OF FOUR FEET AND THE FOUR FEET AND THE FOUR FEET AND THE FEET AND THE FEET AND THE AND THE AND THE THE THE MANHOLE FOR ENTRY MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 FOR ENTRY MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 FOR ENTRY MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 ENTRY MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 ENTRY MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 MUST HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 HAVE A MINIMUM CLEAR OPENING DIAMETER OF 30 A MINIMUM CLEAR OPENING DIAMETER OF 30 A MINIMUM CLEAR OPENING DIAMETER OF 30 MINIMUM CLEAR OPENING DIAMETER OF 30 MINIMUM CLEAR OPENING DIAMETER OF 30 CLEAR OPENING DIAMETER OF 30 CLEAR OPENING DIAMETER OF 30 OPENING DIAMETER OF 30 OPENING DIAMETER OF 30 DIAMETER OF 30 DIAMETER OF 30 OF 30 OF 30 30 30 INCHES. THESE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE THESE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE THESE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE THESE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE DIMENSIONS AND OTHER DETAILS SHOWING COMPLIANCE WITH THE AND OTHER DETAILS SHOWING COMPLIANCE WITH THE AND OTHER DETAILS SHOWING COMPLIANCE WITH THE OTHER DETAILS SHOWING COMPLIANCE WITH THE OTHER DETAILS SHOWING COMPLIANCE WITH THE DETAILS SHOWING COMPLIANCE WITH THE DETAILS SHOWING COMPLIANCE WITH THE SHOWING COMPLIANCE WITH THE SHOWING COMPLIANCE WITH THE COMPLIANCE WITH THE COMPLIANCE WITH THE WITH THE WITH THE THE THE COMMISSION'S RULES CONCERNING MANHOLES AND SEWER LINE/MANHOLE INVERTS RULES CONCERNING MANHOLES AND SEWER LINE/MANHOLE INVERTS RULES CONCERNING MANHOLES AND SEWER LINE/MANHOLE INVERTS CONCERNING MANHOLES AND SEWER LINE/MANHOLE INVERTS CONCERNING MANHOLES AND SEWER LINE/MANHOLE INVERTS MANHOLES AND SEWER LINE/MANHOLE INVERTS MANHOLES AND SEWER LINE/MANHOLE INVERTS AND SEWER LINE/MANHOLE INVERTS AND SEWER LINE/MANHOLE INVERTS SEWER LINE/MANHOLE INVERTS SEWER LINE/MANHOLE INVERTS LINE/MANHOLE INVERTS LINE/MANHOLE INVERTS INVERTS INVERTS DESCRIBED IN 30 TAC §217.55 ARE INCLUDED ON PLAN SHEET C200. C200. . IT IS SUGGESTED THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP IS SUGGESTED THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP IS SUGGESTED THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP SUGGESTED THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP SUGGESTED THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP THAT ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP ENTRANCE INTO MANHOLES IN EXCESS OF FOUR FEET DEEP INTO MANHOLES IN EXCESS OF FOUR FEET DEEP INTO MANHOLES IN EXCESS OF FOUR FEET DEEP MANHOLES IN EXCESS OF FOUR FEET DEEP MANHOLES IN EXCESS OF FOUR FEET DEEP IN EXCESS OF FOUR FEET DEEP IN EXCESS OF FOUR FEET DEEP EXCESS OF FOUR FEET DEEP EXCESS OF FOUR FEET DEEP OF FOUR FEET DEEP OF FOUR FEET DEEP FOUR FEET DEEP FOUR FEET DEEP FEET DEEP FEET DEEP DEEP DEEP BE ACCOMPLISHED BY MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS ACCOMPLISHED BY MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS ACCOMPLISHED BY MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS BY MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS BY MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS MEANS OF A PORTABLE LADDER. THE INCLUSION OF STEPS OF A PORTABLE LADDER. THE INCLUSION OF STEPS OF A PORTABLE LADDER. THE INCLUSION OF STEPS A PORTABLE LADDER. THE INCLUSION OF STEPS A PORTABLE LADDER. THE INCLUSION OF STEPS PORTABLE LADDER. THE INCLUSION OF STEPS PORTABLE LADDER. THE INCLUSION OF STEPS LADDER. THE INCLUSION OF STEPS LADDER. THE INCLUSION OF STEPS THE INCLUSION OF STEPS THE INCLUSION OF STEPS THE INCLUSION OF STEPS INCLUSION OF STEPS INCLUSION OF STEPS OF STEPS OF STEPS STEPS STEPS IN A MANHOLE IS PROHIBITED. 11.WHERE WATER LINES AND NEW SEWER LINE ARE INSTALLED WITH A SEPARATION WHERE WATER LINES AND NEW SEWER LINE ARE INSTALLED WITH A SEPARATION DISTANCE CLOSER THAN NINE FEET (I.E., WATER LINES CROSSING WASTEWATER LINES, WATER LINES PARALLELING WASTEWATER LINES, OR WATER LINES NEXT TO MANHOLES) THE INSTALLATION MUST MEET THE REQUIREMENTS OF 30 TAC §217.53(D) (PIPE DESIGN) AND 30 TAC §290.44(E) (WATER DISTRIBUTION). 12.WHERE SEWERS LINES DEVIATE FROM STRAIGHT ALIGNMENT AND UNIFORM GRADE ALL WHERE SEWERS LINES DEVIATE FROM STRAIGHT ALIGNMENT AND UNIFORM GRADE ALL CURVATURE OF SEWER PIPE MUST BE ACHIEVED BY THE FOLLOWING PROCEDURE WHICH IS RECOMMENDED BY THE PIPE MANUFACTURER: CURVED PIPE NOT CURVED PIPE NOT PROPOSED. . IF PIPE FLEXURE IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION PIPE FLEXURE IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION PIPE FLEXURE IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION FLEXURE IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION FLEXURE IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION IS PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION PROPOSED, THE FOLLOWING METHOD OF PREVENTING DEFLECTION THE FOLLOWING METHOD OF PREVENTING DEFLECTION THE FOLLOWING METHOD OF PREVENTING DEFLECTION FOLLOWING METHOD OF PREVENTING DEFLECTION FOLLOWING METHOD OF PREVENTING DEFLECTION METHOD OF PREVENTING DEFLECTION METHOD OF PREVENTING DEFLECTION OF PREVENTING DEFLECTION OF PREVENTING DEFLECTION PREVENTING DEFLECTION PREVENTING DEFLECTION DEFLECTION DEFLECTION OF THE JOINT MUST BE USED: PIPE FLEXURE NOT PROPOSED. PIPE FLEXURE NOT PROPOSED. . SPECIFIC CARE MUST BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE CARE MUST BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE CARE MUST BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE MUST BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE MUST BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE BE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE TAKEN TO ENSURE THAT THE JOINT IS PLACED IN THE TO ENSURE THAT THE JOINT IS PLACED IN THE TO ENSURE THAT THE JOINT IS PLACED IN THE ENSURE THAT THE JOINT IS PLACED IN THE ENSURE THAT THE JOINT IS PLACED IN THE THAT THE JOINT IS PLACED IN THE THAT THE JOINT IS PLACED IN THE THE JOINT IS PLACED IN THE THE JOINT IS PLACED IN THE JOINT IS PLACED IN THE JOINT IS PLACED IN THE IS PLACED IN THE IS PLACED IN THE PLACED IN THE PLACED IN THE IN THE IN THE THE THE CENTER OF THE TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC OF THE TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC OF THE TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC THE TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC THE TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC TRENCH AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC AND PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC PROPERLY BEDDED IN ACCORDANCE WITH 30 TAC BEDDED IN ACCORDANCE WITH 30 TAC BEDDED IN ACCORDANCE WITH 30 TAC IN ACCORDANCE WITH 30 TAC IN ACCORDANCE WITH 30 TAC ACCORDANCE WITH 30 TAC ACCORDANCE WITH 30 TAC WITH 30 TAC WITH 30 TAC 30 TAC 30 TAC TAC TAC §217.54. 13.NEW SEWAGE COLLECTION SYSTEM LINES MUST BE CONSTRUCTED WITH STUB OUTS NEW SEWAGE COLLECTION SYSTEM LINES MUST BE CONSTRUCTED WITH STUB OUTS FOR THE CONNECTION OF ANTICIPATED EXTENSIONS. THE LOCATION OF SUCH STUB OUTS MUST BE MARKED ON THE GROUND SUCH THAT THEIR LOCATION CAN BE EASILY DETERMINED AT THE TIME OF CONNECTION OF THE EXTENSIONS. SUCH STUB OUTS MUST BE MANUFACTURED WYES OR TEES THAT ARE COMPATIBLE IN SIZE AND MATERIAL WITH BOTH THE SEWER LINE AND THE EXTENSION. AT THE TIME OF ORIGINAL CONSTRUCTION, NEW STUB-OUTS MUST BE CONSTRUCTED SUFFICIENTLY TO EXTEND BEYOND THE END OF THE STREET PAVEMENT. ALL STUB-OUTS MUST BE SEALED WITH A MANUFACTURED CAP TO PREVENT LEAKAGE. EXTENSIONS THAT WERE NOT ANTICIPATED AT THE TIME OF ORIGINAL CONSTRUCTION OR THAT ARE TO BE CONNECTED TO AN EXISTING SEWER LINE NOT FURNISHED WITH STUB OUTS MUST BE CONNECTED USING A MANUFACTURED SADDLE AND IN ACCORDANCE WITH ACCEPTED PLUMBING TECHNIQUES. IF NO STUB-OUT IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN NO STUB-OUT IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN NO STUB-OUT IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN STUB-OUT IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN STUB-OUT IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN IS PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN PRESENT AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN AN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN ALTERNATE METHOD OF JOINING LATERALS IS SHOWN METHOD OF JOINING LATERALS IS SHOWN METHOD OF JOINING LATERALS IS SHOWN OF JOINING LATERALS IS SHOWN OF JOINING LATERALS IS SHOWN JOINING LATERALS IS SHOWN JOINING LATERALS IS SHOWN LATERALS IS SHOWN LATERALS IS SHOWN IS SHOWN IS SHOWN SHOWN SHOWN IN THE DETAIL ON PLAN SHEET N/A. (FOR POTENTIAL FUTURE LATERALS). N/A. (FOR POTENTIAL FUTURE LATERALS). . (FOR POTENTIAL FUTURE LATERALS). THE PRIVATE SERVICE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE PRIVATE SERVICE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE PRIVATE SERVICE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE SERVICE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE SERVICE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE LATERAL STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE STUB-OUTS MUST BE INSTALLED AS SHOWN ON THE MUST BE INSTALLED AS SHOWN ON THE MUST BE INSTALLED AS SHOWN ON THE BE INSTALLED AS SHOWN ON THE BE INSTALLED AS SHOWN ON THE INSTALLED AS SHOWN ON THE INSTALLED AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE PLAN AND PROFILE SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING AND PROFILE SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING AND PROFILE SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING PROFILE SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING PROFILE SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING SHEETS ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING ON PLAN SHEET N/A AND MARKED AFTER BACKFILLING PLAN SHEET N/A AND MARKED AFTER BACKFILLING PLAN SHEET N/A AND MARKED AFTER BACKFILLING SHEET N/A AND MARKED AFTER BACKFILLING SHEET N/A AND MARKED AFTER BACKFILLING N/A AND MARKED AFTER BACKFILLING N/A AND MARKED AFTER BACKFILLING AND MARKED AFTER BACKFILLING AND MARKED AFTER BACKFILLING MARKED AFTER BACKFILLING MARKED AFTER BACKFILLING AFTER BACKFILLING AFTER BACKFILLING BACKFILLING BACKFILLING AS SHOWN IN THE DETAIL ON PLAN SHEET N/A. N/A. . 14.TRENCHING, BEDDING AND BACKFILL MUST CONFORM WITH 30 TAC §217.54. THE TRENCHING, BEDDING AND BACKFILL MUST CONFORM WITH 30 TAC §217.54. THE BEDDING AND BACKFILL FOR FLEXIBLE PIPE MUST COMPLY WITH THE STANDARDS OF ASTM D-2321, CLASSES IA, IB, II OR III. RIGID PIPE BEDDING MUST COMPLY WITH THE REQUIREMENTS OF ASTM C 12 (ANSI A 106.2) CLASSES A, B OR C. 15.SEWER LINES MUST BE TESTED FROM MANHOLE TO MANHOLE. WHEN A NEW SEWER SEWER LINES MUST BE TESTED FROM MANHOLE TO MANHOLE. WHEN A NEW SEWER LINE IS CONNECTED TO AN EXISTING STUB OR CLEAN-OUT, IT MUST BE TESTED FROM EXISTING MANHOLE TO NEW MANHOLE. IF A STUB OR CLEAN-OUT IS USED AT THE END OF THE PROPOSED SEWER LINE, NO PRIVATE SERVICE ATTACHMENTS MAY BE CONNECTED BETWEEN THE LAST MANHOLE AND THE CLEANOUT UNLESS IT CAN BE CERTIFIED AS CONFORMING WITH THE PROVISIONS OF 30 TAC §213.5(C)(3)(E). 16.ALL SEWER LINES MUST BE TESTED IN ACCORDANCE WITH 30 TAC §217.57. THE ALL SEWER LINES MUST BE TESTED IN ACCORDANCE WITH 30 TAC §217.57. THE ENGINEER MUST RETAIN COPIES OF ALL TEST RESULTS WHICH MUST BE MADE AVAILABLE TO THE EXECUTIVE DIRECTOR UPON REQUEST. THE ENGINEER MUST CERTIFY IN WRITING THAT ALL WASTEWATER LINES HAVE PASSED ALL REQUIRED TESTING TO THE APPROPRIATE REGIONAL OFFICE WITHIN 30 DAYS OF TEST COMPLETION AND PRIOR TO USE OF THE NEW COLLECTION SYSTEM. TESTING METHOD WILL BE: (a)FOR A COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY FOR A COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY A COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY A COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY COLLECTION SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY SYSTEM PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY PIPE THAT WILL TRANSPORT WASTEWATER BY GRAVITY THAT WILL TRANSPORT WASTEWATER BY GRAVITY THAT WILL TRANSPORT WASTEWATER BY GRAVITY WILL TRANSPORT WASTEWATER BY GRAVITY WILL TRANSPORT WASTEWATER BY GRAVITY TRANSPORT WASTEWATER BY GRAVITY TRANSPORT WASTEWATER BY GRAVITY WASTEWATER BY GRAVITY WASTEWATER BY GRAVITY BY GRAVITY BY GRAVITY GRAVITY GRAVITY FLOW, THE DESIGN MUST SPECIFY AN INFILTRATION AND EXFILTRATION TEST OR A MUST SPECIFY AN INFILTRATION AND EXFILTRATION TEST OR A SPECIFY AN INFILTRATION AND EXFILTRATION TEST OR A SPECIFY AN INFILTRATION AND EXFILTRATION TEST OR A AN INFILTRATION AND EXFILTRATION TEST OR A AN INFILTRATION AND EXFILTRATION TEST OR A INFILTRATION AND EXFILTRATION TEST OR A INFILTRATION AND EXFILTRATION TEST OR A AND EXFILTRATION TEST OR A AND EXFILTRATION TEST OR A EXFILTRATION TEST OR A EXFILTRATION TEST OR A TEST OR A TEST OR A OR A OR A A A LOW-PRESSURE AIR TEST. A TEST MUST CONFORM TO THE FOLLOWING CONFORM TO THE FOLLOWING TO THE FOLLOWING TO THE FOLLOWING THE FOLLOWING THE FOLLOWING FOLLOWING FOLLOWING REQUIREMENTS: (1)LOW PRESSURE AIR TEST. LOW PRESSURE AIR TEST. (A)A LOW PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN A LOW PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN LOW PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN LOW PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN PRESSURE AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN AIR TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN TEST MUST FOLLOW THE PROCEDURES DESCRIBED IN MUST FOLLOW THE PROCEDURES DESCRIBED IN MUST FOLLOW THE PROCEDURES DESCRIBED IN FOLLOW THE PROCEDURES DESCRIBED IN FOLLOW THE PROCEDURES DESCRIBED IN THE PROCEDURES DESCRIBED IN THE PROCEDURES DESCRIBED IN PROCEDURES DESCRIBED IN PROCEDURES DESCRIBED IN DESCRIBED IN DESCRIBED IN IN IN AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR SOCIETY FOR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR SOCIETY FOR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR FOR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR FOR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR TESTING AND MATERIALS (ASTM) C-828, ASTM C-924, OR AND MATERIALS (ASTM) C-828, ASTM C-924, OR AND MATERIALS (ASTM) C-828, ASTM C-924, OR MATERIALS (ASTM) C-828, ASTM C-924, OR MATERIALS (ASTM) C-828, ASTM C-924, OR (ASTM) C-828, ASTM C-924, OR (ASTM) C-828, ASTM C-924, OR C-828, ASTM C-924, OR C-828, ASTM C-924, OR ASTM C-924, OR ASTM C-924, OR C-924, OR C-924, OR OR OR ASTM F-1417 OR OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, F-1417 OR OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, F-1417 OR OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, OR OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, OR OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, OTHER PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, PROCEDURE APPROVED BY THE EXECUTIVE DIRECTOR, APPROVED BY THE EXECUTIVE DIRECTOR, APPROVED BY THE EXECUTIVE DIRECTOR, BY THE EXECUTIVE DIRECTOR, BY THE EXECUTIVE DIRECTOR, THE EXECUTIVE DIRECTOR, THE EXECUTIVE DIRECTOR, EXECUTIVE DIRECTOR, EXECUTIVE DIRECTOR, DIRECTOR, DIRECTOR, EXCEPT AS TO TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) AS TO TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) AS TO TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) TO TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) TO TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) TESTING TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) TIMES AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) AS REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) REQUIRED IN TABLE C.3 IN SUBPARAGRAPH (C) IN TABLE C.3 IN SUBPARAGRAPH (C) IN TABLE C.3 IN SUBPARAGRAPH (C) TABLE C.3 IN SUBPARAGRAPH (C) TABLE C.3 IN SUBPARAGRAPH (C) C.3 IN SUBPARAGRAPH (C) C.3 IN SUBPARAGRAPH (C) IN SUBPARAGRAPH (C) IN SUBPARAGRAPH (C) SUBPARAGRAPH (C) SUBPARAGRAPH (C) (C) (C) OF THIS PARAGRAPH OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS THIS PARAGRAPH OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS THIS PARAGRAPH OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS PARAGRAPH OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS PARAGRAPH OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS OR EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS EQUATION C.3 IN SUBPARAGRAPH (B)(II) OF THIS C.3 IN SUBPARAGRAPH (B)(II) OF THIS C.3 IN SUBPARAGRAPH (B)(II) OF THIS IN SUBPARAGRAPH (B)(II) OF THIS IN SUBPARAGRAPH (B)(II) OF THIS SUBPARAGRAPH (B)(II) OF THIS SUBPARAGRAPH (B)(II) OF THIS (B)(II) OF THIS (B)(II) OF THIS OF THIS OF THIS THIS THIS PARAGRAPH. (B)FOR SECTIONS OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE FOR SECTIONS OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE SECTIONS OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE SECTIONS OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE OF COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE COLLECTION SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE SYSTEM PIPE LESS THAN 36 INCH AVERAGE INSIDE PIPE LESS THAN 36 INCH AVERAGE INSIDE PIPE LESS THAN 36 INCH AVERAGE INSIDE LESS THAN 36 INCH AVERAGE INSIDE LESS THAN 36 INCH AVERAGE INSIDE THAN 36 INCH AVERAGE INSIDE THAN 36 INCH AVERAGE INSIDE 36 INCH AVERAGE INSIDE 36 INCH AVERAGE INSIDE INCH AVERAGE INSIDE INCH AVERAGE INSIDE AVERAGE INSIDE AVERAGE INSIDE INSIDE INSIDE DIAMETER, THE FOLLOWING PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE THE FOLLOWING PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE THE FOLLOWING PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE FOLLOWING PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE FOLLOWING PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE PROCEDURE MUST APPLY, UNLESS A PIPE IS TO BE MUST APPLY, UNLESS A PIPE IS TO BE MUST APPLY, UNLESS A PIPE IS TO BE APPLY, UNLESS A PIPE IS TO BE APPLY, UNLESS A PIPE IS TO BE UNLESS A PIPE IS TO BE UNLESS A PIPE IS TO BE A PIPE IS TO BE A PIPE IS TO BE PIPE IS TO BE PIPE IS TO BE IS TO BE IS TO BE TO BE TO BE BE BE TESTED AS REQUIRED BY PARAGRAPH (2) OF THIS SUBSECTION. (i)A PIPE MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER A PIPE MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER PIPE MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER PIPE MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER MUST BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER BE PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER PRESSURIZED TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER TO 3.5 POUNDS PER SQUARE INCH (PSI) GREATER 3.5 POUNDS PER SQUARE INCH (PSI) GREATER 3.5 POUNDS PER SQUARE INCH (PSI) GREATER POUNDS PER SQUARE INCH (PSI) GREATER POUNDS PER SQUARE INCH (PSI) GREATER PER SQUARE INCH (PSI) GREATER PER SQUARE INCH (PSI) GREATER SQUARE INCH (PSI) GREATER SQUARE INCH (PSI) GREATER INCH (PSI) GREATER INCH (PSI) GREATER (PSI) GREATER (PSI) GREATER GREATER GREATER THAN THE PRESSURE EXERTED BY GROUNDWATER ABOVE THE PIPE. (ii)ONCE THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE ONCE THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE PRESSURE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE IS STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE STABILIZED, THE MINIMUM TIME ALLOWABLE FOR THE THE MINIMUM TIME ALLOWABLE FOR THE THE MINIMUM TIME ALLOWABLE FOR THE MINIMUM TIME ALLOWABLE FOR THE MINIMUM TIME ALLOWABLE FOR THE TIME ALLOWABLE FOR THE TIME ALLOWABLE FOR THE ALLOWABLE FOR THE ALLOWABLE FOR THE FOR THE FOR THE THE THE PRESSURE TO DROP FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM TO DROP FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM TO DROP FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM DROP FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM DROP FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM 3.5 PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM PSI GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM GAUGE TO 2.5 PSI GAUGE IS COMPUTED FROM TO 2.5 PSI GAUGE IS COMPUTED FROM TO 2.5 PSI GAUGE IS COMPUTED FROM 2.5 PSI GAUGE IS COMPUTED FROM 2.5 PSI GAUGE IS COMPUTED FROM PSI GAUGE IS COMPUTED FROM PSI GAUGE IS COMPUTED FROM GAUGE IS COMPUTED FROM GAUGE IS COMPUTED FROM IS COMPUTED FROM IS COMPUTED FROM COMPUTED FROM COMPUTED FROM COMPUTED FROM FROM FROM THE FOLLOWING EQUATION: EQUATION C.3 T = (0.085 x D x K) / Q WHERE: T =TIME FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE TIME FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE FOR PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE PRESSURE TO DROP 1.0 POUND PER SQUARE INCH GAUGE TO DROP 1.0 POUND PER SQUARE INCH GAUGE TO DROP 1.0 POUND PER SQUARE INCH GAUGE DROP 1.0 POUND PER SQUARE INCH GAUGE DROP 1.0 POUND PER SQUARE INCH GAUGE 1.0 POUND PER SQUARE INCH GAUGE 1.0 POUND PER SQUARE INCH GAUGE POUND PER SQUARE INCH GAUGE POUND PER SQUARE INCH GAUGE PER SQUARE INCH GAUGE PER SQUARE INCH GAUGE SQUARE INCH GAUGE SQUARE INCH GAUGE INCH GAUGE INCH GAUGE GAUGE GAUGE IN SECONDS K =0.000419 X D X L, BUT NOT LESS THAN 1.0 0.000419 X D X L, BUT NOT LESS THAN 1.0 D =AVERAGE INSIDE PIPE DIAMETER IN INCHES AVERAGE INSIDE PIPE DIAMETER IN INCHES L =LENGTH OF LINE OF SAME SIZE BEING TESTED, IN FEET LENGTH OF LINE OF SAME SIZE BEING TESTED, IN FEET Q =RATE OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT RATE OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT OF LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT LOSS, 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT CUBIC FEET PER MINUTE PER SQUARE FOOT CUBIC FEET PER MINUTE PER SQUARE FOOT FEET PER MINUTE PER SQUARE FOOT FEET PER MINUTE PER SQUARE FOOT PER MINUTE PER SQUARE FOOT PER MINUTE PER SQUARE FOOT MINUTE PER SQUARE FOOT MINUTE PER SQUARE FOOT PER SQUARE FOOT PER SQUARE FOOT SQUARE FOOT SQUARE FOOT FOOT FOOT INTERNAL SURFACE (C)SINCE A K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING SINCE A K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING A K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING A K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING K VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING VALUE OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING OF LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING LESS THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING THAN 1.0 MAY NOT BE USED, THE MINIMUM TESTING 1.0 MAY NOT BE USED, THE MINIMUM TESTING 1.0 MAY NOT BE USED, THE MINIMUM TESTING MAY NOT BE USED, THE MINIMUM TESTING MAY NOT BE USED, THE MINIMUM TESTING NOT BE USED, THE MINIMUM TESTING NOT BE USED, THE MINIMUM TESTING BE USED, THE MINIMUM TESTING BE USED, THE MINIMUM TESTING USED, THE MINIMUM TESTING USED, THE MINIMUM TESTING THE MINIMUM TESTING THE MINIMUM TESTING MINIMUM TESTING MINIMUM TESTING TESTING TESTING TIME FOR EACH PIPE DIAMETER IS SHOWN IN THE FOLLOWING TABLE C.3: (D)AN OWNER MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE AN OWNER MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE OWNER MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE OWNER MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE MAY STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE STOP A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE A TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE TEST IF NO PRESSURE LOSS HAS OCCURRED DURING THE IF NO PRESSURE LOSS HAS OCCURRED DURING THE IF NO PRESSURE LOSS HAS OCCURRED DURING THE NO PRESSURE LOSS HAS OCCURRED DURING THE NO PRESSURE LOSS HAS OCCURRED DURING THE PRESSURE LOSS HAS OCCURRED DURING THE PRESSURE LOSS HAS OCCURRED DURING THE LOSS HAS OCCURRED DURING THE LOSS HAS OCCURRED DURING THE HAS OCCURRED DURING THE HAS OCCURRED DURING THE OCCURRED DURING THE OCCURRED DURING THE DURING THE DURING THE THE THE FIRST 25% OF THE CALCULATED TESTING TIME. (E)IF ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A IF ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A ANY PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A PRESSURE LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A LOSS OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A OR LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A LEAKAGE HAS OCCURRED DURING THE FIRST 25% OF A HAS OCCURRED DURING THE FIRST 25% OF A HAS OCCURRED DURING THE FIRST 25% OF A OCCURRED DURING THE FIRST 25% OF A OCCURRED DURING THE FIRST 25% OF A DURING THE FIRST 25% OF A DURING THE FIRST 25% OF A THE FIRST 25% OF A THE FIRST 25% OF A FIRST 25% OF A FIRST 25% OF A 25% OF A 25% OF A OF A OF A A A TESTING PERIOD, THEN THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION PERIOD, THEN THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION PERIOD, THEN THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION THEN THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION THEN THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION THE TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION TEST MUST CONTINUE FOR THE ENTIRE TEST DURATION MUST CONTINUE FOR THE ENTIRE TEST DURATION MUST CONTINUE FOR THE ENTIRE TEST DURATION CONTINUE FOR THE ENTIRE TEST DURATION CONTINUE FOR THE ENTIRE TEST DURATION FOR THE ENTIRE TEST DURATION FOR THE ENTIRE TEST DURATION THE ENTIRE TEST DURATION THE ENTIRE TEST DURATION ENTIRE TEST DURATION ENTIRE TEST DURATION TEST DURATION TEST DURATION DURATION DURATION AS OUTLINED ABOVE OR UNTIL FAILURE. (F)WASTEWATER COLLECTION SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE WASTEWATER COLLECTION SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE COLLECTION SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE COLLECTION SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE SYSTEM PIPES WITH A 27 INCH OR LARGER AVERAGE PIPES WITH A 27 INCH OR LARGER AVERAGE PIPES WITH A 27 INCH OR LARGER AVERAGE WITH A 27 INCH OR LARGER AVERAGE WITH A 27 INCH OR LARGER AVERAGE A 27 INCH OR LARGER AVERAGE A 27 INCH OR LARGER AVERAGE 27 INCH OR LARGER AVERAGE 27 INCH OR LARGER AVERAGE INCH OR LARGER AVERAGE INCH OR LARGER AVERAGE OR LARGER AVERAGE OR LARGER AVERAGE LARGER AVERAGE LARGER AVERAGE AVERAGE AVERAGE INSIDE DIAMETER MAY BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE DIAMETER MAY BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE DIAMETER MAY BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE MAY BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE MAY BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE BE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE AIR TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE TESTED AT EACH JOINT INSTEAD OF FOLLOWING THE AT EACH JOINT INSTEAD OF FOLLOWING THE AT EACH JOINT INSTEAD OF FOLLOWING THE EACH JOINT INSTEAD OF FOLLOWING THE EACH JOINT INSTEAD OF FOLLOWING THE JOINT INSTEAD OF FOLLOWING THE JOINT INSTEAD OF FOLLOWING THE INSTEAD OF FOLLOWING THE INSTEAD OF FOLLOWING THE OF FOLLOWING THE OF FOLLOWING THE FOLLOWING THE FOLLOWING THE THE THE PROCEDURE OUTLINED IN THIS SECTION. (G)A TESTING PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 A TESTING PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 TESTING PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 TESTING PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 PROCEDURE FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 FOR PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 PIPE WITH AN INSIDE DIAMETER GREATER THAN 33 WITH AN INSIDE DIAMETER GREATER THAN 33 WITH AN INSIDE DIAMETER GREATER THAN 33 AN INSIDE DIAMETER GREATER THAN 33 AN INSIDE DIAMETER GREATER THAN 33 INSIDE DIAMETER GREATER THAN 33 INSIDE DIAMETER GREATER THAN 33 DIAMETER GREATER THAN 33 DIAMETER GREATER THAN 33 GREATER THAN 33 GREATER THAN 33 THAN 33 THAN 33 33 33 INCHES MUST BE APPROVED BY THE EXECUTIVE DIRECTOR. (2)INFILTRATION/EXFILTRATION TEST. INFILTRATION/EXFILTRATION TEST. (A)THE TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST THE TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST DETERMINED BY A HYDROSTATIC HEAD TEST, MUST DETERMINED BY A HYDROSTATIC HEAD TEST, MUST BY A HYDROSTATIC HEAD TEST, MUST BY A HYDROSTATIC HEAD TEST, MUST A HYDROSTATIC HEAD TEST, MUST A HYDROSTATIC HEAD TEST, MUST HYDROSTATIC HEAD TEST, MUST HYDROSTATIC HEAD TEST, MUST HEAD TEST, MUST HEAD TEST, MUST TEST, MUST TEST, MUST MUST MUST NOT EXCEED 50 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 EXCEED 50 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 EXCEED 50 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 50 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 50 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 GALLONS PER INCH OF DIAMETER PER MILE OF PIPE PER 24 PER INCH OF DIAMETER PER MILE OF PIPE PER 24 PER INCH OF DIAMETER PER MILE OF PIPE PER 24 INCH OF DIAMETER PER MILE OF PIPE PER 24 INCH OF DIAMETER PER MILE OF PIPE PER 24 OF DIAMETER PER MILE OF PIPE PER 24 OF DIAMETER PER MILE OF PIPE PER 24 DIAMETER PER MILE OF PIPE PER 24 DIAMETER PER MILE OF PIPE PER 24 PER MILE OF PIPE PER 24 PER MILE OF PIPE PER 24 MILE OF PIPE PER 24 MILE OF PIPE PER 24 OF PIPE PER 24 OF PIPE PER 24 PIPE PER 24 PIPE PER 24 PER 24 PER 24 24 24 HOURS AT A MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT AT A MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT AT A MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT A MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT A MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT MINIMUM TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT TEST HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT HEAD OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT OF 2.0 FEET ABOVE THE CROWN OF A PIPE AT 2.0 FEET ABOVE THE CROWN OF A PIPE AT 2.0 FEET ABOVE THE CROWN OF A PIPE AT FEET ABOVE THE CROWN OF A PIPE AT FEET ABOVE THE CROWN OF A PIPE AT ABOVE THE CROWN OF A PIPE AT ABOVE THE CROWN OF A PIPE AT THE CROWN OF A PIPE AT THE CROWN OF A PIPE AT CROWN OF A PIPE AT CROWN OF A PIPE AT OF A PIPE AT OF A PIPE AT A PIPE AT A PIPE AT PIPE AT PIPE AT AT AT AN UPSTREAM MANHOLE. (B)AN OWNER SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST AN OWNER SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST OWNER SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST OWNER SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST SHALL USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST USE AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST AN INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST INFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST TEST IN LIEU OF AN EXFILTRATION TEST TEST IN LIEU OF AN EXFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST IN LIEU OF AN EXFILTRATION TEST LIEU OF AN EXFILTRATION TEST LIEU OF AN EXFILTRATION TEST OF AN EXFILTRATION TEST OF AN EXFILTRATION TEST AN EXFILTRATION TEST AN EXFILTRATION TEST EXFILTRATION TEST EXFILTRATION TEST TEST TEST WHEN PIPES ARE INSTALLED BELOW THE GROUNDWATER LEVEL. (C)THE TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST THE TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST TOTAL EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST EXFILTRATION, AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST AS DETERMINED BY A HYDROSTATIC HEAD TEST, MUST DETERMINED BY A HYDROSTATIC HEAD TEST, MUST DETERMINED BY A HYDROSTATIC HEAD TEST, MUST BY A HYDROSTATIC HEAD TEST, MUST BY A HYDROSTATIC HEAD TEST, MUST A HYDROSTATIC HEAD TEST, MUST A HYDROSTATIC HEAD TEST, MUST HYDROSTATIC HEAD TEST, MUST HYDROSTATIC HEAD TEST, MUST HEAD TEST, MUST HEAD TEST, MUST TEST, MUST TEST, MUST MUST MUST NOT EXCEED 50 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS EXCEED 50 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS EXCEED 50 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS 50 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS 50 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS GALLONS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS PER INCH DIAMETER PER MILE OF PIPE PER 24 HOURS INCH DIAMETER PER MILE OF PIPE PER 24 HOURS INCH DIAMETER PER MILE OF PIPE PER 24 HOURS DIAMETER PER MILE OF PIPE PER 24 HOURS DIAMETER PER MILE OF PIPE PER 24 HOURS PER MILE OF PIPE PER 24 HOURS PER MILE OF PIPE PER 24 HOURS MILE OF PIPE PER 24 HOURS MILE OF PIPE PER 24 HOURS OF PIPE PER 24 HOURS OF PIPE PER 24 HOURS PIPE PER 24 HOURS PIPE PER 24 HOURS PER 24 HOURS PER 24 HOURS 24 HOURS 24 HOURS HOURS HOURS AT A MINIMUM TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN A MINIMUM TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN A MINIMUM TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN MINIMUM TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN MINIMUM TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN TEST HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN HEAD OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN OF TWO FEET ABOVE THE CROWN OF A PIPE AT AN TWO FEET ABOVE THE CROWN OF A PIPE AT AN TWO FEET ABOVE THE CROWN OF A PIPE AT AN FEET ABOVE THE CROWN OF A PIPE AT AN FEET ABOVE THE CROWN OF A PIPE AT AN ABOVE THE CROWN OF A PIPE AT AN ABOVE THE CROWN OF A PIPE AT AN THE CROWN OF A PIPE AT AN THE CROWN OF A PIPE AT AN CROWN OF A PIPE AT AN CROWN OF A PIPE AT AN OF A PIPE AT AN OF A PIPE AT AN A PIPE AT AN A PIPE AT AN PIPE AT AN PIPE AT AN AT AN AT AN AN AN UPSTREAM MANHOLE, OR AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER MANHOLE, OR AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER MANHOLE, OR AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER OR AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER OR AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER AT LEAST TWO FEET ABOVE EXISTING GROUNDWATER LEAST TWO FEET ABOVE EXISTING GROUNDWATER LEAST TWO FEET ABOVE EXISTING GROUNDWATER TWO FEET ABOVE EXISTING GROUNDWATER TWO FEET ABOVE EXISTING GROUNDWATER FEET ABOVE EXISTING GROUNDWATER FEET ABOVE EXISTING GROUNDWATER ABOVE EXISTING GROUNDWATER ABOVE EXISTING GROUNDWATER EXISTING GROUNDWATER EXISTING GROUNDWATER GROUNDWATER GROUNDWATER LEVEL, WHICHEVER IS GREATER. (D)FOR CONSTRUCTION WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR FOR CONSTRUCTION WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR CONSTRUCTION WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR CONSTRUCTION WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR WITHIN A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR A 25-YEAR FLOOD PLAIN, THE INFILTRATION OR 25-YEAR FLOOD PLAIN, THE INFILTRATION OR 25-YEAR FLOOD PLAIN, THE INFILTRATION OR FLOOD PLAIN, THE INFILTRATION OR FLOOD PLAIN, THE INFILTRATION OR PLAIN, THE INFILTRATION OR PLAIN, THE INFILTRATION OR THE INFILTRATION OR THE INFILTRATION OR INFILTRATION OR INFILTRATION OR OR OR EXFILTRATION MUST NOT EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF MUST NOT EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF MUST NOT EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF NOT EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF NOT EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF EXCEED 10 GALLONS PER INCH DIAMETER PER MILE OF 10 GALLONS PER INCH DIAMETER PER MILE OF 10 GALLONS PER INCH DIAMETER PER MILE OF GALLONS PER INCH DIAMETER PER MILE OF GALLONS PER INCH DIAMETER PER MILE OF PER INCH DIAMETER PER MILE OF PER INCH DIAMETER PER MILE OF INCH DIAMETER PER MILE OF INCH DIAMETER PER MILE OF DIAMETER PER MILE OF DIAMETER PER MILE OF PER MILE OF PER MILE OF MILE OF MILE OF OF OF PIPE PER 24 HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) PER 24 HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) PER 24 HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) 24 HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) 24 HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) HOURS AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) AT THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) THE SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) SAME MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) MINIMUM TEST HEAD AS IN SUBPARGRAPH (C) TEST HEAD AS IN SUBPARGRAPH (C) TEST HEAD AS IN SUBPARGRAPH (C) HEAD AS IN SUBPARGRAPH (C) HEAD AS IN SUBPARGRAPH (C) AS IN SUBPARGRAPH (C) AS IN SUBPARGRAPH (C) IN SUBPARGRAPH (C) IN SUBPARGRAPH (C) SUBPARGRAPH (C) SUBPARGRAPH (C) (C) (C) OF THIS PARAGRAPH. (E)IF THE QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM IF THE QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM THE QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM THE QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM QUANTITY OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM OF INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM INFILTRATION OR EXFILTRATION EXCEEDS THE MAXIMUM OR EXFILTRATION EXCEEDS THE MAXIMUM OR EXFILTRATION EXCEEDS THE MAXIMUM EXFILTRATION EXCEEDS THE MAXIMUM EXFILTRATION EXCEEDS THE MAXIMUM EXCEEDS THE MAXIMUM EXCEEDS THE MAXIMUM THE MAXIMUM THE MAXIMUM MAXIMUM MAXIMUM QUANTITY SPECIFIED, AN OWNER SHALL UNDERTAKE REMEDIAL ACTION IN ORDER TO OWNER SHALL UNDERTAKE REMEDIAL ACTION IN ORDER TO REDUCE THE INFILTRATION OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS THE INFILTRATION OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS THE INFILTRATION OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS INFILTRATION OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS INFILTRATION OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS OR EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS EXFILTRATION TO AN AMOUNT WITHIN THE LIMITS TO AN AMOUNT WITHIN THE LIMITS TO AN AMOUNT WITHIN THE LIMITS AN AMOUNT WITHIN THE LIMITS AN AMOUNT WITHIN THE LIMITS AMOUNT WITHIN THE LIMITS AMOUNT WITHIN THE LIMITS WITHIN THE LIMITS WITHIN THE LIMITS THE LIMITS THE LIMITS LIMITS LIMITS SPECIFIED. AN OWNER SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. AN OWNER SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. AN OWNER SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. OWNER SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. OWNER SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. SHALL RETEST A PIPE FOLLOWING A REMEDIATION ACTION. RETEST A PIPE FOLLOWING A REMEDIATION ACTION. RETEST A PIPE FOLLOWING A REMEDIATION ACTION. A PIPE FOLLOWING A REMEDIATION ACTION. A PIPE FOLLOWING A REMEDIATION ACTION. PIPE FOLLOWING A REMEDIATION ACTION. PIPE FOLLOWING A REMEDIATION ACTION. FOLLOWING A REMEDIATION ACTION. FOLLOWING A REMEDIATION ACTION. A REMEDIATION ACTION. A REMEDIATION ACTION. REMEDIATION ACTION. REMEDIATION ACTION. ACTION. ACTION. (b)IF A GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION IF A GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION A GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION A GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION GRAVITY COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION COLLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION PIPE IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION IS COMPOSED OF FLEXIBLE PIPE, DEFLECTION COMPOSED OF FLEXIBLE PIPE, DEFLECTION COMPOSED OF FLEXIBLE PIPE, DEFLECTION OF FLEXIBLE PIPE, DEFLECTION OF FLEXIBLE PIPE, DEFLECTION FLEXIBLE PIPE, DEFLECTION FLEXIBLE PIPE, DEFLECTION PIPE, DEFLECTION PIPE, DEFLECTION DEFLECTION DEFLECTION TESTING IS ALSO REQUIRED. THE FOLLOWING PROCEDURES MUST BE FOLLOWED: (1)FOR A COLLECTION PIPE WITH INSIDE DIAMETER LESS THAN 27 INCHES, DEFLECTION FOR A COLLECTION PIPE WITH INSIDE DIAMETER LESS THAN 27 INCHES, DEFLECTION MEASUREMENT REQUIRES A RIGID MANDREL. REQUIRES A RIGID MANDREL. (A)MANDREL SIZING. MANDREL SIZING. (i)A RIGID MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% A RIGID MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% RIGID MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% RIGID MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% MANDREL MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% MUST HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% HAVE AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% AN OUTSIDE DIAMETER (OD) NOT LESS THAN 95% OUTSIDE DIAMETER (OD) NOT LESS THAN 95% OUTSIDE DIAMETER (OD) NOT LESS THAN 95% DIAMETER (OD) NOT LESS THAN 95% DIAMETER (OD) NOT LESS THAN 95% (OD) NOT LESS THAN 95% (OD) NOT LESS THAN 95% NOT LESS THAN 95% NOT LESS THAN 95% LESS THAN 95% LESS THAN 95% THAN 95% THAN 95% 95% 95% OF THE BASE INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN THE BASE INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN THE BASE INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN BASE INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN BASE INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN INSIDE DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN DIAMETER (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN (ID) OR AVERAGE ID OF A PIPE, AS SPECIFIED IN OR AVERAGE ID OF A PIPE, AS SPECIFIED IN OR AVERAGE ID OF A PIPE, AS SPECIFIED IN AVERAGE ID OF A PIPE, AS SPECIFIED IN AVERAGE ID OF A PIPE, AS SPECIFIED IN ID OF A PIPE, AS SPECIFIED IN ID OF A PIPE, AS SPECIFIED IN OF A PIPE, AS SPECIFIED IN OF A PIPE, AS SPECIFIED IN A PIPE, AS SPECIFIED IN A PIPE, AS SPECIFIED IN PIPE, AS SPECIFIED IN PIPE, AS SPECIFIED IN AS SPECIFIED IN AS SPECIFIED IN SPECIFIED IN SPECIFIED IN IN IN THE APPROPRIATE STANDARD BY THE ASTMS, AMERICAN WATER WORKS APPROPRIATE STANDARD BY THE ASTMS, AMERICAN WATER WORKS APPROPRIATE STANDARD BY THE ASTMS, AMERICAN WATER WORKS STANDARD BY THE ASTMS, AMERICAN WATER WORKS STANDARD BY THE ASTMS, AMERICAN WATER WORKS BY THE ASTMS, AMERICAN WATER WORKS BY THE ASTMS, AMERICAN WATER WORKS THE ASTMS, AMERICAN WATER WORKS THE ASTMS, AMERICAN WATER WORKS ASTMS, AMERICAN WATER WORKS ASTMS, AMERICAN WATER WORKS AMERICAN WATER WORKS AMERICAN WATER WORKS WATER WORKS WATER WORKS WORKS WORKS ASSOCIATION, UNI-BELL, OR AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY UNI-BELL, OR AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY UNI-BELL, OR AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY OR AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY OR AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY AMERICAN NATIONAL STANDARDS INSTITUTE, OR ANY NATIONAL STANDARDS INSTITUTE, OR ANY NATIONAL STANDARDS INSTITUTE, OR ANY STANDARDS INSTITUTE, OR ANY STANDARDS INSTITUTE, OR ANY INSTITUTE, OR ANY INSTITUTE, OR ANY OR ANY OR ANY ANY ANY RELATED APPENDIX. (ii)IF A MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, IF A MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, A MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, A MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, MANDREL SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, SIZING DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, DIAMETER IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, IS NOT SPECIFIED IN THE APPROPRIATE STANDARD, NOT SPECIFIED IN THE APPROPRIATE STANDARD, NOT SPECIFIED IN THE APPROPRIATE STANDARD, SPECIFIED IN THE APPROPRIATE STANDARD, SPECIFIED IN THE APPROPRIATE STANDARD, IN THE APPROPRIATE STANDARD, IN THE APPROPRIATE STANDARD, THE APPROPRIATE STANDARD, THE APPROPRIATE STANDARD, APPROPRIATE STANDARD, APPROPRIATE STANDARD, STANDARD, STANDARD, THE MANDREL MUST HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS MANDREL MUST HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS MANDREL MUST HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS MUST HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS MUST HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS HAVE AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS AN OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS OD EQUAL TO 95% OF THE ID OF A PIPE. IN THIS EQUAL TO 95% OF THE ID OF A PIPE. IN THIS EQUAL TO 95% OF THE ID OF A PIPE. IN THIS TO 95% OF THE ID OF A PIPE. IN THIS TO 95% OF THE ID OF A PIPE. IN THIS 95% OF THE ID OF A PIPE. IN THIS 95% OF THE ID OF A PIPE. IN THIS OF THE ID OF A PIPE. IN THIS OF THE ID OF A PIPE. IN THIS THE ID OF A PIPE. IN THIS THE ID OF A PIPE. IN THIS ID OF A PIPE. IN THIS ID OF A PIPE. IN THIS OF A PIPE. IN THIS OF A PIPE. IN THIS A PIPE. IN THIS A PIPE. IN THIS PIPE. IN THIS PIPE. IN THIS IN THIS IN THIS THIS THIS CASE, THE ID OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE THE ID OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE THE ID OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE ID OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE ID OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE PIPE, FOR THE PURPOSE OF DETERMINING THE OD OF THE FOR THE PURPOSE OF DETERMINING THE OD OF THE FOR THE PURPOSE OF DETERMINING THE OD OF THE THE PURPOSE OF DETERMINING THE OD OF THE THE PURPOSE OF DETERMINING THE OD OF THE PURPOSE OF DETERMINING THE OD OF THE PURPOSE OF DETERMINING THE OD OF THE OF DETERMINING THE OD OF THE OF DETERMINING THE OD OF THE DETERMINING THE OD OF THE DETERMINING THE OD OF THE THE OD OF THE THE OD OF THE OD OF THE OD OF THE OF THE OF THE THE THE MANDREL, MUST EQUAL BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM MUST EQUAL BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM MUST EQUAL BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM EQUAL BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM EQUAL BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM BE THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM THE AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM AVERAGE OUTSIDE DIAMETER MINUS TWO MINIMUM OUTSIDE DIAMETER MINUS TWO MINIMUM OUTSIDE DIAMETER MINUS TWO MINIMUM DIAMETER MINUS TWO MINIMUM DIAMETER MINUS TWO MINIMUM MINUS TWO MINIMUM MINUS TWO MINIMUM TWO MINIMUM TWO MINIMUM MINIMUM MINIMUM WALL THICKNESSES FOR OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER THICKNESSES FOR OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER THICKNESSES FOR OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER FOR OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER FOR OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER OD CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER CONTROLLED PIPE AND THE AVERAGE INSIDE DIAMETER PIPE AND THE AVERAGE INSIDE DIAMETER PIPE AND THE AVERAGE INSIDE DIAMETER AND THE AVERAGE INSIDE DIAMETER AND THE AVERAGE INSIDE DIAMETER THE AVERAGE INSIDE DIAMETER THE AVERAGE INSIDE DIAMETER AVERAGE INSIDE DIAMETER AVERAGE INSIDE DIAMETER INSIDE DIAMETER INSIDE DIAMETER DIAMETER DIAMETER FOR ID CONTROLLED PIPE. (iii)ALL DIMENSIONS MUST MEET THE APPROPRIATE STANDARD. ALL DIMENSIONS MUST MEET THE APPROPRIATE STANDARD. (B)MANDREL DESIGN. MANDREL DESIGN. (i)A RIGID MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC A RIGID MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC RIGID MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC RIGID MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC MANDREL MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC MUST BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC BE CONSTRUCTED OF A METAL OR A RIGID PLASTIC CONSTRUCTED OF A METAL OR A RIGID PLASTIC CONSTRUCTED OF A METAL OR A RIGID PLASTIC OF A METAL OR A RIGID PLASTIC OF A METAL OR A RIGID PLASTIC A METAL OR A RIGID PLASTIC A METAL OR A RIGID PLASTIC METAL OR A RIGID PLASTIC METAL OR A RIGID PLASTIC OR A RIGID PLASTIC OR A RIGID PLASTIC A RIGID PLASTIC A RIGID PLASTIC RIGID PLASTIC RIGID PLASTIC PLASTIC PLASTIC MATERIAL THAT CAN WITHSTAND 200 PSI WITHOUT BEING DEFORMED. (ii)A MANDREL MUST HAVE NINE OR MORE ODD NUMBER OF RUNNERS OR LEGS. A MANDREL MUST HAVE NINE OR MORE ODD NUMBER OF RUNNERS OR LEGS. (iii)A BARREL SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER A BARREL SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER BARREL SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER BARREL SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER SECTION LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER LENGTH MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER MUST EQUAL AT LEAST 75% OF THE INSIDE DIAMETER EQUAL AT LEAST 75% OF THE INSIDE DIAMETER EQUAL AT LEAST 75% OF THE INSIDE DIAMETER AT LEAST 75% OF THE INSIDE DIAMETER AT LEAST 75% OF THE INSIDE DIAMETER LEAST 75% OF THE INSIDE DIAMETER LEAST 75% OF THE INSIDE DIAMETER 75% OF THE INSIDE DIAMETER 75% OF THE INSIDE DIAMETER OF THE INSIDE DIAMETER OF THE INSIDE DIAMETER THE INSIDE DIAMETER THE INSIDE DIAMETER INSIDE DIAMETER INSIDE DIAMETER DIAMETER DIAMETER OF A PIPE. (iv)EACH SIZE MANDREL MUST USE A SEPARATE PROVING RING. EACH SIZE MANDREL MUST USE A SEPARATE PROVING RING. (C)METHOD OPTIONS. METHOD OPTIONS. (i)AN ADJUSTABLE OR FLEXIBLE MANDREL IS PROHIBITED. AN ADJUSTABLE OR FLEXIBLE MANDREL IS PROHIBITED. (ii)A TEST MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A A TEST MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A TEST MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A TEST MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A MAY NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A NOT USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A USE TELEVISION INSPECTION AS A SUBSTITUTE FOR A TELEVISION INSPECTION AS A SUBSTITUTE FOR A TELEVISION INSPECTION AS A SUBSTITUTE FOR A INSPECTION AS A SUBSTITUTE FOR A INSPECTION AS A SUBSTITUTE FOR A AS A SUBSTITUTE FOR A AS A SUBSTITUTE FOR A A SUBSTITUTE FOR A A SUBSTITUTE FOR A SUBSTITUTE FOR A SUBSTITUTE FOR A FOR A FOR A A A DEFLECTION TEST. (iii)IF REQUESTED, THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A IF REQUESTED, THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A REQUESTED, THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A REQUESTED, THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A THE EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A EXECUTIVE DIRECTOR MAY APPROVE THE USE OF A DIRECTOR MAY APPROVE THE USE OF A DIRECTOR MAY APPROVE THE USE OF A MAY APPROVE THE USE OF A MAY APPROVE THE USE OF A APPROVE THE USE OF A APPROVE THE USE OF A THE USE OF A THE USE OF A USE OF A USE OF A OF A OF A A A DEFLECTOMETER OR A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A OR A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A OR A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A MANDREL WITH REMOVABLE LEGS OR RUNNERS ON A WITH REMOVABLE LEGS OR RUNNERS ON A WITH REMOVABLE LEGS OR RUNNERS ON A REMOVABLE LEGS OR RUNNERS ON A REMOVABLE LEGS OR RUNNERS ON A LEGS OR RUNNERS ON A LEGS OR RUNNERS ON A OR RUNNERS ON A OR RUNNERS ON A RUNNERS ON A RUNNERS ON A ON A ON A A A CASE-BY-CASE BASIS. (2)FOR A GRAVITY COLLECTION SYSTEM PIPE WITH AN INSIDE DIAMETER 27 INCHES FOR A GRAVITY COLLECTION SYSTEM PIPE WITH AN INSIDE DIAMETER 27 INCHES AND GREATER, OTHER TEST METHODS MAY BE USED TO DETERMINE VERTICAL TEST METHODS MAY BE USED TO DETERMINE VERTICAL DEFLECTION. (3)A DEFLECTION TEST METHOD MUST BE ACCURATE TO WITHIN PLUS OR MINUS 0.2% A DEFLECTION TEST METHOD MUST BE ACCURATE TO WITHIN PLUS OR MINUS 0.2% DEFLECTION. (4)AN OWNER SHALL NOT CONDUCT A DEFLECTION TEST UNTIL AT LEAST 30 DAYS AN OWNER SHALL NOT CONDUCT A DEFLECTION TEST UNTIL AT LEAST 30 DAYS AFTER THE FINAL BACKFILL. (5)GRAVITY COLLECTION SYSTEM PIPE DEFLECTION MUST NOT EXCEED FIVE PERCENT GRAVITY COLLECTION SYSTEM PIPE DEFLECTION MUST NOT EXCEED FIVE PERCENT (5%). (6)IF A PIPE SECTION FAILS A DEFLECTION TEST, AN OWNER SHALL CORRECT THE IF A PIPE SECTION FAILS A DEFLECTION TEST, AN OWNER SHALL CORRECT THE PROBLEM AND CONDUCT A SECOND TEST AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. 17.ALL MANHOLES MUST BE TESTED TO MEET OR EXCEED THE REQUIREMENTS OF 30 ALL MANHOLES MUST BE TESTED TO MEET OR EXCEED THE REQUIREMENTS OF 30 TAC §217.58. (a)ALL MANHOLES MUST PASS A LEAKAGE TEST. ALL MANHOLES MUST PASS A LEAKAGE TEST. (b)AN OWNER SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR AN OWNER SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR OWNER SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR OWNER SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR SHALL TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR TEST EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR EACH MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR MANHOLE (AFTER ASSEMBLY AND BACKFILLING) FOR (AFTER ASSEMBLY AND BACKFILLING) FOR (AFTER ASSEMBLY AND BACKFILLING) FOR ASSEMBLY AND BACKFILLING) FOR ASSEMBLY AND BACKFILLING) FOR AND BACKFILLING) FOR AND BACKFILLING) FOR BACKFILLING) FOR BACKFILLING) FOR FOR FOR LEAKAGE, SEPARATE AND INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY SEPARATE AND INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY SEPARATE AND INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY AND INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY AND INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY INDEPENDENT OF THE COLLECTION SYSTEM PIPES, BY OF THE COLLECTION SYSTEM PIPES, BY OF THE COLLECTION SYSTEM PIPES, BY THE COLLECTION SYSTEM PIPES, BY THE COLLECTION SYSTEM PIPES, BY COLLECTION SYSTEM PIPES, BY COLLECTION SYSTEM PIPES, BY SYSTEM PIPES, BY SYSTEM PIPES, BY PIPES, BY PIPES, BY BY BY HYDROSTATIC EXFILTRATION TESTING, VACUUM TESTING, OR OTHER METHOD EXFILTRATION TESTING, VACUUM TESTING, OR OTHER METHOD EXFILTRATION TESTING, VACUUM TESTING, OR OTHER METHOD TESTING, VACUUM TESTING, OR OTHER METHOD TESTING, VACUUM TESTING, OR OTHER METHOD VACUUM TESTING, OR OTHER METHOD VACUUM TESTING, OR OTHER METHOD TESTING, OR OTHER METHOD TESTING, OR OTHER METHOD OR OTHER METHOD OR OTHER METHOD OTHER METHOD OTHER METHOD METHOD METHOD APPROVED BY THE EXECUTIVE DIRECTOR. (1)HYDROSTATIC TESTING. HYDROSTATIC TESTING. (A)THE MAXIMUM LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST THE MAXIMUM LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST MAXIMUM LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST MAXIMUM LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST LEAKAGE FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST FOR HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST HYDROSTATIC TESTING OR ANY ALTERNATIVE TEST TESTING OR ANY ALTERNATIVE TEST TESTING OR ANY ALTERNATIVE TEST OR ANY ALTERNATIVE TEST OR ANY ALTERNATIVE TEST ANY ALTERNATIVE TEST ANY ALTERNATIVE TEST ALTERNATIVE TEST ALTERNATIVE TEST TEST TEST METHODS IS 0.025 GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH IS 0.025 GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH IS 0.025 GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH 0.025 GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH 0.025 GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH GALLONS PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH PER FOOT DIAMETER PER FOOT OF MANHOLE DEPTH FOOT DIAMETER PER FOOT OF MANHOLE DEPTH FOOT DIAMETER PER FOOT OF MANHOLE DEPTH DIAMETER PER FOOT OF MANHOLE DEPTH DIAMETER PER FOOT OF MANHOLE DEPTH PER FOOT OF MANHOLE DEPTH PER FOOT OF MANHOLE DEPTH FOOT OF MANHOLE DEPTH FOOT OF MANHOLE DEPTH OF MANHOLE DEPTH OF MANHOLE DEPTH MANHOLE DEPTH MANHOLE DEPTH DEPTH DEPTH PER HOUR. (B)TO PERFORM A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL TO PERFORM A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL PERFORM A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL PERFORM A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL A HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL HYDROSTATIC EXFILTRATION TEST, AN OWNER SHALL SEAL ALL EXFILTRATION TEST, AN OWNER SHALL SEAL ALL EXFILTRATION TEST, AN OWNER SHALL SEAL ALL TEST, AN OWNER SHALL SEAL ALL TEST, AN OWNER SHALL SEAL ALL AN OWNER SHALL SEAL ALL AN OWNER SHALL SEAL ALL OWNER SHALL SEAL ALL OWNER SHALL SEAL ALL SHALL SEAL ALL SHALL SEAL ALL SEAL ALL SEAL ALL ALL ALL WASTEWATER PIPES COMING INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL PIPES COMING INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL PIPES COMING INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL COMING INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL COMING INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL INTO A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL A MANHOLE WITH AN INTERNAL PIPE PLUG, FILL MANHOLE WITH AN INTERNAL PIPE PLUG, FILL MANHOLE WITH AN INTERNAL PIPE PLUG, FILL WITH AN INTERNAL PIPE PLUG, FILL WITH AN INTERNAL PIPE PLUG, FILL AN INTERNAL PIPE PLUG, FILL AN INTERNAL PIPE PLUG, FILL INTERNAL PIPE PLUG, FILL INTERNAL PIPE PLUG, FILL PIPE PLUG, FILL PIPE PLUG, FILL PLUG, FILL PLUG, FILL FILL FILL THE MANHOLE WITH WATER, AND MAINTAIN THE TEST FOR AT LEAST ONE HOUR. (C)A TEST FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE A TEST FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE TEST FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE TEST FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE FOR CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE CONCRETE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE MANHOLES MAY USE A 24-HOUR WETTING PERIOD BEFORE MAY USE A 24-HOUR WETTING PERIOD BEFORE MAY USE A 24-HOUR WETTING PERIOD BEFORE USE A 24-HOUR WETTING PERIOD BEFORE USE A 24-HOUR WETTING PERIOD BEFORE A 24-HOUR WETTING PERIOD BEFORE A 24-HOUR WETTING PERIOD BEFORE 24-HOUR WETTING PERIOD BEFORE 24-HOUR WETTING PERIOD BEFORE WETTING PERIOD BEFORE WETTING PERIOD BEFORE PERIOD BEFORE PERIOD BEFORE BEFORE BEFORE TESTING TO ALLOW SATURATION OF THE CONCRETE. (2)VACUUM TESTING. VACUUM TESTING. (A)TO PERFORM A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND TO PERFORM A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND PERFORM A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND PERFORM A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND A VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND VACUUM TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND TEST, AN OWNER SHALL PLUG ALL LIFT HOLES AND AN OWNER SHALL PLUG ALL LIFT HOLES AND AN OWNER SHALL PLUG ALL LIFT HOLES AND OWNER SHALL PLUG ALL LIFT HOLES AND OWNER SHALL PLUG ALL LIFT HOLES AND SHALL PLUG ALL LIFT HOLES AND SHALL PLUG ALL LIFT HOLES AND PLUG ALL LIFT HOLES AND PLUG ALL LIFT HOLES AND ALL LIFT HOLES AND ALL LIFT HOLES AND LIFT HOLES AND LIFT HOLES AND HOLES AND HOLES AND AND AND EXTERIOR JOINTS WITH A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A JOINTS WITH A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A JOINTS WITH A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A WITH A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A WITH A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A NON-SHRINK GROUT AND PLUG ALL PIPES ENTERING A GROUT AND PLUG ALL PIPES ENTERING A GROUT AND PLUG ALL PIPES ENTERING A AND PLUG ALL PIPES ENTERING A AND PLUG ALL PIPES ENTERING A PLUG ALL PIPES ENTERING A PLUG ALL PIPES ENTERING A ALL PIPES ENTERING A ALL PIPES ENTERING A PIPES ENTERING A PIPES ENTERING A ENTERING A ENTERING A A A MANHOLE. (B)NO GROUT MUST BE PLACED IN HORIZONTAL JOINTS BEFORE TESTING. NO GROUT MUST BE PLACED IN HORIZONTAL JOINTS BEFORE TESTING. (C)STUB-OUTS, MANHOLE BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT STUB-OUTS, MANHOLE BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT MANHOLE BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT MANHOLE BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT BOOTS, AND PIPE PLUGS MUST BE SECURED TO PREVENT AND PIPE PLUGS MUST BE SECURED TO PREVENT AND PIPE PLUGS MUST BE SECURED TO PREVENT PIPE PLUGS MUST BE SECURED TO PREVENT PIPE PLUGS MUST BE SECURED TO PREVENT PLUGS MUST BE SECURED TO PREVENT PLUGS MUST BE SECURED TO PREVENT MUST BE SECURED TO PREVENT MUST BE SECURED TO PREVENT BE SECURED TO PREVENT BE SECURED TO PREVENT SECURED TO PREVENT SECURED TO PREVENT TO PREVENT TO PREVENT PREVENT PREVENT MOVEMENT WHILE A VACUUM IS DRAWN. (D)AN OWNER SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE AN OWNER SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE OWNER SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE OWNER SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE SHALL USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE USE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE A MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE MINIMUM 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE 60 INCH/LB TORQUE WRENCH TO TIGHTEN THE INCH/LB TORQUE WRENCH TO TIGHTEN THE INCH/LB TORQUE WRENCH TO TIGHTEN THE TORQUE WRENCH TO TIGHTEN THE TORQUE WRENCH TO TIGHTEN THE WRENCH TO TIGHTEN THE WRENCH TO TIGHTEN THE TO TIGHTEN THE TO TIGHTEN THE TIGHTEN THE TIGHTEN THE THE THE EXTERNAL CLAMPS THAT SECURE A TEST COVER TO THE TOP OF A MANHOLE. (E)A TEST HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, A TEST HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, TEST HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, TEST HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, HEAD MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, MUST BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, BE PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, PLACED AT THE INSIDE OF THE TOP OF A CONE SECTION, AT THE INSIDE OF THE TOP OF A CONE SECTION, AT THE INSIDE OF THE TOP OF A CONE SECTION, THE INSIDE OF THE TOP OF A CONE SECTION, THE INSIDE OF THE TOP OF A CONE SECTION, INSIDE OF THE TOP OF A CONE SECTION, INSIDE OF THE TOP OF A CONE SECTION, OF THE TOP OF A CONE SECTION, OF THE TOP OF A CONE SECTION, THE TOP OF A CONE SECTION, THE TOP OF A CONE SECTION, TOP OF A CONE SECTION, TOP OF A CONE SECTION, OF A CONE SECTION, OF A CONE SECTION, A CONE SECTION, A CONE SECTION, CONE SECTION, CONE SECTION, SECTION, SECTION, AND THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S THE SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S SEAL INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S INFLATED IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S IN ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S ACCORDANCE WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S WITH THE MANUFACTURER'S THE MANUFACTURER'S THE MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. (F)THERE MUST BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO THERE MUST BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO MUST BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO MUST BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO BE A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO A VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO VACUUM OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO OF 10 INCHES OF MERCURY INSIDE A MANHOLE TO 10 INCHES OF MERCURY INSIDE A MANHOLE TO 10 INCHES OF MERCURY INSIDE A MANHOLE TO INCHES OF MERCURY INSIDE A MANHOLE TO INCHES OF MERCURY INSIDE A MANHOLE TO OF MERCURY INSIDE A MANHOLE TO OF MERCURY INSIDE A MANHOLE TO MERCURY INSIDE A MANHOLE TO MERCURY INSIDE A MANHOLE TO INSIDE A MANHOLE TO INSIDE A MANHOLE TO A MANHOLE TO A MANHOLE TO MANHOLE TO MANHOLE TO TO TO PERFORM A VALID TEST. (G)A TEST DOES NOT BEGIN UNTIL AFTER THE VACUUM PUMP IS OFF. A TEST DOES NOT BEGIN UNTIL AFTER THE VACUUM PUMP IS OFF. (H)A MANHOLE PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES A MANHOLE PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES MANHOLE PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES MANHOLE PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES PASSES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES THE TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES TEST IF AFTER 2.0 MINUTES AND WITH ALL VALVES IF AFTER 2.0 MINUTES AND WITH ALL VALVES IF AFTER 2.0 MINUTES AND WITH ALL VALVES AFTER 2.0 MINUTES AND WITH ALL VALVES AFTER 2.0 MINUTES AND WITH ALL VALVES 2.0 MINUTES AND WITH ALL VALVES 2.0 MINUTES AND WITH ALL VALVES MINUTES AND WITH ALL VALVES MINUTES AND WITH ALL VALVES AND WITH ALL VALVES AND WITH ALL VALVES WITH ALL VALVES WITH ALL VALVES ALL VALVES ALL VALVES VALVES VALVES CLOSED, THE VACUUM IS AT LEAST 9.0 INCHES OF MERCURY. 18.ALL PRIVATE SERVICE LATERALS MUST BE INSPECTED AND CERTIFIED IN ALL PRIVATE SERVICE LATERALS MUST BE INSPECTED AND CERTIFIED IN ACCORDANCE WITH 30 TAC §213.5(C)(3)(I). AFTER INSTALLATION OF AND, PRIOR TO COVERING AND CONNECTING A PRIVATE SERVICE LATERAL TO AN EXISTING ORGANIZED SEWAGE COLLECTION SYSTEM, A TEXAS LICENSED PROFESSIONAL ENGINEER, TEXAS REGISTERED SANITARIAN, OR APPROPRIATE CITY INSPECTOR MUST VISUALLY INSPECT THE PRIVATE SERVICE LATERAL AND THE CONNECTION TO THE SEWAGE COLLECTION SYSTEM, AND CERTIFY THAT IT IS CONSTRUCTED IN CONFORMITY WITH THE APPLICABLE PROVISIONS OF THIS SECTION. THE OWNER OF THE COLLECTION SYSTEM MUST MAINTAIN SUCH CERTIFICATIONS FOR FIVE YEARS AND FORWARD COPIES TO THE APPROPRIATE REGIONAL OFFICE UPON REQUEST. CONNECTIONS MAY ONLY BE MADE TO AN APPROVED SEWAGE COLLECTION SYSTEM.

AutoCAD SHX Text

PIPE DIAMETER (INCHES) 6 8 10 12 15 18 21 24 27 30 33

AutoCAD SHX Text

MIN. TIME (SECONDS) 340 454 567 680 850 1020 1190 1360 1530 1700 1870

AutoCAD SHX Text

MAX. LENGTH FOR MIN. TIME (FT) 398 298 239 199 159 133 114 100 88 80 72

AutoCAD SHX Text

TIME FOR LONGER LENGTH (SECONDS/FT) 0.855 1.520 2.374 3.419 5.342 7.693 10.471 13.676 17.309 21.369 25.856

LEGENDS ABBREVIATIONS& SYMBOLS

C003

CIVIL SYMBOLSN.T.S.

F11

GENERAL SYMBOLSN.T.S.

A11SURVEY MASTER LEGENDN.T.S.

A8N.T.S.

A1 ABBREVIATIONS

MATERIALS LEGEND


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606N

OTES.D

WG

, C003 LEG

EN

DS ABBREVIATIO

NS &

SYM

BO

LS, 4/14/2017 11:26:21 AM

, tgieseke

PROJECT NO. 3-00606



AutoCAD SHX Text

NEW FENCE

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

PROPOSED SPOT ELEVATION

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

CLEANOUT TO GRADE

AutoCAD SHX Text

FIRE HYDRANT & VALVE

AutoCAD SHX Text

CENTRIFUGAL OR TURBINE PUMP OR FAN

AutoCAD SHX Text

BLOW-OFF ASSEMBLY

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

AIR VACUUM AND AIR RELEASE ASSEMBLY

AutoCAD SHX Text

BACKFLOW PREVENTOR

AutoCAD SHX Text

REDUCER OR INCREASER

AutoCAD SHX Text

BLIND FLANGE

AutoCAD SHX Text

CAPPED END OR PLUGGED END

AutoCAD SHX Text

QUICK DISCONNECT COUPLER

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

PLUG VALVE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

X

AutoCAD SHX Text

WW

AutoCAD SHX Text

W

AutoCAD SHX Text

U-TV

AutoCAD SHX Text

TV

AutoCAD SHX Text

U-T

AutoCAD SHX Text

T

AutoCAD SHX Text

FM

AutoCAD SHX Text

SD

AutoCAD SHX Text

G

AutoCAD SHX Text

123

AutoCAD SHX Text

TV

AutoCAD SHX Text

G

AutoCAD SHX Text

T

AutoCAD SHX Text

W

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text

DETAIL NUMBER

AutoCAD SHX Text

DETAIL IS SHOWN

AutoCAD SHX Text

DRAWING ON WHICH

AutoCAD SHX Text

C400

AutoCAD SHX Text

A1

AutoCAD SHX Text

%%uDETAIL IDENTIFICATION

AutoCAD SHX Text

SECTION NUMBER

AutoCAD SHX Text

SECTION APPEARS

AutoCAD SHX Text

DRAWING ON WHICH

AutoCAD SHX Text

C400

AutoCAD SHX Text

A1

AutoCAD SHX Text

%%uSECTION IDENTIFICATION

AutoCAD SHX Text

TBM

AutoCAD SHX Text

BORE LOCATION

AutoCAD SHX Text

TELEVISION RISER

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

GAS METER

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

IRON PIPE FOUND

AutoCAD SHX Text

IRON ROD FOUND

AutoCAD SHX Text

IRON ROD SET

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

MONUMENT FOUND

AutoCAD SHX Text

MONUMENT SET

AutoCAD SHX Text

SET 60D NAIL

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

PANEL MARKER

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

TELEPHONE RISER

AutoCAD SHX Text

TRAVERSE POINT

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

TREE

AutoCAD SHX Text

EX. EDGE OF PAVEMENT

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

ROAD CENTERLINE

AutoCAD SHX Text

EX. RAILROAD

AutoCAD SHX Text

EX. FENCE

AutoCAD SHX Text

WASTEWATER LINE

AutoCAD SHX Text

EX. WATER LINE

AutoCAD SHX Text

EX. UNDERGROUND TELEVISION LINE

AutoCAD SHX Text

EX. AERIAL TELEVISION LINE

AutoCAD SHX Text

EX. UNDERGROUND TELEPHONE LINE

AutoCAD SHX Text

EX. ABOVE GROUND TELEPHONE LINE

AutoCAD SHX Text

EX. STORM DRAIN

AutoCAD SHX Text

EX. GASLINE

AutoCAD SHX Text

EX. FORCEMAIN

AutoCAD SHX Text

EX. CONTOUR LINE

AutoCAD SHX Text

M100

AutoCAD SHX Text

A1

AutoCAD SHX Text

ELEVATION MARKER

AutoCAD SHX Text

ELEV. IS SHOWN

AutoCAD SHX Text

DRAWING ON WHICH

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

TOPSOIL

AutoCAD SHX Text

COURSE AGGREGATE

AutoCAD SHX Text

CRUSHED LIMESTONE

AutoCAD SHX Text

CEMENT TREATED BASE

AutoCAD SHX Text

EARTH (COMPACTED)

AutoCAD SHX Text

EARTH (UNDISTURBED)

AutoCAD SHX Text

SAND

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

MASONRY

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

GRATING

AutoCAD SHX Text

CHECKERED PLATE

AutoCAD SHX Text

GROUT

AutoCAD SHX Text

EX. GRAVEL

AutoCAD SHX Text

EX. CONCRETE

AutoCAD SHX Text

EX. BUILDING

AutoCAD SHX Text

ABS

AutoCAD SHX Text

AC

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

ARV

AutoCAD SHX Text

ACP

AutoCAD SHX Text

ALT

AutoCAD SHX Text

AWG

AutoCAD SHX Text

BEG

AutoCAD SHX Text

BF

AutoCAD SHX Text

BFV

AutoCAD SHX Text

AutoCAD SHX Text

BM

AutoCAD SHX Text

BC

AutoCAD SHX Text

CATV

AutoCAD SHX Text

CB

AutoCAD SHX Text

C-C

AutoCAD SHX Text

CFS

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CJ

AutoCAD SHX Text

AutoCAD SHX Text

CLR

AutoCAD SHX Text

CO

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONST

AutoCAD SHX Text

CONT

AutoCAD SHX Text

CTB

AutoCAD SHX Text

CV

AutoCAD SHX Text

CY

AutoCAD SHX Text

C&G

AutoCAD SHX Text

DA

AutoCAD SHX Text

DE

AutoCAD SHX Text

DBL

AutoCAD SHX Text

DET

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DI

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DN

AutoCAD SHX Text

DWG

AutoCAD SHX Text

E

AutoCAD SHX Text

EP

AutoCAD SHX Text

EA

AutoCAD SHX Text

EF

AutoCAD SHX Text

EL

AutoCAD SHX Text

EJ

AutoCAD SHX Text

ENGR

AutoCAD SHX Text

EQ

AutoCAD SHX Text

ER

AutoCAD SHX Text

EW

AutoCAD SHX Text

EXC

AutoCAD SHX Text

EXP JT

AutoCAD SHX Text

EX

AutoCAD SHX Text

FH

AutoCAD SHX Text

FFE

AutoCAD SHX Text

FG

AutoCAD SHX Text

AutoCAD SHX Text

FM

AutoCAD SHX Text

FIC

AutoCAD SHX Text

FC

AutoCAD SHX Text

FG

AutoCAD SHX Text

FT

AutoCAD SHX Text

FH

AutoCAD SHX Text

G

AutoCAD SHX Text

GA

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GRND

AutoCAD SHX Text

GV

AutoCAD SHX Text

HDWL

AutoCAD SHX Text

HP

AutoCAD SHX Text

HGL

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

HW

AutoCAD SHX Text

HMAC

AutoCAD SHX Text

ID

AutoCAD SHX Text

IN

AutoCAD SHX Text

INCL

AutoCAD SHX Text

INSL

AutoCAD SHX Text

INV

AutoCAD SHX Text

IP

AutoCAD SHX Text

JT

AutoCAD SHX Text

KV

AutoCAD SHX Text

L

AutoCAD SHX Text

LP

AutoCAD SHX Text

LF

AutoCAD SHX Text

LG

AutoCAD SHX Text

LSS

AutoCAD SHX Text

LT

AutoCAD SHX Text

MTL

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MBGF

AutoCAD SHX Text

MED

AutoCAD SHX Text

MH

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MISC

AutoCAD SHX Text

MO

AutoCAD SHX Text

MP

AutoCAD SHX Text

N

AutoCAD SHX Text

NC

AutoCAD SHX Text

NFV

AutoCAD SHX Text

NG

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NIC

AutoCAD SHX Text

NO

AutoCAD SHX Text

OC

AutoCAD SHX Text

OD

AutoCAD SHX Text

OHEW

AutoCAD SHX Text

OPNG

AutoCAD SHX Text

OPP

AutoCAD SHX Text

OCEW

AutoCAD SHX Text

PC

AutoCAD SHX Text

PGL

AutoCAD SHX Text

PI

AutoCAD SHX Text

POB

AutoCAD SHX Text

PP

AutoCAD SHX Text

PRC

AutoCAD SHX Text

PSI

AutoCAD SHX Text

PT

AutoCAD SHX Text

PUE

AutoCAD SHX Text

PVC

AutoCAD SHX Text

PVI

AutoCAD SHX Text

PVMT

AutoCAD SHX Text

PVT

AutoCAD SHX Text

PCC

AutoCAD SHX Text

Q

AutoCAD SHX Text

R

AutoCAD SHX Text

ROW

AutoCAD SHX Text

RCP

AutoCAD SHX Text

RD

AutoCAD SHX Text

REF

AutoCAD SHX Text

REINF

AutoCAD SHX Text

REQD

AutoCAD SHX Text

REV

AutoCAD SHX Text

RT

AutoCAD SHX Text

RP

AutoCAD SHX Text

S

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SD

AutoCAD SHX Text

SF

AutoCAD SHX Text

SHT

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SPEC

AutoCAD SHX Text

SQ

AutoCAD SHX Text

STA

AutoCAD SHX Text

STD

AutoCAD SHX Text

STR

AutoCAD SHX Text

SWBT

AutoCAD SHX Text

SY

AutoCAD SHX Text

SYM

AutoCAD SHX Text

SYS

AutoCAD SHX Text

TBM

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

THK

AutoCAD SHX Text

TB

AutoCAD SHX Text

TC

AutoCAD SHX Text

TG

AutoCAD SHX Text

TP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TW

AutoCAD SHX Text

UE

AutoCAD SHX Text

UNO

AutoCAD SHX Text

V

AutoCAD SHX Text

VC

AutoCAD SHX Text

VERT

AutoCAD SHX Text

W

AutoCAD SHX Text

WL

AutoCAD SHX Text

W/

AutoCAD SHX Text

W/O

AutoCAD SHX Text

WM

AutoCAD SHX Text

WSEL

AutoCAD SHX Text

WT

AutoCAD SHX Text

WWF

AutoCAD SHX Text

WW

AutoCAD SHX Text

CLBM

AutoCAD SHX Text

ACRYLONITRILE - BUTADIENE - STYRENE

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

AIR RELEASE VALVE

AutoCAD SHX Text

ASBESTOS CEMENT PIPE

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text

AMERICAN WIRE GAGE

AutoCAD SHX Text

BEGIN

AutoCAD SHX Text

BLIND FLANGE

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

BASELINE

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

CABLE TV

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CENTER TO CENTER

AutoCAD SHX Text

CUBIC FEET PER SECOND

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CONTROL JOINT

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

CRUSHED LIMESTONE BASE MATERIAL

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONSTRUCT, CONSTRUCTION

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

CEMENT TREATED BASE

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

CUBIC YARD

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

DRAINAGE AREA

AutoCAD SHX Text

DRAINAGE EASEMENT

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

DUCTILE IRON

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EACH

AutoCAD SHX Text

EACH FACE

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

END RETURN

AutoCAD SHX Text

EACH WAY

AutoCAD SHX Text

EXCAVATE

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FLOWLINE

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

FIBER OPTIC CABLE

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FEET OR FOOT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

HIGH POINT OR HORSE POWER

AutoCAD SHX Text

HYDRAULIC GRADE LINE

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

HEAD WATER

AutoCAD SHX Text

HOT MIXED ASPHALTIC CONCRETE

AutoCAD SHX Text

INSIDE DIAMETER

AutoCAD SHX Text

INCH

AutoCAD SHX Text

INCLUDE (D) (ING)

AutoCAD SHX Text

INSULATION OR INSULATED

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

IRON PIPE OR IRON PIN

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

KILOVOLT

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

LOW POINT

AutoCAD SHX Text

LINEAR FOOT

AutoCAD SHX Text

LIP OF GUTTER

AutoCAD SHX Text

LIME-STABILIZED SUBGRADE

AutoCAD SHX Text

LEFT

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

METAL BEAM GAURD FENCE

AutoCAD SHX Text

MEDIUM

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

MISCELLANEOUS

AutoCAD SHX Text

MOTOR OPERATED

AutoCAD SHX Text

MIDPOINT

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORMALLY CLOSED

AutoCAD SHX Text

NOT FIELD VERIFIED

AutoCAD SHX Text

NATURAL GROUND

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text

NORMALLY OPEN

AutoCAD SHX Text

ON CENTER

AutoCAD SHX Text

OUTSIDE DIAMETER

AutoCAD SHX Text

OVERHEAD ELECTRIC WIRE

AutoCAD SHX Text

OPENING

AutoCAD SHX Text

OPPOSITE

AutoCAD SHX Text

ON CENTER EACH WAY

AutoCAD SHX Text

POINT OF CURVATURE OR PORTLAND CEMENT

AutoCAD SHX Text

PROPOSED GRADE LINE

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

POINT OF BEGINNING

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

POINT OF REVERSE CURVATURE

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

POINT OF TANGENCY

AutoCAD SHX Text

PUBLIC UTILITY EASEMENT

AutoCAD SHX Text

POLYVINYL CHLORIDE OR POINT OF VERTICAL CURVATURE

AutoCAD SHX Text

POINT OF VERTICAL INFLECTION

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

POINT OF VERTICAL TANGENCY

AutoCAD SHX Text

POINT OF COMPOUND CURVATURE

AutoCAD SHX Text

FLOW RATE, CUBIC FEET PER SECOND

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

RIGHT OF WAY

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

REFERENCE OR REFER

AutoCAD SHX Text

REINFORCE OR REINFORCED

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

RADIUS POINT

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

SQUARE FOOT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text

SPECIFICATION

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

SOUTHWESTERN BELL TELEPHONE CO.

AutoCAD SHX Text

SQUARE YARD

AutoCAD SHX Text

SYMMETRICAL

AutoCAD SHX Text

SYSTEM

AutoCAD SHX Text

TEMPORARY BENCHMARK

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

TEMPORARY

AutoCAD SHX Text

THICK

AutoCAD SHX Text

TOP OF BANK (BERM)

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

TOP OF GRATE

AutoCAD SHX Text

TOP OF PAVEMENT

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

UNDERGROUND ELECTRIC CABLE

AutoCAD SHX Text

UNLESS NOTED OTHERWISE

AutoCAD SHX Text

VELOCITY

AutoCAD SHX Text

VERTICAL CURVE

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

WEST

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WITH

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER SURFACE ELEVATION

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text

WELDED WIRE FABRIC

AutoCAD SHX Text

WASTE WATER

AutoCAD SHX Text

SW

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

DW

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

BW

AutoCAD SHX Text

BOTTOM OF WALL

AutoCAD SHX Text

AutoCAD SHX Text

STRM

AutoCAD SHX Text

STORM

AutoCAD SHX Text

M&M

AutoCAD SHX Text

MEET AND MATCH

AutoCAD SHX Text

123.00

AutoCAD SHX Text

AUTOMATIC FLUSH VALVE

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

CLSM

AutoCAD SHX Text

CONTROLLED LOW STRENGTH MATERIAL

CITY OF ROUND ROCK

LOT 2, BLOCK A

RUTLAND CHISHOLM TRAIL SUBDIVISION

W.C.C.D. 2008076964

O.P.R.W.C.T.

RUTLAND-CHISHOLM TRAIL SUBDIVISION

CABINET FF, SLIDE 107

W.C.C.D. 2008076964

O.P.R.W.C.T.

LOT 2

FEMA ZONE AE

(SEE SURVEYOR'S NOTE)

FEMA ZONE X "OTHER FLOOD AREAS"


FEMA ZONE AE


FEMA ZONE AE






7' CHAINLINK FENCE

7' CHAINLINK FENCE

7' CHAINLINK FENCE


CALLED 0.787 ACRE

W.C.C.D. 2004099284

O.P.R.W.C.T.

MISSOURI PACIFIC RAILROAD(60' RIGHT-OF-W

AY)

L.E. SCOTTREMAINDERTRACT 1


(NO DEED RECORDS FOUND)

CITY OF ROUND ROCK

CALLED 1.543 ACRES

W.C.C.D. 2001054267

O.P.R.W.C.T.

FEMA ZONE X


FEMA ZO(SEE SURVEYOR'

FEMA ZONE X


1

4

0

4

1

4

0

6

1

4

1

8

1

5

1

0

1

5

1

2

1

5

1

3

1

5

1

6

1

5

6

0

1

5

6

1

1

6

1

5

1

6

9

6

1

6

9

7

1

6

9

8

1

6

9

9

1

7

0

0

1

7

0

1

1

7

0

2

1

7

0

3

1

9

3

9

1

0

6

9

3

1

0

6

9

4

1

0

7

2

4

1

0

7

2

5

1

0

7

2

6

1

0

7

2

7

1

0

7

4

4

1

0

7

4

5

1

0

7

4

8

1

0

7

4

9

1

0

7

5

9

1

0

7

6

0

8

4

6

9

8

5

0

5

EXISTING SITE BENCHMARK 7ELEV: 718.97

DRAINAGE EASEMENT

DEDICATED FOR ULTIMATE

100-YR FLOOD PLAIN

(ZONE AE)

W.C.C.D. 2008076964

15' WASTEWATER EASEMENT

W.C.C.D. 208076964

10' P.U.E. AND SIDEWALK EASEMENT

W.C.C.D. 2008076964

WASTEWATER OVERALL

C100

GRAPHIC SCALE (FEET)

0 10 20 40

N

S

E

W


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

Know what's below. Call before you dig.

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606W

ASTEW

ATER.D

WG

, O

VERALL, 4/14/2017 11:27:11 AM

, tgieseke

PROJECT NO. 3-00606



SHEET C102SHEET C101

””

”

” –”

”” –

””

AutoCAD SHX Text

CHISHOLM TRAIL ROAD (R.O.W. VARIES)

AutoCAD SHX Text

SUNSET DRIVE (R.O.W. VARIES)

AutoCAD SHX Text

EX.10" W.L.10" W.L.

AutoCAD SHX Text

EX.6" W.L.6" W.L.

AutoCAD SHX Text

EX.8" W.L.8" W.L.

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

EX.8" W.W.L.8" W.W.L.

AutoCAD SHX Text

EX.8" W.W.L.8" W.W.L.

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

EX.84" W.W.L.84" W.W.L.

AutoCAD SHX Text

EX.84" W.W.L.84" W.W.L.

AutoCAD SHX Text

EX.16" W.W.L.16" W.W.L.

AutoCAD SHX Text

EX.12" W.W.L.12" W.W.L.

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

10105

AutoCAD SHX Text

OP

AutoCAD SHX Text

702.48

AutoCAD SHX Text

EX.2" W.L.2" W.L.

AutoCAD SHX Text

EX. PRESSURE TANK SHED

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

EXISTING WWMH #BC22016

AutoCAD SHX Text

EXISTING WWMH #BC22015

AutoCAD SHX Text

COMPLETELY FILL EXISTING 6" V.C. W.W. LINE WITH CEMENT GROUT AFTER ACCEPTANCE OF NEW W.W. LINE 290 L.F. MH "BC22015" TO MH "BC2227"

AutoCAD SHX Text

GENERAL NOTES: 1. WORK WITHIN CHISHOLM TRAIL SHALL BE PERFORMED AT NIGHT BETWEEN THE HOURS OF 8 PM AND 5 AM. CONTRACTOR SHALL INSTALL TRAFFIC RATED STEEL PLATES OVER TRENCH IF WORK IN R.O.W. IS NOT COMPLETE BY 5 AM. 2. ALL MANHOLES SHALL BE COATED & VACUUM TESTED. "SPRAYWALL" MANHOLE COATINGS SHALL BE USED ON ALL NEW (4) AND EXISTING (2) MANHOLES. 3. BRICK PAVERS IN CHISHOLM TRAIL DO NOT NEED TO BE REPLACED. RESTORE TRENCH W/HMAC. 4. PROPOSED CONNECTION TO EXISTING WW MH "BC2229" SHALL BE MADE WITH A CORE CONNECTION. 5. ALL MANHOLE LIDS IN PAVEMENT SHALL BE NON-BOLTED MH LIDS. ALL OTHER MH LIDS SHALL BE BOLTED. 6. ALL MANHOLE "PLUGS" AND INVERT REWORK SHALL BE INSTALLED WITH NON-SHRINK CONCRETE GROUT. 7. EXISTING FL ELEVATION IN 12" WW LINE AT STATION 1+00 WW LINE A SHALL BE VERIFIED IN FIELD PRIOR TO ANY UTILITY CONSTRUCTION. REPORT ELEVATION TO ENGINEER. 8. A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION. ALL TRAFFIC CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text

WASTEWATER LINE "A" & "A1" SEQUENCE OF CONSTRUCTION: 1.INSTALL EROSION AND SEDIMENT CONTROLS. INSTALL EROSION AND SEDIMENT CONTROLS. 2.INSTALL CAST-IN-PLACE WW MH 1 STATION 1+00 ON EXISTING WASTEWATER INSTALL CAST-IN-PLACE WW MH 1 STATION 1+00 ON EXISTING WASTEWATER LINE. 3.INSTALL 238 FEET OF 8” WW LINE A. INSTALL 238 FEET OF 8” WW LINE A. WW LINE A. 4.INSTALL WW MH 2 STATION 3+42. INSTALL WW MH 2 STATION 3+42. 5.INSTALL 103 FEET OF 8” WW LINE A. INSTALL 103 FEET OF 8” WW LINE A. WW LINE A. 6.INSTALL WW MH 3 STATION 4+48. INSTALL WW MH 3 STATION 4+48. 7.INSTALL TRAFFIC CONTROL FOR OVERNIGHT SINGLE LANE CLOSURE(S) IN INSTALL TRAFFIC CONTROL FOR OVERNIGHT SINGLE LANE CLOSURE(S) IN CHISOLM TRAIL. 8.INSTALL 57 FEET OF 8” WW LINE A IN OPEN CUT TRENCH IN CHISOLM TRAIL. INSTALL 57 FEET OF 8” WW LINE A IN OPEN CUT TRENCH IN CHISOLM TRAIL. WW LINE A IN OPEN CUT TRENCH IN CHISOLM TRAIL. 9.INSTALL CAST-IN-PLACE WW MH STATION 5+09 ON EXISTING WASTEWATER INSTALL CAST-IN-PLACE WW MH STATION 5+09 ON EXISTING WASTEWATER LINE. 10.TEST WW LINE A INCLUDING MH'S STATION 1+00 TO STATION 5+09. TEST WW LINE A INCLUDING MH'S STATION 1+00 TO STATION 5+09. 11.INSTALL 17 FEET WW LINE A1. INSTALL 17 FEET WW LINE A1. 12.TEST WW LINE A1 STATION 1+00 TO STATION 1+21. TEST WW LINE A1 STATION 1+00 TO STATION 1+21. 13.CUT EXISTING 8” PIPE IN WW LINE A – STATION 5+09 CAST-IN-PLACE MH, CUT EXISTING 8” PIPE IN WW LINE A – STATION 5+09 CAST-IN-PLACE MH, PIPE IN WW LINE A – STATION 5+09 CAST-IN-PLACE MH, STATION 5+09 CAST-IN-PLACE MH, PERMANENTLY PLUG EXISTING-OUTGOING 8” FL, AND MODIFY INVERT TO FLOW FL, AND MODIFY INVERT TO FLOW TO NEW 8” WW LINE A. WW LINE A. 14.CUT EXISTING 8” PIPE IN WW LINE A1 – STATION 1+21 CAST-IN-PLACE MH, CUT EXISTING 8” PIPE IN WW LINE A1 – STATION 1+21 CAST-IN-PLACE MH, PIPE IN WW LINE A1 – STATION 1+21 CAST-IN-PLACE MH, STATION 1+21 CAST-IN-PLACE MH, PERMANENTLY PLUG EXISTING-OUTGOING 8” FL, AND MODIFY INVERT TO FLOW FL, AND MODIFY INVERT TO FLOW TO NEW 8” WW LINE A1. WW LINE A1. 15.FILL EXISTING/ABANDONED WW LINES W/GROUT. FILL EXISTING/ABANDONED WW LINES W/GROUT. 16.ABANDON WW MANHOLE "BC2227" IN CHISHOLM TRAIL. ABANDON WW MANHOLE "BC2227" IN CHISHOLM TRAIL. 17.RESTORE PAVEMENT PER PLANS AND DETAILS. RESTORE PAVEMENT PER PLANS AND DETAILS. 18.RESTORE ALL LANDSCAPE AND DISTURBED AREAS PER PLANS AND DETAILS. RESTORE ALL LANDSCAPE AND DISTURBED AREAS PER PLANS AND DETAILS. 19.REMOVE TRAFFIC CONTROLS IN CHISOLM TRAIL. REMOVE TRAFFIC CONTROLS IN CHISOLM TRAIL. 20.REMOVE TEMPORARY EROSION CONTROLS & TREE PROTECTION FENCE.REMOVE TEMPORARY EROSION CONTROLS & TREE PROTECTION FENCE.

AutoCAD SHX Text

REMOVE PIPE 2-FEET OUTSIDE MH. PLUG PIPE PRIOR TO FILLING W/ GROUT. INSTALL CONCRETE BLOCK OUTSIDE MH W/ SMOOTH INTERIOR WALL PRIOR TO COATING W/ SPRAYWALL.

AutoCAD SHX Text

PROPOSED 8" SDR 26 WW LINE A

AutoCAD SHX Text

CHAIN LINK TREE PROTECTION FENCE 196 LF, PER DETAIL EC-03 & EC-04, G1 & G6/C202

AutoCAD SHX Text

CHAIN LINK TREE PROTECTION FENCE 218 LF, PER DETAIL EC-03 & EC-04, G1 & G6/C202

AutoCAD SHX Text

INSTALL EROSION CONTROL LOG 164 LF, PER DETAIL EC-17, A6/C202

AutoCAD SHX Text

ABANDON EXISTING WW MH "BC2227" PER DETAIL WW-15, G10/C201. PUMP GROUT INTO ABANDONED WW LINES FROM THIS MH PRIOR TO ABANDONING.

AutoCAD SHX Text

CONCRETE PAVEMENT REPAIR (±144 SF).REPAIR CONC. PER DETAIL ST-06, G10/C203.

AutoCAD SHX Text

COMPLETELY FILL EXISTING 6" V.C. W.W. LINE WITH CEMENT GROUT AFTER ACCEPTANCE OF NEW W.W. LINE 15 L.F. NEW CAST-IN-PLACE MH 4 TO MH "BC2227"

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED 8" SDR 26 WW LINE A1

AutoCAD SHX Text

HMAC PAVEMENT & TRENCH REPAIR (±388 SF).WITH TYPE D HMAC PER DETAIL WW-17, A1/C201.

AutoCAD SHX Text

CONCRETE DRIVEWAY REPAIR (±257 SF) PER DETAILST-03, G6/C203

AutoCAD SHX Text


AutoCAD SHX Text

INSTALL INLET PROTECTION PER DETAIL EC-13, A1/C202

AutoCAD SHX Text

EXISTING WW SERVICE (TO REMAIN)

AutoCAD SHX Text

REMOVE PIPE 2-FEET OUTSIDE NEW MANHOLE & INSTALL A PERMANENT PLUG IN LINE.

CITY OF ROUND ROCKLOT 2, BLOCK A


W.C.C.D. 2008076964O.P.R.W

.C.T.

B L O C K "A"FINAL PLAT

RUTLAND-CHISHOLM TRAIL SUBDIVISION

CABINET FF, SLIDE 107W

.C.C.D. 2008076964O.P.R.W

.C.T.

LOT 2

BRUSHY CREEK

FEMA ZONE AE(SEE SURVEYOR'S NOTE)




7' CHAINLINK FENCE

7' CHAINLINK FENCE

7' CHAINLINK FENCE


(NO DEED RECORDS FOUND)

FEMA ZONE X(SEE SURVEYOR'S NOTE)

1

6

9

6

1

6

9

7

1

6

9

8

1

6

9

9

1

7

0

0

1

7

0

1

1

7

0

2

1

7

0

3

1

9

3

9

8

5

0

5

8

5

9

7

8

5

9

8

8

5

9

9

EXISTING SITE BENCHMARK 7

ELEV: 718.97

DRAINAGE EASEMENT

DEDICATED FOR ULTIMATE

100-YR FLOOD PLAIN(ZONE AE)

W.C.C.D. 2008076964

15' WASTEW

ATER EASEMENTW

.C.C.D. 208076964

WASTEWATER PLAN & PROFILE

C101


0 10 20 40

N

S

E

W


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED


BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606W

ASTEW

ATER.D

WG

, W

W-1, 4/14/2017 11:27:15 AM

, tgieseke

PROJECT NO. 3-00606



MA

TC

HL

INE

3+5

0.00

MATCHLINE 3+50.00

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

EX.84" W.W.L.84" W.W.L.

AutoCAD SHX Text

EX.16" W.W.L.16" W.W.L.

AutoCAD SHX Text

EX.12" W.W.L.12" W.W.L.

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

EX.2" W.L.2" W.L.

AutoCAD SHX Text

EX. PRESSURE TANK SHED

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

CHISOLM TRAIL ROAD

AutoCAD SHX Text

NATURAL GROUND @ CENTERLINE OF PIPE

AutoCAD SHX Text


AutoCAD SHX Text

INSTALL EROSION CONTROL LOG 164 LF, PER DETAIL EC-17, A6/C202

AutoCAD SHX Text

CHAINLINK TREE PROTECTION FENCE 218 LF, PER DETAIL EC-03 & EC-04, G1 & G6/C202

AutoCAD SHX Text

CHAINLINK TREE PROTECTION FENCE 196 LF, PER DETAIL EC-03 & EC-04, G1 & G6/C202

AutoCAD SHX Text


CITY OF ROUND ROCK

LOT 2, BLOCK A


W.C.C.D. 2008076964

O.P.R.W.C.T.

LOT 2

L.E. SCOTTREMAINDERTRACT 1

1

6

9

6

1

0

6

9

4

8

4

6

9

EXISTING SITE BENCHMARK 7ELEV: 718.97

10' P.U.E. AND SIDEWALK EASEMENT

W.C.C.D. 2008076964

WASTEWATER PLAN & PROFILE

C102


0 10 20 40

N

S

E

W


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED


BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606W

ASTEW

ATER.D

WG

, W

W-2, 4/14/2017 11:27:19 AM

, tgieseke

PROJECT NO. 3-00606



MA

TC

HL

INE

3+5

0.00

MA

TC

HL

INE

3+50.00

AutoCAD SHX Text

CHISHOLM TRAIL ROAD (R.O.W. VARIES)

AutoCAD SHX Text

SUNSET DRIVE (R.O.W. VARIES)

AutoCAD SHX Text

EX.10" W.L.10" W.L.

AutoCAD SHX Text

EX.6" W.L.6" W.L.

AutoCAD SHX Text

EX.8" W.L.8" W.L.

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

EX.8" W.W.L.8" W.W.L.

AutoCAD SHX Text

EX.8" W.W.L.8" W.W.L.

AutoCAD SHX Text

EX.6" W.W.L.6" W.W.L.

AutoCAD SHX Text

EX.2" W.L.2" W.L.

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

CHISHOLM TRAIL ROAD

AutoCAD SHX Text

EX. WWMH BC2226

AutoCAD SHX Text

CONCRETE PAVEMENT REPAIR (±144 SF).REPAIR CONC. PER DETAIL ST-06, G10/C203

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EX. 8" W.W. LINE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED 8" SDR 26 WW LINE A1

AutoCAD SHX Text

OPEN CUT TRENCH W/ CLSM BACKFILL, PER DETAIL WW-17, A1/C201

AutoCAD SHX Text

OPEN CUT TRENCH W/ CLSM BACKFILL, PER DETAIL WW-17, A1/C201

AutoCAD SHX Text

ABANDON EXISTING WW MH PER DETAIL WW-15. PUMP GROUT INTO ABANDONED WW LINES FROM THIS MH PRIOR TO ABANDONING.

AutoCAD SHX Text

COMPLETELY FILL EXISTING 6" V.C. W.W. LINE WITH CEMENT GROUT AFTER ACCEPTANCE OF NEW W.W. LINE. 15 L.F. NEW CAST-IN-PLACE MH 4 TO MH "BC2227"

AutoCAD SHX Text


AutoCAD SHX Text

HMAC PAVEMENT & TRENCH REPAIR (±388 SF).REPAIR WITH TYPE D HMAC PER DETAIL WW-17, A1/C201

AutoCAD SHX Text

CONCRETE DRIVEWAY REPAIR (±257SF) PER DETAIL ST-03, G6/C203

AutoCAD SHX Text

INSTALL INLET PROTECTION PER DETAIL EC-13, A1/C202

DETAILS

C200


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606D

ETAILS.D

WG

, X, 4/14/2017 11:27:23 AM

, tgieseke

PROJECT NO. 3-00606



G6 CAST-IN-PLACE BASE FOR CONC. WW MH DETAILN.T.S.

A1N.T.S.

A6N.T.S.

G1N.T.S.

CITY OF ROUND ROCK

CITY OF ROUND ROCK CITY OF ROUND ROCK

CITY OF ROUND ROCK

G10 MH VENT FOR BELOW GROUND INSTALLATION DETAILN.T.S.

A10 PRECAST 48" CONCENTRIC CONC. CONE SECTIONN.T.S.

PRECAST CONCRETE WW MANHOLE DETAIL

CITY OF ROUND ROCK

BOLTED WW MANHOLE COVER AND FRAME DETAIL NON-BOLTED WW MH COVER AND FRAME DETAIL

CITY OF ROUND ROCK

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

WW-07

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

MANHOLE COVER PLAN VIEW

AutoCAD SHX Text

MANHOLE FRAME PLAN VIEW

AutoCAD SHX Text

2"

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

M

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

S

AutoCAD SHX Text

U

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

3

AutoCAD SHX Text

V

AutoCAD SHX Text

2

AutoCAD SHX Text

-

AutoCAD SHX Text

A

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

MANHOLE COVER SECTION VIEW

AutoCAD SHX Text

2 7/8"

AutoCAD SHX Text

1 1/2"

AutoCAD SHX Text

7/8"

AutoCAD SHX Text

3 13/16"

AutoCAD SHX Text

2 7/16"

AutoCAD SHX Text

1 3/4"R

AutoCAD SHX Text

PICKBAR DETAIL

AutoCAD SHX Text

1/2"

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

BOLT HOLE SECTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

USE OF THIS DETAIL. (NOT TO SCALE)

AutoCAD SHX Text

RESPONSIBILITY FOR THE APPROPRIATE

AutoCAD SHX Text

THE ARCHITECT/ENGINEER ASSUMES

AutoCAD SHX Text

ON FILE AT PUBLIC WORKS

AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

MIN. 1/4"

AutoCAD SHX Text

STAR SECTION VIEW

AutoCAD SHX Text

MAX. 3/8"

AutoCAD SHX Text

MIN. 3/32"

AutoCAD SHX Text

MAX. 1/8"

AutoCAD SHX Text

MANHOLE FRAME SECTION VIEW

AutoCAD SHX Text

3/4"

AutoCAD SHX Text

1 1/2" LETTERS (RECESSED FLUSH) (BOOKMAN OLD STYLE)

AutoCAD SHX Text

1" LETTERS (RECESSED FLUSH) (BOOKMAN OLD STYLE)

AutoCAD SHX Text

DRILL HOLES FOR NUMBER PLATE (SEE NOTE #13)

AutoCAD SHX Text

PROVIDE ETCHING AROUND ALL STARS

AutoCAD SHX Text

32" COVER

AutoCAD SHX Text

PICKBAR

AutoCAD SHX Text

1" DIAMETER X 4" LONG H.R.S. ROD.

AutoCAD SHX Text

BOLTED WASTEWATER MANHOLE COVER AND FRAME DETAIL

AutoCAD SHX Text

NOTES: 1.COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE, SEWER, UTILITY AND RELATED COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE, SEWER, UTILITY AND RELATED CASTINGS: AASHTO DESIGNATION M306-04. 2.MANHOLE COVER SHALL BE MODEL NUMBER: V-2432-3 (PRODUCT NUMBER: 42432033), AS MANUFACTURED BY MANHOLE COVER SHALL BE MODEL NUMBER: V-2432-3 (PRODUCT NUMBER: 42432033), AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. 3.MANHOLE FRAME SHALL BE MODEL NUMBER: V-2432 (PRODUCT NUMBER: 42432010), AS MANUFACTURED BY EAST MANHOLE FRAME SHALL BE MODEL NUMBER: V-2432 (PRODUCT NUMBER: 42432010), AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. 4.MANHOLE COVER AND FRAME ASSEMBLY, IF ORDERED AS A SET, SHALL BE MODEL NUMBER: V-2432 (PRODUCT MANHOLE COVER AND FRAME ASSEMBLY, IF ORDERED AS A SET, SHALL BE MODEL NUMBER: V-2432 (PRODUCT NUMBER: 42432073), AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. 5.ALL CORNERS AND EDGES SHALL HAVE A 1/16" MINIMUM AND 1/8" MAXIMUM RADIUS. ALL CORNERS AND EDGES SHALL HAVE A 1/16" MINIMUM AND 1/8" MAXIMUM RADIUS. 6.MANHOLE COVERS SHALL BE CAST WITH TWO 1" DIAMETER STEEL PICKBARS. MANHOLE COVERS SHALL BE CAST WITH TWO 1" DIAMETER STEEL PICKBARS. 7.MANHOLE COVER WEIGHT SHALL BE 175 LBS. FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND MANHOLE COVER WEIGHT SHALL BE 175 LBS. FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND BOTTOM OF COVER. 8.MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS HS-20 LOADING. MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS HS-20 LOADING. 9.FILLETS SHALL BE 1/4" RADIUS UNLESS OTHERWISE SPECIFIED. FILLETS SHALL BE 1/4" RADIUS UNLESS OTHERWISE SPECIFIED. 10.MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. 11.COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COATING, PRIOR TO SHIPMENT FROM FOUNDRY. COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COATING, PRIOR TO SHIPMENT FROM FOUNDRY. 12.BOLTS SHALL BE 5/8"-11NC X 2" LONG HEX STAINLESS STEEL WITH WASHER. BOLTS SHALL BE 5/8"-11NC X 2" LONG HEX STAINLESS STEEL WITH WASHER. 13.MANUFACTURER SHALL DRILL 2-3/16"X1/2" DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE MANUFACTURER SHALL DRILL 2-3/16"X1/2" DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE CITY OF ROUND ROCK. THE TOP HOLE SHALL BE DRILLED 1" O.C. FROM THE BOTTOM OF THE PICKBAR AND THE BOTTOM HOLE SHALL BE DRILLED 4" O.C. FROM THE TOP HOLE.

AutoCAD SHX Text

CLEAR OPENING

AutoCAD SHX Text

12"

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

2"

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

WW-01

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

12-04-13

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

MANHOLE DETAIL

AutoCAD SHX Text

PRECAST CONCRETE WASTEWATER

AutoCAD SHX Text

12"

AutoCAD SHX Text


AutoCAD SHX Text

FINISHED GRADE (IN PAVEMENT)

AutoCAD SHX Text

STANDARD FRAME AND COVER, AS PER DETAILS WW-07 AND WW-08

AutoCAD SHX Text

FINISHED GRADE (NOT IN PAVEMENT)

AutoCAD SHX Text

INTERIOR COATING. INCLUDES ALL INTERIOR CONCRETE SURFACES OF MH (SEE NOTE #10)

AutoCAD SHX Text

BACKFILL, AS PER DETAILS WW-17 AND WW-18

AutoCAD SHX Text

EPOXY GROUT INSIDE OF ALL JOINTS

AutoCAD SHX Text

PRECAST REINFORCED CONCRETE BASE PER CONCRETE PRODUCTS, INC., OR APPROVED EQUAL

AutoCAD SHX Text

FLEXIBLE "SEAL BOOT" RESILIENT CONNECTOR, AS PER DETAIL WW-10

AutoCAD SHX Text

6" CONCRETE SLAB (4000 TO 4500 P.S.I.) WITH #4 @12" O.C. STEEL REINFORCEMENT

AutoCAD SHX Text

BED MANHOLE AND PIPE WITH MINIMUM 8" THICK 3/4" WASHED ROCK GRAVEL OR OTHER CRUSHED STONE ACCEPTABLE TO THE CITY OF ROUND ROCK

AutoCAD SHX Text

GROUT

AutoCAD SHX Text

EXTERIOR OF EACH JOINT SHALL BE WRAPPED WITH A 6" EXTRUDED BUTYL ADHESIVE TAPE

AutoCAD SHX Text

PRECAST CONCENTRIC CONCRETE CONE SECTION, AS PER DETAIL WW-09

AutoCAD SHX Text

FRAME ADJUSTMENT (SEE NOTE #6)

AutoCAD SHX Text

NOTES: 1.IF DROP IS SIX INCHES (6") TO TWO FEET (2'-0"), CONSTRUCTION OF DROP SHALL PROVIDE AN OVERSIZED IF DROP IS SIX INCHES (6") TO TWO FEET (2'-0"), CONSTRUCTION OF DROP SHALL PROVIDE AN OVERSIZED INVERT TO EXTEND UNDER THE DROP CONNECTION. 2.SEE CONSTRUCTION PLANS FOR MANHOLE SIZE, LOCATION, CONFIGURATION, TYPE OF TOP SECTION, VENTING SEE CONSTRUCTION PLANS FOR MANHOLE SIZE, LOCATION, CONFIGURATION, TYPE OF TOP SECTION, VENTING REQUIREMENTS, PIPE SIZES AND TYPES. 3.MANHOLES SHALL BE PRECAST ASTM C478 BELL AND SPIGOT WITH "O" RING JOINTS. MANHOLES SHALL BE PRECAST ASTM C478 BELL AND SPIGOT WITH "O" RING JOINTS. 4.MANHOLES TO BE DESIGNED TO RESIST LATERAL AND VERTICAL SOIL FORCES RESULTING FROM MANHOLE DEPTH. MANHOLES TO BE DESIGNED TO RESIST LATERAL AND VERTICAL SOIL FORCES RESULTING FROM MANHOLE DEPTH. ADDITIONALLY, MANHOLES LOCATED IN PAVEMENT TO BE DESIGNED FOR H20 TRAFFIC LOADING. 5.ALL MANHOLE COVERS SHALL BE BOLTED AND GASKETED, WHEN MANHOLES ARE LOCATED OUTSIDE OF ALL MANHOLE COVERS SHALL BE BOLTED AND GASKETED, WHEN MANHOLES ARE LOCATED OUTSIDE OF PAVEMENT. 6.FRAME ADJUSTMENT HEIGHT SHALL CONSIST OF FIVE INCHES (5") MINIMUM TO EIGHTEEN INCHES (18") FRAME ADJUSTMENT HEIGHT SHALL CONSIST OF FIVE INCHES (5") MINIMUM TO EIGHTEEN INCHES (18") MAXIMUM. GRADE RINGS SHALL BE GROUTED WITH A NON-SHRINK GROUT INSIDE AND OUTSIDE. HDPE GRADE RINGS, AS MANUFACTURED BY LABTECH, INCORPORATED, OR EQUAL, MAY NOT BE USED. 7.FOR MANHOLES TO BE VENTED, SEE DETAILS WW-05 AND WW-06. FOR MANHOLES TO BE VENTED, SEE DETAILS WW-05 AND WW-06. 8.A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO THE FLOW STREAM. ALL A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO THE FLOW STREAM. ALL P.V.C. PIPE SHALL BE REMOVED FROM INVERT. 9.BASE SECTION SHALL BE DESIGNED FOR H20 LOADING, PLUS EARTH LOAD AT 130 PCF. BASE SECTION SHALL BE DESIGNED FOR H20 LOADING, PLUS EARTH LOAD AT 130 PCF. 10.ENTIRE INTERIOR CONCRETE SURFACES OF WASTEWATER MANHOLES TO BE COATED WITH RAVEN 405, ENTIRE INTERIOR CONCRETE SURFACES OF WASTEWATER MANHOLES TO BE COATED WITH RAVEN 405, INTERIOR CONCRETE SURFACES OF WASTEWATER MANHOLES TO BE COATED WITH RAVEN 405, SPRAYWALL, OR APPROVED EQUAL, (WITH A UNIFORM THICKNESS OF 124 MILS AND A MINIMUM THICKNESS OF 100 MILS, APPLIED AFTER MANHOLE HAS PASSED THE VACUUM TEST). FOR REHABILITATING MANHOLES 1/2" MIN. THICKNESS CALCIUM ALUMINATE CEMENTITIOUS COATING AND OTHER INTERIOR SURFACES MAY BE COATED IF RECOMMENDED BY COATING MANUFACTURER. (IN LIEU OF INTERIOR COATINGS NEW PRECAST MANHOLES CONTAINING CONSHIELD WILL BE ACCEPTED PROVIDING THE MANUFACTURER STENCILS "CONSHIELD" ON THE INSIDE AND OUTSIDE OF ALL MANHOLE SECTIONS.)

AutoCAD SHX Text

RUBBER O-RING (TYP)

AutoCAD SHX Text

FLOMATIC MODEL 408 BALL CHECK VALVE

AutoCAD SHX Text

(SEE NOTE #4)

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

4 3/4"

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MIN

AutoCAD SHX Text

NOTES: 1.AIR VENT PIPE TO BE 4" D.I.P., CLASS 53 WITH FLANGED CONNECTIONS. AIR VENT PIPE TO BE 4" D.I.P., CLASS 53 WITH FLANGED CONNECTIONS. 2.ALL FITTINGS TO BE 150 PSIG RATED & ANSI/AWWA C110/A21.10. ALL FITTINGS TO BE 150 PSIG RATED & ANSI/AWWA C110/A21.10. 3.AIR VENT PIPE RISER SHALL BE INSTALLED TO A MINIMUM DEPTH FROM GROUND SURFACE AS POSSIBLE, AIR VENT PIPE RISER SHALL BE INSTALLED TO A MINIMUM DEPTH FROM GROUND SURFACE AS POSSIBLE, PREFERABLY LOCATED IN THE CONCENTRIC CONCRETE CONE. 4.MINIMUM ELEVATION AT THE VENT OPENING SHALL BE 1 FOOT (1'-0") ABOVE THE ULTIMATE 100 YEAR FLOOD MINIMUM ELEVATION AT THE VENT OPENING SHALL BE 1 FOOT (1'-0") ABOVE THE ULTIMATE 100 YEAR FLOOD PLAIN ELEVATION. IF ELEVATION OF VENT OPENING IS LESS THAN 1 FOOT (1'-0") ABOVE THE ULTIMATE 100 YEAR FLOOD PLAIN ELEVATION, A FLOMATIC MODEL 408, PART #2145 BALL CHECK VALVE, OR APPROVED EQUAL, WITH FLOATING TYPE BALL, SHALL BE INSTALLED AT DOWN TURNED OPENING OF VENT. A 16 MESH 304 STAINLESS STEEL INSECT SCREEN SHALL BE PLACED IN THE OPENING.

AutoCAD SHX Text

30" DIA CL III RCP VAULT W/ FRAME & GRATE TO FIT

AutoCAD SHX Text

BED PRECAST CONCRETE VAULT ON 3/4" WASHED ROCK GRAVEL OR OTHER CRUSHED STONE ACCEPTABLE TO THE CITY OF ROUND ROCK

AutoCAD SHX Text

4" D.I.P. (SEE NOTE #1)

AutoCAD SHX Text

FILL AROUND PIPE WITH NON-SHRINK, HIGH STRENGTH GROUT

AutoCAD SHX Text

NOTED OTHERWISE (SEE PLAN AND PROFILE DRAWINGS)

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

WW-05

AutoCAD SHX Text

MANHOLE VENT FOR BELOW GROUND INSTALLATION DETAIL (DEVELOPED AREAS)

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

WW-08

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

COVER AND FRAME DETAIL

AutoCAD SHX Text

NON-BOLTED WASTEWATER MANHOLE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

MANHOLE FRAME PLAN VIEW

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

M

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

S

AutoCAD SHX Text

U

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

3

AutoCAD SHX Text

V

AutoCAD SHX Text

1

AutoCAD SHX Text

-

AutoCAD SHX Text

A

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

MANHOLE COVER SECTION VIEW

AutoCAD SHX Text

32"

AutoCAD SHX Text

2 7/8"

AutoCAD SHX Text

1 1/2"

AutoCAD SHX Text

7/8"

AutoCAD SHX Text

3 13/16"

AutoCAD SHX Text

2 7/16"

AutoCAD SHX Text

1 3/4"R

AutoCAD SHX Text

PICKBAR DETAIL

AutoCAD SHX Text

MANHOLE COVER PLAN VIEW

AutoCAD SHX Text

MIN. 1/4"

AutoCAD SHX Text

STAR SECTION VIEW

AutoCAD SHX Text

MAX. 3/8"

AutoCAD SHX Text

MIN. 3/32"

AutoCAD SHX Text

MAX. 1/8"

AutoCAD SHX Text

2"

AutoCAD SHX Text

1 1/2" LETTERS (RECESSED FLUSH) (BOOKMAN OLD STYLE)

AutoCAD SHX Text

1" LETTERS (RECESSED FLUSH) (BOOKMAN OLD STYLE)

AutoCAD SHX Text

DRILL HOLES FOR NUMBER PLATE (SEE NOTE #13)

AutoCAD SHX Text

PROVIDE ETCHING AROUND ALL STARS

AutoCAD SHX Text

32" COVER

AutoCAD SHX Text

PICKBAR

AutoCAD SHX Text

1" DIAMETER X 4" LONG H.R.S. ROD.

AutoCAD SHX Text

MANHOLE FRAME SECTION VIEW

AutoCAD SHX Text

NOTES: 1.COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE, SEWER, UTILITY AND RELATED COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE, SEWER, UTILITY AND RELATED CASTINGS: AASHTO DESIGNATION M306-04. 2.MANHOLE COVER SHALL BE MODEL NUMBER: V-1432-3 (PRODUCT NUMBER: 41432059), AS MANUFACTURED BY MANHOLE COVER SHALL BE MODEL NUMBER: V-1432-3 (PRODUCT NUMBER: 41432059), AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. 3.MANHOLE FRAME SHALL BE MODEL NUMBER: V-1432 (PRODUCT NUMBER: 41432010), AS MANUFACTURED BY EAST MANHOLE FRAME SHALL BE MODEL NUMBER: V-1432 (PRODUCT NUMBER: 41432010), AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. 4.MANHOLE COVER AND FRAME ASSEMBLY, IF ORDERED AS A SET, SHALL BE MODEL NUMBER: V-1432 (PRODUCT MANHOLE COVER AND FRAME ASSEMBLY, IF ORDERED AS A SET, SHALL BE MODEL NUMBER: V-1432 (PRODUCT NUMBER: 41432089), AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. 5.ALL CORNERS AND EDGES SHALL HAVE A 1/16" MINIMUM AND 1/8" MAXIMUM RADIUS. ALL CORNERS AND EDGES SHALL HAVE A 1/16" MINIMUM AND 1/8" MAXIMUM RADIUS. 6.MANHOLE COVERS SHALL BE CAST WITH TWO 1" DIAMETER STEEL PICKBARS. MANHOLE COVERS SHALL BE CAST WITH TWO 1" DIAMETER STEEL PICKBARS. 7.MANHOLE COVER WEIGHT SHALL BE 175 LBS. FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND MANHOLE COVER WEIGHT SHALL BE 175 LBS. FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND BOTTOM OF COVER. 8.MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS HS-20 LOADING. MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS HS-20 LOADING. 9.FILLETS SHALL BE 1/4" RADIUS UNLESS OTHERWISE SPECIFIED. FILLETS SHALL BE 1/4" RADIUS UNLESS OTHERWISE SPECIFIED. 10.MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. 11.COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COATING, PRIOR TO SHIPMENT FROM FOUNDRY. COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COATING, PRIOR TO SHIPMENT FROM FOUNDRY. 12.MANUFACTURER SHALL DRILL 2-3/16"X1/2" DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE MANUFACTURER SHALL DRILL 2-3/16"X1/2" DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE CITY OF ROUND ROCK. THE TOP HOLE SHALL BE DRILLED 1" O.C. FROM THE BOTTOM OF THE PICKBAR AND THE BOTTOM HOLE SHALL BE DRILLED 4" O.C. FROM THE TOP HOLE.

AutoCAD SHX Text

3"

AutoCAD SHX Text

6 1/2"

AutoCAD SHX Text

12" MINIMUM

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

WW-04

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

PERMISSIBLE

AutoCAD SHX Text

CONSTRUCTION JOINT

AutoCAD SHX Text

2" COVER.

AutoCAD SHX Text


AutoCAD SHX Text

MANHOLE DETAIL

AutoCAD SHX Text

FOR CONCRETE WASTEWATER

AutoCAD SHX Text

CAST-IN-PLACE BASE

AutoCAD SHX Text

2

AutoCAD SHX Text

1

AutoCAD SHX Text

USE STANDARD NEOPRENE PIPE GASKET OR FLEXIBLE "SEAL BOOT" RESILIENT CONNECTOR, AS PER DETAIL WW-10

AutoCAD SHX Text

GROUT WATERTIGHT

AutoCAD SHX Text

INVERT CHANNEL (SEE DETAIL AND NOTE #4 BELOW)

AutoCAD SHX Text

BACKFILL, AS PER DETAILS WW-17 AND WW-18

AutoCAD SHX Text

BOTTOM SECTION OF RISER PIPE IS BUTT AND GROOVE (SEE NOTE #3)

AutoCAD SHX Text

PERMISSIBLE CONSTRUCTION JOINT

AutoCAD SHX Text

#3 BARS @ 6" O.C. (RINGS) AROUND VERTICALS

AutoCAD SHX Text

#5 BARS @ 8" O.C. (VERTICALS)

AutoCAD SHX Text

CONCRETE BASE FOR MANHOLE SHALL BE FORMED AND CAST-IN-PLACE BY THE CONTRACTOR

AutoCAD SHX Text

#5 BARS @ 8" O.C.E.W.

AutoCAD SHX Text

6" MINIMUM

AutoCAD SHX Text

BED MANHOLE AND PIPE WITH MINIMUM 8" THICK 3/4" WASHED ROCK GRAVEL OR OTHER CRUSHED STONE ACCEPTABLE TO THE CITY OF ROUND ROCK. (SEE DETAIL WW-01, FOR BEDDING LIMITS)

AutoCAD SHX Text

RADIUS IS EQUAL TO 1/4 DIAMETER OF PIPE

AutoCAD SHX Text

INVERT CHANNEL DEPTH SHALL BE A MINIMUM 1/2 THE DIAMETER OF THE LARGEST PIPE OR FOUR INCHES (4") DEEP

AutoCAD SHX Text

2:1 SLOPE TO MANHOLE WALL FROM TOP OF INVERT CHANNEL

AutoCAD SHX Text

RUBBER O-RING (TYP)

AutoCAD SHX Text

NOTES: 1.CAST-IN-PLACE BASE SHALL BE 4000 TO 4500 P.S.I. CONCRETE, 28 DAY STRENGTH. CAST-IN-PLACE BASE SHALL BE 4000 TO 4500 P.S.I. CONCRETE, 28 DAY STRENGTH. 2.STEEL SHALL BE GRADE 60. STEEL SHALL BE GRADE 60. 3.MANHOLE RISER PIPE FURNISHED IN LENGTHS OF ONE (1), TWO (2), THREE (3), FOUR (4) OR SIX (6) FEET AND MANHOLE RISER PIPE FURNISHED IN LENGTHS OF ONE (1), TWO (2), THREE (3), FOUR (4) OR SIX (6) FEET AND SHALL BE IN ACCORDANCE WITH ASTM C478. 4.INVERT CHANNEL SHALL BE PROVIDED THAT AS MUCH AS POSSIBLE, FORMS A SMOOTH CONTINUATION OF INLET INVERT CHANNEL SHALL BE PROVIDED THAT AS MUCH AS POSSIBLE, FORMS A SMOOTH CONTINUATION OF INLET AND OUTLET PIPES. 5.BASE SHALL BE PROPERLY FORMED IN THE FIELD WITH WOOD OR OTHER APPROVED FORMS. BASE SHALL BE PROPERLY FORMED IN THE FIELD WITH WOOD OR OTHER APPROVED FORMS. 6.VERTICAL BARS MAY BE EXTENSIONS OF BOTTOM STEEL OR SEPARATE FROM, BUT TIED TO BOTTOM STEEL.VERTICAL BARS MAY BE EXTENSIONS OF BOTTOM STEEL OR SEPARATE FROM, BUT TIED TO BOTTOM STEEL.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

WW-09

AutoCAD SHX Text

PRECAST 48" CONCENTRIC CONCRETE CONE SECTION DETAIL

AutoCAD SHX Text

PROVISION MADE FOR (2) WHIRLEY LIFT INSERTS LOCATED AT CENTER OF GRAVITY OR ABOVE, AS PER MANUFACTURER

AutoCAD SHX Text

NOTE: CONCENTRIC CONCRETE CONE SECTION SHALL BE MANUFACTURED USING 4000 TO 4500 P.S.I. CONCRETE, 28 DAY STRENGTH AND IN ACCORDANCE WITH ASTM C478, AS MANUFACTURED BY CONCRETE PRODUCTS, INCORPORATED, OR APPROVED EQUAL.

DETAILS

C201


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606D

ETAILS.D

WG

, X (2), 4/14/2017 11:27:26 AM

, tgieseke

PROJECT NO. 3-00606



G1 FELXIBLE "SEAL BOOT" RESILIENT CONNECTOR DETAILN.T.S.

G6 WW FLOW PATTERNS FOR INVERT CHANNELSN.T.S.

MANHOLE NOTES

MATERIAL SCHEDULE

A1 NOT USEDN.T.S.

A6N.T.S.

CITY OF ROUND ROCKCITY OF ROUND ROCK

A10N.T.S.

G10 WASTEWATER MANHOLE ABANDONMENT DETAILN.T.S.

CITY OF ROUND ROCK CITY OF ROUND ROCK

WW LINE BEDDING & SURFACE REPAIR (UNPAVED)

CITY OF ROUND ROCK

WW LINE BEDDING & PVMNT. REPAIR (EX. PAVED SURFACE)

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

1. PRECAST CONCRETE MANHOLES SHALL BE REINFORCED AND CONCRETE SHALL BE SULFATE RESISTANT WITH AN ANTI-MICROBIAL AGENT AS PER SPECIFICATION SECTION 33 05 14 - "PUBLIC MANHOLES AND STRUCTURES". 2. INVERTS SHALL BE SHAPED AND FINISHED BY HAND FLOAT AND TROWEL. 3. STANDARD 4'-0" DIAMETER MANHOLES TO BE CONSTRUCTED ON PIPES SMALLER THAN 18" IN DIAMETER. 4. STANDARD 6'-0" DIAMETER MANHOLES TO BE CONSTRUCTED ON PIPES 18" THROUGH 36" IN DIAMETER. 5. A MAXIMUM OF 2 INCHES OF MORTAR MAY BE USED TO BRING RING AND COVER TO GRADE. 6. A MINIMUM OF 4" & MAXIMUM OF 12" OF THROAT RINGS AND GROUT TO BE APPLIED TO MANHOLES TO ALLOW FOR FUTURE ADJUSTMENT. DONUTS, RINGS, AND COVER SHALL BE SET IN A BED OF GROUT. 7. WHERE MANHOLES ARE INSTALLED IN UNDEVELOPED AREAS SUCH AS FIELDS, THE TOP OF THE MANHOLE SHALL BE BETWEEN 8" AND ONE FOOT ABOVE NATURAL GROUND.

AutoCAD SHX Text

FOUNDATION: COARSE AGGREGATE (TYPE A2).

AutoCAD SHX Text

EMBEDMENT MATERIAL: COARSE AGGREGATE TYPE ______; PER SPECIFICATION SECTION 31 23 17 - TRENCHING.

AutoCAD SHX Text

TRENCH BACKFILL PER SPECIFICATION SECTION 31 23 17 - TRENCHING (IN AREAS INFLUENCED BY VEHICULAR TRAFFIC)

AutoCAD SHX Text

TRENCH BACKFILL MATERIAL PER SPECIFICATION SECTION 31 23 17 - TRENCHING.

AutoCAD SHX Text

TOPSOIL, 12 INCHES THICK, EXCAVATED, SALVAGED, AND STOCKPILED FROM ORIGINAL GROUND SURFACE OF THE TRENCH (AND OR UTILITY EASEMENT) AND REPLACED AFTER INSTALLATION OR PIPELINE.

AutoCAD SHX Text

NEW PAVEMENT, BASE (AND SUBGRADE) AS PER THE DRAWINGS AND SPECIFICATIONS. -OR-

AutoCAD SHX Text

REFERENCE "SURFACE REPLACEMENT DETAIL" WHEN TRENCHING IN EXISTING PAVEMENT.

AutoCAD SHX Text

DEPTH VARIES.

AutoCAD SHX Text

WW-18

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

30" MINIMUM IN UNPAVED AREAS

AutoCAD SHX Text

NON-PAVED SURFACE:

AutoCAD SHX Text

+ 18" MIN.

AutoCAD SHX Text

PIPE O.D.

AutoCAD SHX Text

PIPE O.D. +24" MAX

AutoCAD SHX Text

PIPE O.D. +12" MIN

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

12"

AutoCAD SHX Text

18" MINIMUM BELOW SUBGRADE

AutoCAD SHX Text

PROPOSED PAVED SURFACE:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

WASTEWATER LINE BEDDING AND SURFACE REPAIR DETAIL (NON-PAVED & PROPOSED PAVED SURFACE)

AutoCAD SHX Text

PROVIDE COMPACTED BACKFILL IN SITU TRENCH MATERIAL FREE OF ROCK AND CLODS GREATER THAN 4", COMPACTED IN 6" LIFTS, TO 85% (SEE SPEC. ITEM 510)

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

PIPE BEDDING STONE SHALL BE TEXAS CRUSHED STONE 3/8" F OR 1/2" D ROCK

AutoCAD SHX Text

CENTER PIPE IN TRENCH.

AutoCAD SHX Text

(A) PROVIDE 6" OF TOPSOIL AND REVEGETATE. (B) PROVIDE COMPACTED BACKFILL IN SITU TRENCH MATERIAL FREE OF ROCK AND CLODS GREATER THAN 4", COMPACTED IN 6" LIFTS, TO 85% (SEE SPEC. ITEM 510)

AutoCAD SHX Text

NOTE: ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.

AutoCAD SHX Text

SUBGRADE PREP, FLEXIBLE BASE AND H.M.A.C. PER PAVEMENT PLANS, UNDER SEPARATE PROCEDURE

AutoCAD SHX Text

12"

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

PIPE O.D.

AutoCAD SHX Text

+ 18" MIN.

AutoCAD SHX Text

PIPE O.D. +12" MIN.

AutoCAD SHX Text

PIPE O.D. +24" MAX.

AutoCAD SHX Text

WW-17

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-09

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

SAW CUT (SEE NOTE #2)

AutoCAD SHX Text

EXISTING BASE MATERIAL

AutoCAD SHX Text

SURFACE PATCH: H.M.A.C. (SEE NOTE #1)

AutoCAD SHX Text

PRIME COAT

AutoCAD SHX Text

BACKFILL SHALL BE CONTROLLED LOW STRENGTH MATERIAL (CLSM)

AutoCAD SHX Text

PIPE BEDDING STONE SHALL BE TEXAS CRUSHED STONE 3/8" F OR 1/2" D ROCK

AutoCAD SHX Text

CENTER PIPE IN TRENCH

AutoCAD SHX Text

EXISTING ASPHALT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

WASTEWATER LINE BEDDING AND PAVEMENT REPAIR DETAIL (EXISTING PAVED SURFACE)

AutoCAD SHX Text

NOTES: 1.H.M.A.C. THICKNESS SHALL MATCH EXISTING ASPHALT THICKNESS AND NO LESS THAN 2". H.M.A.C. THICKNESS SHALL MATCH EXISTING ASPHALT THICKNESS AND NO LESS THAN 2". 2.THE CONTRACTOR SHALL SAW CUT, REMOVE AND REPLACE EXISTING PAVEMENT AND FLEXIBLE BASE A MINIMUM THE CONTRACTOR SHALL SAW CUT, REMOVE AND REPLACE EXISTING PAVEMENT AND FLEXIBLE BASE A MINIMUM OF 6" BEYOND EITHER THE EDGE OF THE WASTEWATER LINE TRENCH OR THE POINT WHERE EXISTING PAVEMENT IS DAMAGED DUE TO TRENCHING OPERATIONS, WHICHEVER IS GREATER. FINISHED PATCH SHALL BE NEAT AND UNIFORM. 3.INSTALLATION OF BACKFILL, SAW CUTTING AND REMOVAL OF EXISTING PAVEMENT, AND SURFACE PATCH SHALL NOT INSTALLATION OF BACKFILL, SAW CUTTING AND REMOVAL OF EXISTING PAVEMENT, AND SURFACE PATCH SHALL NOT BE PAID FOR SEPARATELY. COSTS FOR THESE ITEMS SHALL BE INCLUDED IN UNIT PRICE BID FOR WASTEWATER PIPE. 4.THE CONTRACTOR SHALL PROVIDE STEEL PLATES TO SPAN THE TRENCH AS NECESSARY OR TO ALLOW BACKFILL THE CONTRACTOR SHALL PROVIDE STEEL PLATES TO SPAN THE TRENCH AS NECESSARY OR TO ALLOW BACKFILL TO CURE. SUCH PLATES SHALL BE SUITABLE FOR VEHICLE PASSAGE OVER THE TRENCH AND SHALL BE SATISFACTORILY ANCHORED IN PLACE. COSTS FOR THIS ITEM SHALL BE INCLUDED IN UNIT PRICE BID FOR WASTEWATER PIPE. 5.ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

WW-10

AutoCAD SHX Text

FLEXIBLE "SEAL BOOT" RESILIENT CONNECTOR DETAIL

AutoCAD SHX Text

POWER SEAL INTERLOCKED INSIDE OF GASKET (ACID RESISTANT-STAINLESS STEEL TYPE 304)

AutoCAD SHX Text

HYDRAULIC CEMENT GROUT

AutoCAD SHX Text

TAKE UP CLAMPS (ACID RESISTANT-STAINLESS STEEL TYPE 302) (1 CLAMP ON 12" PIPE AND SMALLER) (2 CLAMPS ON 15" PIPE AND LARGER)

AutoCAD SHX Text

CONCRETE MANHOLE WALL

AutoCAD SHX Text

FLEXIBLE "SEAL BOOT" RESILIENT CONNECTOR, IN ACCORDANCE WITH ASTM C923

AutoCAD SHX Text

A

AutoCAD SHX Text

SECTION "A-A"

AutoCAD SHX Text

A

AutoCAD SHX Text

P.T.

AutoCAD SHX Text

P.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

WW-11

AutoCAD SHX Text

WASTEWATER FLOW PATTERNS FOR INVERT CHANNELS DETAIL

AutoCAD SHX Text

WIDEN CHANNEL WIDTH AT CURVE TO ALLOW ACCESSIBLE CAMERA INSPECTIONS OF PIPE

AutoCAD SHX Text

CURVES SHALL BE TANGENT TO IMAGINARY EXTENSIONS OF PIPE WALLS

AutoCAD SHX Text

NOTES: 1.MINIMUM DROP FROM INLET TO OUTLET OF MANHOLE IS 0.1 FEET AND MAXIMUM DROP IS 2.5 FEET, UNLESS MINIMUM DROP FROM INLET TO OUTLET OF MANHOLE IS 0.1 FEET AND MAXIMUM DROP IS 2.5 FEET, UNLESS SPECIAL APPROVAL IS OBTAINED FROM THE CITY OF ROUND ROCK. 2.INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 3.SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOW. 4.CHANNELS FOR FUTURE CONSTRUCTIONS, SHALL BE CONSTRUCTED WITH PIPE EXTENDING 3' BEYOND EXTERIOR OF CHANNELS FOR FUTURE CONSTRUCTIONS, SHALL BE CONSTRUCTED WITH PIPE EXTENDING 3' BEYOND EXTERIOR OF MANHOLE WALL, WITH GLUED PLUG. 5.SLOPE MANHOLE BENCH AT 2:1 SLOPE FROM MANHOLE WALL TO CHANNEL. SLOPE MANHOLE BENCH AT 2:1 SLOPE FROM MANHOLE WALL TO CHANNEL. 6.INVERT CHANNEL SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR FOUR INCHES (4") DEEP.INVERT CHANNEL SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR FOUR INCHES (4") DEEP.

AutoCAD SHX Text

EX. ASPHALT

AutoCAD SHX Text

SEE NOTE #1 BELOW

AutoCAD SHX Text

4" MINIMUM CONCRETE ABOVE TOP OF PIPE

AutoCAD SHX Text

STABILIZED SAND OR GRANULAR MATERIAL WITH NO GREATER THAN 1 1/2" MAXIMUM SIZE

AutoCAD SHX Text

MINIMUM OF (3) 1/2" HOLES DRILLED THROUGH MANHOLE WALL TO ALLOW MOISTURE TO DRAIN (TYP)

AutoCAD SHX Text

INSTALL PLUG AT END OF LINES; PLUG SHALL BE ADEQUATE TO SEAL LINE UNTIL CONCRETE IS SET-UP. PLUG TO BE APPROVED BY CONSTRUCTION INSPECTOR

AutoCAD SHX Text

NOTES: 1.REMOVE ENTIRE CONE SECTION AND DEMOLISH STRUCTURE TWO FEET (2'-0") MINIMUM BELOW GROUND LEVEL. REMOVE ENTIRE CONE SECTION AND DEMOLISH STRUCTURE TWO FEET (2'-0") MINIMUM BELOW GROUND LEVEL. 2.IF LINE WHICH IS TO ABANDONED IN PLACE, EXTENDS UNDER EXISTING OR PROPOSED STRUCTURE, THEN THE IF LINE WHICH IS TO ABANDONED IN PLACE, EXTENDS UNDER EXISTING OR PROPOSED STRUCTURE, THEN THE ENTIRE LINE TO THE NEXT MANHOLE SHALL BE GROUTED OR SLURRY FILLED. 3.IF LINE IS NOT LOCATED UNDER A STRUCTURE, ABANDON EXISTING LINE IN PLACE BY PLUGGING BOTH ENDS OF IF LINE IS NOT LOCATED UNDER A STRUCTURE, ABANDON EXISTING LINE IN PLACE BY PLUGGING BOTH ENDS OF LINE AND GROUTING AROUND PLUGS. 4.THE CONTRACTOR IS TO RECORD AND CERTIFY QUANTITIES OF GROUT OR SLURRY PUMPED. QUANTITIES MUST BE THE CONTRACTOR IS TO RECORD AND CERTIFY QUANTITIES OF GROUT OR SLURRY PUMPED. QUANTITIES MUST BE A MINIMUM OF 90% OF CALCULATED EXISTING VOID CAPACITY.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

04-01-10

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

WW-15

AutoCAD SHX Text

WASTEWATER MANHOLE ABANDONMENT DETAIL

AutoCAD SHX Text

MODIFIED

AutoCAD SHX Text

MODIFIED

AutoCAD SHX Text

BACKFILL SHALL BE CONTROLLED LOW STRENGTH MATERIAL (CLSM)

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

EX. ASPHALT

AutoCAD SHX Text

EX. BASE MATERIAL

AutoCAD SHX Text

EX. BASE MATERIAL

NEW SANITARY SEWER CROSSING EXISTING WATERLINE

NEW SANITARY SEWER PARALLEL TO EXISTING WATERLINE

KEY NOTES:

DETAILS

C202


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606D

ETAILS.D

WG

, X (3), 4/14/2017 11:27:27 AM

, tgieseke

PROJECT NO. 3-00606



A6

STABILIZED CONSTRUCTION ENTRANCE DETAIL

N.T.S.

A1

TREE PROTECTION FENCE LOCATIONS

N.T.S.

A10EROSION CONTROL LOG DETAIL

G10

DETAIL NO. 4120

WATER & SANITARY SEWER CROSSINGSPECIFICATION SECTION: 33 11 13 - PUBLIC WATER UTILITY DISTRIBUTION PIPING

G6N.T.S.

TREE PROTECTION FENCE CHAIN LINK

CITY OF ROUND ROCK

X

X

X

XX

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X X

X

X

CITY OF ROUND ROCK

G1N.T.S.

CITY OF ROUND ROCK

X

X

X

X

X

X

X

X

X

X

X

X

CITY OF ROUND ROCK

CITY OF ROUND ROCK

C.I. PROTECTION W/ EROSION CONTROL LOG

N.T.S.

AutoCAD SHX Text

3

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

ALL WATER AND SEWER LINE CONSTRUCTION RUNNING PARALLEL WITH EACH OTHER SHALL MAINTAIN A 9' HORIZONTAL SEPARATION, PIPE WALL TO PIPE WALL. SEPARATION REQUIREMENTS SHOWN HERE DO NOT APPLY TO SERVICE CONNECTIONS - REFER TO INTERNATIONAL INTERNATIONAL PLUMBING CODE FOR APPLICABLE REQUIREMENTS. FOR APPLICABLE REQUIREMENTS. ALL SEWER AND WATERLINE CROSSINGS SHALL COMPLY WITH THE TCEQ CHAPTER 290, PUBLIC DRINKING WATER SECTION 290.44 WATER DISTRIBUTION, SUB SECTION B, NEW WATERLINE INSTALLATION-CROSSING LINES, PARAGRAPHS (1) THROUGH (I) AND ALL SUB PARAGRAPHS THEREIN.

AutoCAD SHX Text

FULL JOINT OF PIPE CENTERED ON WATERLINE

AutoCAD SHX Text

NEW SANITARY SEWER

AutoCAD SHX Text

EXISTING WATERLINE

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

NEW SANITARY SEWER

AutoCAD SHX Text

1

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

STREET R.O.W.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

03-25-11

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

EC-09

AutoCAD SHX Text

STABILIZED CONSTRUCTION ENTRANCE DETAIL

AutoCAD SHX Text

TRANSITION TO ROADWAY

AutoCAD SHX Text

GRADE TO PREVENT RUNOFF FROM LEAVING SITE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

NOTES: 1.STONE SIZE SHALL BE 3" - 8" OPEN GRADED ROCK. STONE SIZE SHALL BE 3" - 8" OPEN GRADED ROCK. 2.THICKNESS OF CRUSHED STONE PAD TO BE NOT LESS THAN 8". THICKNESS OF CRUSHED STONE PAD TO BE NOT LESS THAN 8". 3.LENGTH SHALL BE A MINIMUM OF 50' FROM ACTUAL ROADWAY, AND WIDTH NOT LESS THAN FULL WIDTH OF LENGTH SHALL BE A MINIMUM OF 50' FROM ACTUAL ROADWAY, AND WIDTH NOT LESS THAN FULL WIDTH OF INGRESS/EGRESS. 4.ENTRANCE SHALL BE PROPERLY GRADED TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. ENTRANCE SHALL BE PROPERLY GRADED TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 5.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY BY CONTRACTOR. 6.AS NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF AS NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.

AutoCAD SHX Text

CROSS SECTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

03-25-11

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

TREE PROTECTION FENCE LOCATIONS

AutoCAD SHX Text

EC-03

AutoCAD SHX Text

FOR QUESTIONS CONCERNING THIS DETAIL, PLEASE CONTACT THE FORESTRY MANAGER.

AutoCAD SHX Text

CRZ

AutoCAD SHX Text

BOARDS

AutoCAD SHX Text

WOOD CHIP MULCH AREA. (4"-6" DEPTH)

AutoCAD SHX Text

TEMPORARY ACCESS ROAD, EXISTING ROADWAY OR EASEMENT, AS APPROVED.

AutoCAD SHX Text

BOARDS

AutoCAD SHX Text

FENCE AT CRZ PRIOR TO CLEARING, GRADING AND PAVING.

AutoCAD SHX Text

PERMEABLE PAVING AREA.

AutoCAD SHX Text

CURB

AutoCAD SHX Text

FENCE LOCATION DURING PERMEABLE PAVING INSTALLATION.

AutoCAD SHX Text

LIMIT OF CONSTRUCTION LINE AS SHOWN ON PLAN.

AutoCAD SHX Text

NECESSARY WORK AREA (WOOD CHIP MULCH) (4" TO 6" DEPTH)

AutoCAD SHX Text

CRZ

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

ADD BOARDS STRAPPED TO TRUNK WHEN FENCE WILL BE LESS THAN 5' FROM TRUNK.

AutoCAD SHX Text

CRITICAL ROOT ZONE (CRZ) RADIUS (1 FT. PER INCH OF TRUNK DIAMETER)

AutoCAD SHX Text

FENCING AT CRZ.

AutoCAD SHX Text

FENCING AT CRZ. (TYP.)

AutoCAD SHX Text

NOTE: LIMITS OF MULCH AREAS AND DISTANCE FROM TRUNKS TO WORK/ PERMEABLE PAVING AREAS SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER.

AutoCAD SHX Text

LINEAR CONSTRUCTION THROUGH TREES

AutoCAD SHX Text

TREES IN PAVING AREA

AutoCAD SHX Text

NATURAL AREAS

AutoCAD SHX Text

TREES NEAR CONSTRUCTION ACTIVITY

AutoCAD SHX Text

INDIVIDUAL TREE

AutoCAD SHX Text

GROUP OF TREES

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

03-25-11

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

EROSION CONTROL LOG DETAIL

AutoCAD SHX Text

EC-17

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

18" TEMP EROSION CONTROL LOG

AutoCAD SHX Text

STAKE LOG ON DOWNHILL SIDE AT THE CENTER, AT EACH END, AND AT ADDITIONAL POINTS AS NEEDED TO SECURE LOG 4' MAX. SPACING, OR AS DIRECTED.

AutoCAD SHX Text

MULCH CRADLE UNDER EROSION CONTROL LOG

AutoCAD SHX Text

18" TEMP. EROSION CONTROL LOG

AutoCAD SHX Text

STAKE LOG ON DOWNHILL SIDE AT THE CENTER AT EACH END. AND AT ADDITIONAL POINTS AS NEEDED TO SECURE LOG, OR AS DIRECTED.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

SECURE END OF LOG TO STAKE (TYP)

AutoCAD SHX Text

STAKES ON DOWNHILL SIDE OF LOG AT 8' OC MAX OR AS NEEDED TO SECURE LOG, OR AS DIRECTED.

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

DISTURBED AREA

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

LIP OF GUTTER

AutoCAD SHX Text

FLOW

AutoCAD SHX Text


AutoCAD SHX Text

1'

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

DISTURBED AREA

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

LIP OF GUTTER

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STAKES ON DOWNHILL SIDE OF LOG AT 8' OC MAX OR AS NEEDED TO SECURE LOG, OR AS DIRECTED.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

STAKE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

STAKE

AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

6"

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

SECURE ENDS OF LOGS TO STAKES (TYP)

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

NOTES: 1.DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 6". 2.CONTRACTOR SHALL MONITOR THE PERFORMANCE OF LOGS DURING CONTRACTOR SHALL MONITOR THE PERFORMANCE OF LOGS DURING RAINFALL EVENT FOR PROPER PERFORMANCE. 3.LOGS SHALL CONSIST OF 100% BIODEGRADABLE, PHOTODEGRADABLE LOGS SHALL CONSIST OF 100% BIODEGRADABLE, PHOTODEGRADABLE OR RECYCLABLE CONTAINMENT MESH STUFFED WITH FILTER MATERIAL. 4.STUFF LOGS WITH SUFFICIENT FILTER MATERIAL TO ACHIEVE DENSITY STUFF LOGS WITH SUFFICIENT FILTER MATERIAL TO ACHIEVE DENSITY THAT WILL HOLD SHAPE WITHOUT EXCESSIVE DEFORMATION. FILTER MATERIAL SHALL CONSIST OF MULCH, ASPEN EXCELSIOR WOOD FIBERS, CHIPPED SITE VEGETATION, COCONUT FIBERS,100% RECYCLABLE FIBERS, OR ANY OTHER ACCEPTABLE MATERIAL, EXCLUDING STRAW AND HAY. 5.STAKES SHALL BE 2" X 2" WOOD, 4' LONG, EMBEDDED SUCH THAT STAKES SHALL BE 2" X 2" WOOD, 4' LONG, EMBEDDED SUCH THAT 2" PROTRUDES ABOVE LOG, OR AS DIRECTED.

AutoCAD SHX Text

EROSION CONTROL LOG CHECK DAM

AutoCAD SHX Text

LOG PLACED AT BACK OF CURB

AutoCAD SHX Text

LOG PLACED AT EDGE OF RIGHT-OF-WAY

AutoCAD SHX Text

LAP DETAIL

AutoCAD SHX Text


AutoCAD SHX Text

R.O.W.

AutoCAD SHX Text

20'' DIA. TREE)

AutoCAD SHX Text

(20'-0'' FOR

AutoCAD SHX Text

20'' DIA. TREE)

AutoCAD SHX Text

(20'-0'' FOR

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

CRZ

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

03-25-11

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

TREE PROTECTION FENCE CHAIN LINK

AutoCAD SHX Text

EC-04

AutoCAD SHX Text

FOR QUESTIONS CONCERNING THIS DETAIL, PLEASE CONTACT THE FORESTRY MANAGER.

AutoCAD SHX Text

TREE PROTECTION FENCE AT CRZ

AutoCAD SHX Text

CRZ

AutoCAD SHX Text

DRIPLINE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

TREE PROTECTION FENCE

AutoCAD SHX Text

WOOD CHIP MULCH (6'' DEPTH)

AutoCAD SHX Text

WOOD CHIP MULCH AREA (4"-6" DEPTH)

AutoCAD SHX Text

*AS NEEDED TO PROVIDE NECESSARY WORK SPACE. IF LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK.

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

NOTE: LIMITS OF WOOD CHIP MULCH AREA AND DISTANCE FROM TRUNK TO WORK AREA SHALL BE SUBJECT TO THE APPROVAL OF THE FORESTRY MANAGER.

AutoCAD SHX Text

TREE PROTECTION FENCE - CHAIN LINK

AutoCAD SHX Text

TREE PROTECTION FENCE (MODIFIED) - CHAIN LINK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text


AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

03-25-11

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

CURB INLET PROTECTION WITH EROSION CONTROL LOG DETAIL

AutoCAD SHX Text

EC-13

AutoCAD SHX Text

NOTES: 1.EROSION CONTROL LOG CONTAINMENT MESH SHALL BE 100% BIODEGRADABLE, PHOTODEGRADABLE OR RECYCLABLE; EROSION CONTROL LOG CONTAINMENT MESH SHALL BE 100% BIODEGRADABLE, PHOTODEGRADABLE OR RECYCLABLE; AND FILL MATERIAL SHALL CONSIST OF MULCH, ASPEN EXCELSIOR FIBERS, CHIPPED SITE VEGETATION, COCONUT FIBERS, 100% RECYCLABLE FIBERS, OR ANY OTHER ACCEPTABLE MATERIAL EXCLUDING STRAW AND HAY. 2.DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 2". 3.CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND CONTRACTOR SHALL MONITOR THE PERFORMANCE OF INLET PROTECTION DURING EACH RAINFALL EVENT AND IMMEDIATELY REMOVE THE INLET PROTECTIONS IF THE STORM WATER BEGINS TO OVERTOP THE CURB. 4.INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED.INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED.

AutoCAD SHX Text

20 LB. SANDBAGS @ 3' O.C.

AutoCAD SHX Text

6" DIAMETER EROSION CONTROL LOG

AutoCAD SHX Text

INLET

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ASSURE DIRECT CONTACT WITH SURFACE OF GUTTER FLOWLINE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

STREET

AutoCAD SHX Text


AutoCAD SHX Text

FLOW

AutoCAD SHX Text


AutoCAD SHX Text

FLOW

AutoCAD SHX Text

ASSURE DIRECT CONTACT WITH SURFACE OF GUTTER FLOWLINE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ISOMETRIC

AutoCAD SHX Text

CROSS SECTION

DETAILS

C203


1 2 3 4 5 6 7 8 9 10 11 12 13 14

A

B

C

D

E

F

G

H

I

J

K

L

1 2 3 4 5 6 7 8 9 10 11 12 13 14

DRAWING NO.

JHLPM

NGKRWHNGKCHECKED

DRAFTED

DESIGNED

BRUSHY CREEKPHASE 5

CITY OFROUND ROCK

G:\PRO

JECTS\3-00606\2 D

ESIG

N\2.0 CAD

\3-00606D

ETAILS.D

WG

, X (4), 4/14/2017 11:27:28 AM

, tgieseke

PROJECT NO. 3-00606



A6 NOT USEDN.T.S.

A1 NOT USEDN.T.S.

A10 NOT USEDN.T.S.

G10NTS

CONCRETE VALLEY GUTTER DETAILG6N.T.S.

CONC. DRVWY. (COMMERCIAL OR MULTI-FAMILY)G1N.T.S.

DEFLECTION TESTING MANDREL

CITY OF ROUND ROCKCITY OF ROUND ROCK

AutoCAD SHX Text

NICHOLAS G. KEHL

AutoCAD SHX Text

104450

AutoCAD SHX Text

6. ALL EXPANSION JOINTS SHALL BE CONSTRUCTED WITH 1/2" PREMOLDED EXPANSION JOINT MATERIAL AND DOWELS

AutoCAD SHX Text

AND CAPS (SEE STANDARD CURB DOWEL DETAIL).

AutoCAD SHX Text

JOINT. PROVIDE EXPANSION JOINT @ C FOR WIDTHS GREATER THAN 40 FEET.

AutoCAD SHX Text

5. ALLOWABLE CONSTRUCTION JOINT AT C WHEN TRAFFIC FLOW MUST BE MAINTAINED, CONSTRUCTED AS A CONTROL

AutoCAD SHX Text

4. THE UPSTREAM CURB MID POINT MUST BE AT OR LOWER THAN THE BEGINNING P.C. AND .5% (MIN.) HIGHER

AutoCAD SHX Text

3. MONOLITHIC CURB & GUTTER SHALL BE MEASURED BY PLAN SQUARE FEET AND PAID AS VALLEY GUTTER.

AutoCAD SHX Text

1. MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CITY OF AUSTIN STANDARD SPECIFICATIONS.

AutoCAD SHX Text

THAN THE OPPOSING MID POINT.

AutoCAD SHX Text

2. CONCRETE SHALL BE CLASS "A".

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

6"

AutoCAD SHX Text

@ 16.5" C.C.

AutoCAD SHX Text

EXP. JOINT

AutoCAD SHX Text

H.M.A.C.

AutoCAD SHX Text

R=1/4" (TYP.)

AutoCAD SHX Text

H.M.A.C.

AutoCAD SHX Text

#3 BARS

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text

COMPACTED BASE.

AutoCAD SHX Text

EXP. JOINT

AutoCAD SHX Text

3"

AutoCAD SHX Text

@ 18" C.C.

AutoCAD SHX Text

CURB SECTIONS.

AutoCAD SHX Text

#3 BARS IN

AutoCAD SHX Text

#3 BARS

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

COMPACTED BASE.

AutoCAD SHX Text

BREAK BOND 6" ON EACH SIDE OF EXPANSION JOINT.

AutoCAD SHX Text

ALTERNATE #3 BARS TO BE CONTINUOUS ACROSS EXPANSION JOINT.

AutoCAD SHX Text

CATCH STREAM.

AutoCAD SHX Text

GUTTER FORMED TO

AutoCAD SHX Text

SPILL. DOWNSTREAM

AutoCAD SHX Text

GUTTER FORMED TO

AutoCAD SHX Text

ON UPSTREAM END

AutoCAD SHX Text

RADIUS VARIES.

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

EXP. JOINT

AutoCAD SHX Text

SLOPE 1/4"

AutoCAD SHX Text

PER FT.

AutoCAD SHX Text

3"

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

F.L.

AutoCAD SHX Text

A

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

MIN. 4" BASE

AutoCAD SHX Text

6"

AutoCAD SHX Text

FLOW LINE (F.L.)

AutoCAD SHX Text

WIDTH VARIES.

AutoCAD SHX Text

A

AutoCAD SHX Text

3"

AutoCAD SHX Text

SIDE STREET

AutoCAD SHX Text

EXP. JOINT

AutoCAD SHX Text

6'-0"

AutoCAD SHX Text

18" MIN.

AutoCAD SHX Text

H.M.A.C.

AutoCAD SHX Text

EXP. JOINT

AutoCAD SHX Text

CONCRETE VALLEY GUTTER DETAIL

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

USE OF THIS DETAIL.

AutoCAD SHX Text

R

AutoCAD SHX Text

ST-06

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

O

AutoCAD SHX Text

T

AutoCAD SHX Text

Y

AutoCAD SHX Text

U

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

F

AutoCAD SHX Text

I

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

X

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

,

AutoCAD SHX Text

A

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

K

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

08-21-03

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

LENGTH (L) VARIES.

AutoCAD SHX Text

6"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

P

AutoCAD SHX Text

L

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

BASE COURSE.

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SURFACE COURSE.

AutoCAD SHX Text

ROLL GENTLY

AutoCAD SHX Text

AS REQUIRED.

AutoCAD SHX Text

18"

AutoCAD SHX Text

(MIN.)

AutoCAD SHX Text

5"

AutoCAD SHX Text

WIDTH VARIES.

AutoCAD SHX Text

FLOW LINE.

AutoCAD SHX Text

EXPANSION JOINT.

AutoCAD SHX Text

PROVIDE EXPANSION JOINT

AutoCAD SHX Text

WHERE DRIVEWAY MEETS CURB

AutoCAD SHX Text

AS PER

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

SAW CUT EXISTING CURB

AutoCAD SHX Text

AND GUTTER SECTION AT PROPOSED DRIVEWAY. IF NEAREST EXPANSION JOINT

AutoCAD SHX Text

IS WITHIN 5 FEET OR LESS FROM DRIVEWAY, EXISTING CURB AND GUTTER SECTION

AutoCAD SHX Text

SIDEWALK LOCATION.

AutoCAD SHX Text

24"-#4 SMOOTH DOWEL.

AutoCAD SHX Text

PREMOLDED EXPANSION

AutoCAD SHX Text

JOINT MATERIAL.

AutoCAD SHX Text

DOWEL SUPPORT.

AutoCAD SHX Text

SAW CUT.

AutoCAD SHX Text

NEW

AutoCAD SHX Text

CONST.

AutoCAD SHX Text

EXIST.

AutoCAD SHX Text

CONST.

AutoCAD SHX Text

DRILL EXISTING

AutoCAD SHX Text

GUTTER.

AutoCAD SHX Text

LIP OF GUTTER.

AutoCAD SHX Text

TOP OF CURB.

AutoCAD SHX Text

DOWELS @18" O.C.

AutoCAD SHX Text

1" WOLMANIZED WOOD

AutoCAD SHX Text

CODE.

AutoCAD SHX Text

A

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

(12' MINIMUM)

AutoCAD SHX Text

SHALL BE REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT.

AutoCAD SHX Text

SIDEWALK AREA.

AutoCAD SHX Text

EXPANSION JOINT W/ #4

AutoCAD SHX Text

A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION 'A-A'

AutoCAD SHX Text

EXPANSION JOINT DETAIL

AutoCAD SHX Text

AND GUTTER. IF ONE EXISTS

AutoCAD SHX Text

WITHIN 5 FEET, THIS

AutoCAD SHX Text

(SEE NOTE #1)

AutoCAD SHX Text

MULTIPLIED BY 2% PLUS

AutoCAD SHX Text

IS LENGTH OF DRIVEWAY

AutoCAD SHX Text

NORMAL ELEVATION @ L

AutoCAD SHX Text

TOP OF CURB ELEV.

AutoCAD SHX Text

P

AutoCAD SHX Text

16" DOWEL COATING/SLEEVE.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

1. THE SIDEWALK AREA OF THE DRIVEWAY SHALL SLOPE TOWARD THE STREET PAVING AT NO MORE THAN 2%.

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

6"

AutoCAD SHX Text

3"

AutoCAD SHX Text

DOWELS.

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

(45' MAXIMUM)

AutoCAD SHX Text

JOINT NOT REQUIRED.

AutoCAD SHX Text

TYPICAL SIDEWALK LOCATION.

AutoCAD SHX Text

WING AS NECESSARY.

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

EXPANSION JOINT REQUIRED

AutoCAD SHX Text

FOR WIDTHS (W) OVER 30'.

AutoCAD SHX Text

MINIMUM 10'

AutoCAD SHX Text

RADIUS. (TYPICAL)

AutoCAD SHX Text

TOP OF CURB BEYOND.

AutoCAD SHX Text

TAPER CURB FOR

AutoCAD SHX Text

SIDEWALK AS NECESSARY.

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

USE OF THIS DETAIL.

AutoCAD SHX Text

R

AutoCAD SHX Text

ST-03

AutoCAD SHX Text

DRAWING NO:

AutoCAD SHX Text

O

AutoCAD SHX Text

T

AutoCAD SHX Text

Y

AutoCAD SHX Text

U

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

F

AutoCAD SHX Text

I

AutoCAD SHX Text

R

AutoCAD SHX Text

N

AutoCAD SHX Text

D

AutoCAD SHX Text

X

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

,

AutoCAD SHX Text

A

AutoCAD SHX Text

O

AutoCAD SHX Text

C

AutoCAD SHX Text

S

AutoCAD SHX Text

K

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

11-08-01

AutoCAD SHX Text

RECORD SIGNED COPY

AutoCAD SHX Text

(COMMERCIAL OR MULTI-FAMILY)

AutoCAD SHX Text

CONCRETE DRIVEWAY DETAIL

AutoCAD SHX Text

2" SAND CUSHION.

AutoCAD SHX Text

CLASS 'A' CONCRETE

AutoCAD SHX Text

#3 BARS @ 18" O.C.E.W.

AutoCAD SHX Text

COMPACTED SUBGRADE.

AutoCAD SHX Text

WITH BROOM FINISH.

AutoCAD SHX Text

ANGLE AS REQ'D

AutoCAD SHX Text

1/4" EYE BOLT W/ NUTS LENGTH AS REQ'D

AutoCAD SHX Text

END FRAME

AutoCAD SHX Text

BARREL FRAME

AutoCAD SHX Text

BEND ROD AS REQ'D

AutoCAD SHX Text

END FRAME

AutoCAD SHX Text

SKID ROD

AutoCAD SHX Text

SKID ROD

AutoCAD SHX Text

9/32" HOLE

AutoCAD SHX Text

SKID ROD

AutoCAD SHX Text

RADIUS AS REQ'D

AutoCAD SHX Text

CUT OUT CENTER

AutoCAD SHX Text

TYPICAL BOTH ENDS

AutoCAD SHX Text

END FRAME

AutoCAD SHX Text

BARREL FRAME

AutoCAD SHX Text

NOTE: WELD ALL RODS TO FRAME MANDREL SHALL BE CONSTRUCTED FROM METAL OR RIGID PLASTIC MATERIAL THAT CAN WITHSTAND 200 PSI WITHOUT BEING DEFORMED. PRE-MANUFACTURED MANDRELS CAN BE USED.

AutoCAD SHX Text

MANDREL DIMENSIONS (INCHES) 5% DEFLECTION

AutoCAD SHX Text

PIPE SIZE & TYPEAVG. PIPE I.D.MANDREL O.D. AVG. PIPE I.D.MANDREL O.D. MANDREL O.D. 8" ASTM D3034 SDR267.4887.11 7.4887.11 7.11 12" ASTM D3034 SDR2611.10210.5511.10210.5510.55

THE CITY OF ROUND ROCK · INDEX OF DRAWINGS N S W E G: ... C200-C203 DETAILS DETAILS ... (AWWA...

Documents

Transcript of THE CITY OF ROUND ROCK · INDEX OF DRAWINGS N S W E G: ... C200-C203 DETAILS DETAILS ... (AWWA...