ESBD_File_339931_Attachment C - Contruction Plans.pdf

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

TRC PROJECT NUMBER: 439192

505 E. HUNTLAND DRIVE, STE. 250 AUSTIN, TX 78752

T.B.P.E. FIRM REGISTRATION # F-8632

(512) 454 - 8716

TRC ENGINEERS, INC.

LEGEND

PROPOSED IMPROVEMENTS

NTS

NTS

SAN MARCOS

JOHNSON CITY

LOCKHART

AUSTIN

NEW BRAUNFELS

BLANCO

BOERNE

MARTINDALE

LULING

FREDERICKSBURG

A. GENERAL NOTES

1. BLASTING IS NOT PERMITTED ON THIS PROJECT.

2. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF

THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.

3. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF THE REGISTERED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO ANY SUCH

SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THE WORK.

4. THE TRENCH EXCAVATION AND SHORING SAFETY SYSTEM, AS OUTLINED IN THE TECHNICAL SPECIFICATIONS, WILL

BE REQUIRED AS A MINIMUM TRENCH SAFETY MEASURE.

5. A PRE-CONSTRUCTION CONFERENCE IS TO BE HELD PRIOR TO BEGINNING CONSTRUCTION. THIS CONFERENCE SHALL TAKE PLACE AT A LOCATION SELECTED BY OWNER & ENGINEER. CONTRACTOR TO ARRANGE A MEETING

DATE WITH THE OWNER AT LEAST SEVEN DAYS PRIOR TO THE MEETING TIME.

6. CONTRACTOR SHALL NOTIFY THE OWNER, OWNER'S REPRESENTATIVE, AND TCEQ BY TELEPHONE A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION STARTUP, FOLLOWED BY A LETTER OF CONFIRMATION.

7. CONTRACTOR SHALL ASSURE HIMSELF THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR ARE TO BE

OBTAINED AT THE CONTRACTOR'S EXPENSE.

8. CONTRACTOR SHALL GIVE A MINIMUM OF 48 HOURS NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS

PRIOR TO COMMENCEMENT OF WORK.

9. CONTRACTOR SHALL TAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THESE CONSTRUCTION OPERATIONS ARE TO BE REPAIRED IMMEDIATELY BY THE CONTRACTOR TO AT LEAST THE PRE-EXISTING CONDITION AT NO ADDITIONAL

COST TO OWNER.

10. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS WAS COMPILED FROM RECORD INFORMATION. NO WARRANTY IS IMPLIED AS TO THE ACTUAL LOCATION OF EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY

LOCATIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.

11. WHEN UNLOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A BREAK IN A LINE OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED DURING SITE WORK OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE DIRECTIONS. THE CONTRACTOR SHALL COOPERATE WITH THE APPLICABLE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICES IN OPERATION.

12. THE CONTRACTOR SHALL MAINTAIN ACCESS TO PUBLIC AND PRIVATE FACILITIES DURING CONSTRUCTION.

CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH THE OWNER.

13. THE CONTRACTOR SHALL COORDINATE INTERRUPTIONS OF ALL UTILITIES AND SERVICES WITH APPLICABLE UTILITY COMPANY OR COMPANIES. ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

APPLICABLE UTILITY COMPANY OR AGENCY INVOLVED.

14. THE CONTRACTOR SHALL LOCATE, PROTECT, AND MAINTAIN BENCHMARKS, MONUMENTS, AND CONTROL POINTS. RE-ESTABLISH DISTURBED OR DESTROYED ITEMS BY REGISTERED PUBLIC SURVEYOR IN THE STATE OF

TEXAS AT NO ADDITIONAL COST TO OWNER.

15. EXISTING PAVING, BUILDINGS, AND OTHER ITEMS SHOWN ON PLANS NOT SPECIFICALLY RELATED TO THE WORK

OF THE CONTRACTOR IS FOR INFORMATION ONLY.

16. DEMOLITION PERMITS (IF NEEDED) ARE TO BE OBTAINED BY THE CONTRACTOR.

17. EXISTING SURFACE AND SUBSURFACE STRUCTURES (GAS MAINS, WATER MAINS, STORM SEWERS, TELEPHONE CABLES, ETC.) ARE SHOWN ON THE PLANS IF THEIR LOCATION HAS BEEN DETERMINED, BUT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AVOID DAMAGING THESE EXISTING STRUCTURES WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR FAILURE TO SHOW ANY OR ALL OF THESE STRUCTURES ON THE PLANS OR TO SHOW THEM IN THEIR EXACT LOCATION. IF ANY STRUCTURE IS DAMAGED BY THE CONTRACTOR, IT SHALL BE HIS RESPONSIBILITY TO REPAIR THE DAMAGE AT HIS

OWN EXPENSE AND RESTORE THE STRUCTURE TO ITS ORIGINAL CONDITION.

18. THE ORIGINAL PLANS FOR THIS PROJECT WERE PREPARED ON FULL SIZE STANDARD SHEETS (24-INCHES X 36-INCHES). THE SPECIFIC SCALE FOR THE INDIVIDUAL UNITS WOULD BE TRUE ONLY ON THE ORIGINAL TRACING.

REPRODUCED COPIES, REDUCTIONS OR OTHER METHODS OF PRINTING MAY CHANGE OR ALTER THE SCALE. THE ENGINEER IS NOT RESPONSIBLE FOR SCALE DIMENSIONS UTILIZED BY OTHERS ON THESE PLANS.

19. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS, ELEVATIONS AND DIMENSIONS OF ADJACENT AND/OR CONFLICTING UTILITIES IN ADVANCE OF CONSTRUCTION IN ORDER THAT ADJUSTMENTS CAN BE MADE TO PROVIDE ADEQUATE CLEARANCES, IF REQUIRED. THE CONTRACTOR SHALL PRESERVE AND PROTECT PUBLIC UTILITIES AT ALL TIMES DURING CONSTRUCTION. ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED AT HIS EXPENSE. THE ENGINEER SHALL BE NOTIFIED WHEN

PROPOSED FACILITY GRADES CONFLICT WITH EXISTING UTILITY GRADES.

20. ALL CONCEPTS, IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THESE INSTRUMENTS, AS OUTLINED ON THE TITLE SHEET INDEX, AND BY ANY ADDENDUM ARE OWNED BY AND ARE THE PROPERTY OF TRC ENGINEERS, INC. AND WERE CREATED AND DEVELOPED FOR THE USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. THESE CONCEPTS, IDEAS, DESIGNS ARRANGEMENTS OR PLANS SHALL NOT BE USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN

PERMISSION AND CONSENT OF TRC ENGINEERS, INC. OF AUSTIN, TEXAS.

21. CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR WORKING IN HISTORICAL AREAS PER THE TEXAS HISTORICAL

COMMISSION, STREET SCAPE GUIDELINES FOR HISTORIC COMMERCIAL DISTRICTS.

B. GENERAL ENVIRONMENTAL NOTES

1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS REGARDING

EXCESS AND WASTE MATERIAL, INCLUDING METHODS OF HANDLING AND DISPOSAL.

2. CONTRACTOR SHALL LOCATE MATERIAL STORAGE AREAS AWAY FROM STORM WATER CONVEYANCE SYSTEMS.

PROVIDE PROTECTED STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER

POTENTIALLY TOXIC MATERIALS.

3. FUEL STORAGE IS NOT ALLOWED ON THIS PROJECT.

4. THE CONTRACTOR SHALL REPORT ANY FUEL OR TOXIC MATERIAL SPILLS TO THE APPROPRIATE STATE OR FEDERAL AGENCY, AS WELL AS THE LOCAL FIRE DEPARTMENT. THE OWNER SHALL BE ADVISED IMMEDIATELY, VERBALLY AND IN WRITING, OF ANY FUEL OR TOXIC MATERIALS SPILLS WITHIN THE PROJECT/CONSTRUCTION AREA AND

THE ACTIONS TO BE TAKEN TO REMEDY THE PROBLEM.

5. THE CONTRACTOR SHALL DISPOSE OF FUELS, HAZARDOUS MATERIALS, AND CONTAMINATED EXCAVATIONS IN A

LEGALLY APPROVED MANNER.

6. NO OPEN BURNING IS ALLOWED WITHIN THE CITY LIMITS. NO VARIANCE WILL BE ALLOWED FOR THIS PROJECT.

7. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, LABOR, AND EQUIPMENT TO FIX DAMAGED TREES OR ROOTS OF TREES IMPACTED BY CONSTRUCTION ACTIVITIES. ALL EQUIPMENT SHALL BE STERILIZED AFTER CUTTING OF ROOT, BRANCHES, ETC. TO LIMIT POTENTIAL SPREAD OF OAK WILT. OWNER SHALL BE NOTIFIED OF ANY TREE

DAMAGE IMMEDIATELY BY THE CONTRACTOR. NO SEPARATE PAY.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS RELATED TO CONSTRUCTION AT THE END OF EACH DAY FROM THE ROW. USE OF PRIVATE TRASH CANS IS NOT ACCEPTABLE. IF THE CONTRACTOR DOES NOT OWN HIS OWN ROLL OFF FOR DISPOSAL, ONE OF THESE SELECTED COMPANIES SHALL BE USED: **(PROVIDE

CONTACT INFORMATION)

C. GENERAL PIPING NOTES

1. THE CONTRACTOR SHALL PROVIDE FITTINGS, PLUGS, AND OTHER DEVICES FOR USE IN FILLING, FLUSHING, TESTING, ETC. NO SEPARATE PAY.

2. THE CONTRACTOR SHALL PROVIDE ADEQUATE THRUST BLOCKING TO WITHSTAND TEST PRESSURES. NO SEPARATE

PAY.

3. THE CONTRACTOR SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION FOR CURVATURE OF LINES

AND/OR DEFLECTION OF PIPE JOINTS. INSTALL JOINTS AS REQUIRED.

4. MAINTAIN MINIMUM CLEARANCE OF THREE (3) FEET FROM EDGE OF STRUCTURES TO CLOSEST EDGE OF PIPELINE

ADJACENT AND PARALLEL TO EDGE OF STRUCTURE, UNLESS OTHERWISE NOTED ON PLANS.

5. DI-ELECTRIC CONNECTIONS TO BE PREVENTED BY USE OF NON-CONDUCTIVE GASKETS BETWEEN DISSIMILAR

PIPING MATERIALS.

6. REFERENCE SPECIFICATIONS FOR REQUIREMENTS ON REQUIRED SEPARATION DISTANCE BETWEEN SEWER AND

WATER MAINS AND REQUIREMENTS IN THE EVENT THE SEPARATION DISTANCE CANNOT BE MET.

7. ALL UNDERGROUND DUCTILE IRON PIPE VALVES AND FITTINGS TO BE WRAPPED WITH POLYETHYLENE WRAP, IN

ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.

8. PRESSURE RATING OF VALVES, FITTINGS, AND APPURTENANCES SHALL BE EQUAL TO OR EXCEED PRESSURE

RATING OF ADJACENT PIPELINE.

9. ALL UNDERGROUND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, UNLESS OTHERWISE NOTED. WHERE DUCTILE IRON PIPE ENTERS STRUCTURES, CONNECT TO WALL PIPE WITH MECHANICAL JOINTS USING STAINLESS

STEEL NUTS AND BOLTS, UNLESS OTHERWISE NOTED ON PLANS.

10. UNLESS OTHERWISE INDICATED, ABOVE-GROUND FITTINGS SHALL BE FLANGED SHORT RADIUS.

11. PROVIDE BURIED VALVES WITH NUT OPERATORS, EXTENSION STEMS, AND VALVE BOXES WITH COVER.

12. TRACER WIRE (14 GAUGE SOLID): FOR ALL NONMETALLIC PIPE (WATER LINE), DIRECTLY ABOVE THE CENTERLINE OF THE PIPE AND A MINIMUM OF 12 INCHES BELOW THE SUB GRADE, OR A MINIMUM OF 18" BELOW FINISHED GRADE ON AREAS OUTSIDE THE LIMITS OF PAVEMENT, SHALL BE PLACED INDUCTIVE TRACER DETECTION WIRE IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE WIRE SHALL BE ENCASED IN A PROTECTIVE, INERT, PLASTIC JACKET AND COLOR CODED IN ACCORDANCE WITH APWA UNIFORM COLOR CODE.

13. ALL JOINTS SHALL BE RESTRAINED WITH MEGALUG MECHANICAL RESTRAINTS. BENDS, CROSSES, TEES, PLUGS, CAPS, AND OTHER FITTINGS SHALL BE RESTRAINED WITH MEGALUG MECHANICAL RESTRAINTS AND ANCHORED

WITH CONCRETE THRUST BLOCKING.

14. WATER JETTING THE BACKFILL WILL NOT BE PERMITTED.

15. THE CITY DOES NOT WARRANT THAT EXISTING WATER LINES CAN BE ISOLATED FOR CONNECTION PURPOSES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL AVAILABLE STAFF, MATERIALS, EQUIPMENT, ETC.

ONSITE FOR ALL CONNECTIONS. WATER SHALL NOT BE CUT OFF FOR PERIODS LONGER THAN FOUR (4) HOURS.

ALL WATER SHUT OFFS SHALL REQUIRE A MINIMUM 72 HOURS PRIOR NOTICE TO THE CITY. NO SEPARATE PAY.

D. STORM WATER NOTES

1. THROUGHOUT THE CONSTRUCTION, AND AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

ASSURE THAT DRAINAGE OF STORM WATER RUNOFF IS NOT BLOCKED.

2. DURING CONSTRUCTION, THE STORM WATER RUNOFF FROM ALL DISTURBED AREAS TO BE FILTERED BY SILT FENCES AND/OR ROCK BERMS. THESE TEMPORARY EROSION AND SEDIMENTATION CONTROLS ARE TO REMAIN IN PLACE UNTIL THE DISTURBED AREAS ARE REVEGETATED AND THE AREAS HAVE BECOME PERMANENTLY STABILIZED. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED PERIODICALLY FOR DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES AND FOLLOWING EVERY RAINFALL. DAMAGED OR OBSTRUCTED CONTROLS TO BE REPAIRED/REPLACED AS NECESSARY TO MAINTAIN THEIR PROPER OPERATION.

3. CONTRACTOR SHALL ENSURE EXISTING DRAINAGE PATTERNS ARE MAINTAINED AS SHOWN.

4. ALL SPRING FLOW DISTURBED DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

RESOLVE AND HANDLE.

E. SITE GRADING NOTES

1. THE CONTRACTOR SHALL CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH POLLUTION CONTROL REGULATIONS OF GOVERNING AUTHORITIES. ALLOW AT LEAST FOUR TIMES PER DAY WHEN NEEDED.

2. EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED IN DESIGNATED AREA AS SHOWN ON PLANS OR AS DIRECTED BY THE OWNER. REINFORCED FILTER FABRIC FENCE TO BE INSTALLED AROUND STOCKPILE ON DOWNSTREAM SIDE AND BOTH SIDES ADJACENT TO THE DOWNSTREAM SIDE. STOCKPILES ARE NOT TO TRAP OR POND WATER. TOPSOIL TO BE STOCKPILED SEPARATELY. ALL EXCESS EXCAVATED MATERIAL IS TO BE REMOVED FROM THE SITE, CONTRACTOR TO NOTIFY TCEQ AND THE OWNER'S REPRESENTATIVE OF LOCATION OF DISPOSAL

BEFORE MATERIAL IS REMOVED.

3. THE FINISHED GRADE ELEVATIONS SHOWN ARE INTENDED TO PROVIDE DRAINAGE AWAY FROM STRUCTURES.

MINOR FIELD CHANGES MAY BE NECESSARY TO PROVIDE ADEQUATE DRAINAGE. GRADE UNIFORMLY BETWEEN

ELEVATIONS SHOWN TO PROVIDE POSITIVE DRAINAGE.

4. ADJUST MANHOLE COVERS, VALVE BOXES, ELECTRICAL MANHOLES, ETC. TO MATCH PROPOSED FINISHED GRADE.

NO SEPARATE PAY.

F. PAVING NOTES

1. ANY EXISTING PAVEMENT, CURBS, AND/OR SIDEWALK DAMAGED OR REMOVED BY THE CONTRACTOR ARE TO BE REPAIRED BY THE CONTRACTOR TO AT LEAST THE PREEXISTING CONDITION AT HIS EXPENSE BEFORE ACCEPTANCE

OF THE WORK.

2. TRAFFIC CONTROLS DURING CONSTRUCTION TO BE CONTRACTOR'S RESPONSIBILITY AND INSTALLED IN

ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. NO SEPARATE PAY.

3. REPLACE EXISTING ROADWAY THAT IS CUT BY PIPE TRENCHES WITH SIMILAR ROADWAY SECTION.

4. CONTRACTOR SHALL COORDINATE ALL ROAD CLOSURES WITH OWNER. THE CONTRACTOR SHALL PROVIDE THE

OWNER A MINIMUM 7-DAY ADVANCE NOTICE.

5. FOR ALL CONCRETE/ASPHALT DRIVES, THE CONTRACTOR SHALL MATCH THE PROPOSED TOP OF ASPHALT TO THE TOP OF THE EXISTING DRIVES, WITHOUT ALTERING EXISTING DRAINAGE PATTERNS OR CAUSING AREAS OF

PONDING WATER. NO SEPARATE PAY.

6. CONTRACTOR IS REQUIRED TO VERIFY PROJECT ELEVATIONS. THE TERM "MATCH EXISTING" SHALL BE

UNDERSTOOD TO SIGNIFY BOTH HORIZONTAL AND VERTICAL ALIGNMENT.

G. EROSION / SEDIMENTATION NOTES

1. THE CONTRACTOR TO INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING, GRADING, OR EXCAVATION). CONTRACTOR TO REMOVE EROSION/SEDIMENTATION CONTROLS AT THE COMPLETION OF

PROJECT AND GRASS RESTORATION.

2. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS TO BE IN ACCORDANCE WITH THE PROPOSED STORM WATER POLLUTION PREVENTION PLAN. DEVIATIONS FROM THE PLAN MUST BE SUBMITTED TO AND APPROVED

BY THE OWNER.

3. INTENTIONAL RELEASE OF VEHICLE OR EQUIPMENT FLUIDS ONTO THE GROUND IS NOT ALLOWED.

CONTAMINATED SOIL RESULTING FROM ACCIDENTAL SPILL TO BE REMOVED AND DISPOSED OF PROPERLY.

4. CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN ONCE INCH (1") IN DIAMETER WHEN EXCAVATING NEAR EXISTING TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED WITH CAUTION.

H. SITE SPECIFIC NOTES

1. COORDINATES SHOWN ON THESE PLANS ARE IN TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83 (93), SOUTH

CENTRAL ZONE.

2. THE CONTRACTOR WILL PROVIDE ALL CONSTRUCTION STAKING SERVICES FOR THE PROJECT. THE COST OF THESE SERVICES WILL BE REFLECTED IN THE UNIT PRICE AMOUNT BID IN THE PROPOSAL. NO SEPARATE PAYMENT WILL

BE MADE.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE TELEPHONE AND GAS COMPANIES FOR LOCATION

OF ALL EXISTING LINES. NO SEPARATE PAY.

4. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL SURFACE OR SEEPAGE WATER FROM SEWERS, DRAINS, DITCHES, AND OTHER SOURCES WHICH MAY ACCUMULATE DURING THE EXCAVATION AND CONSTRUCTION WORK BY PROVIDING THE NECESSARY UNDERDRAINS OR OTHERWISE AND BY DOING THE NECESSARY PUMPING, BAILING OR DRAINING. THE CONTRACTOR SHALL HAVE AVAILABLE AT ALL TIMES SUFFICIENT EQUIPMENT IN PROPER WORKING ORDER FOR DOING THE WORK HEREIN REQUIRED. ALL WATER REMOVED FROM EXCAVATIONS SHALL BE DISPOSED OF IN AN APPROVED MANNER SO AS TO NOT CREATE UNSANITARY CONDITIONS NOR TO INTERFERE UNDULY WITH THE USE OF STREETS, PRIVATE DRIVEWAYS, OR ENTRANCES. PUMPING, BAILING, DRAINING, UNDERDRAINS, DITCHES, ETC., SHALL BE CONSIDERED AS INCIDENTAL WORK AND WILL NOT BE PAID FOR AS SEPARATE ITEMS, BUT THEIR COST SHALL BE INCLUDED IN THE CONTRACT PRICES BID IN THE PROPOSAL

FOR THE VARIOUS BID ITEMS. NO SEPARATE PAY.

5. CONTRACTOR SHALL ADJUST ALL EXISTING UTILITIES AS REQUIRED FOR THE INSTALLATION OF THE PROPOSED IMPROVEMENTS INCLUDING RELOCATING THE EXISTING UTILITIES IF NECESSARY. NO SEPARATE PAY.

6. A GEOTECHNICAL INVESTIGATION WAS NOT DONE FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE SOIL CONDITIONS FOR THE PURPOSE OF PREPARING THIS BID. ALL EXCAVATION WILL BE

UNCLASSIFIED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING A STAGING AREA FOR EQUIPMENT, MATERIALS, ETC.

THE OWNER DOES NOT OWN ANY PROPERTY WITHIN THE PROJECT AREA. STAGING WITHIN THE EXISTING RIGHT-OF-WAY IS ALLOWED CONTINGENT UPON IT DOES NOT IMPEDE OR INTERFERE WITH EMERGENCY

SERVICES, MAIL DELIVERY, OR ACCESS FOR RESIDENTS DURING NON WORKING HOURS.

8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ACCESSIBILITY FOR DELIVERY OF MAIL THROUGHOUT THE PROJECT. THIS MAY BE DONE WITH TEMPORARY MAIL BOXES, DELIVERY POINTS, ETC. COSTS

ASSOCIATED SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO SEPARATE PAY.

9. ALL EXISTING BRICK OR STONE MAILBOXES TO BE RELOCATED OR INCUR DAMAGE DUE TO CONSTRUCTION ACTIVITIES MUST BE REBUILT OR REPAIRED TO IDENTICALLY MATCH THE ORIGINAL MAILBOX CONDITION.

CONTRACTOR SHALL USE MATERIALS OF THE SAME STYLE, TEXTURE, COLOR, MORTAR COLOR, ETC. IN THE EVENT IDENTICAL CONSTRUCTION MATERIALS ARE UNAVAILABLE CONTRACTOR SHALL DECONSTRUCT AND REBUILD USING THE ORIGINAL BRICK OR STONE MATERIALS. MAILBOX FOUNDATIONS SHALL BE SIMILAR TO THE

CONDITION OF THE ORIGINAL FOUNDATION AND BE CONSTRUCTED WITH 4,000 PSI CONCRETE.

10. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERS AND ENGINEER AND HIS EMPLOYEES, PARTNERS, OFFICERS, DIRECTORS, OR CONSULTANTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, ENGINEER'S DIRECTORS, OFFICERS, EMPLOYEES, OR CONSULTANTS.

11. CONTRACTOR TO CONTACT THE ENGINEER-OF-RECORD (EOR) FOR ANY FIELD CHANGES. ANY REVISIONS OR CHANGES TO THE APPROVED CONSTRUCTION PLANS WILL REQUIRE ADDITIONAL APPROVAL BY THE OWNER IN

WRITING.

12. CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE

AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

13. OSHA REGULATIONS PROHIBIT OPERATIONS THAT WILL BRING PERSONS EQUIPMENT WITHIN 10 FEET OF AN ENERGIZED LINE. WHERE WORKMEN AND/OR EQUIPMENT HAVE TO WORK CLOSE TO AN ENERGIZED ELECTRICAL LINE, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL POWER COMPANY INVOLVED AND MAKE WHATEVER

ADJUSTMENTS NECESSARY TO ENSURE THE SAFETY OF THOSE WORKMEN. NO SEPARATE PAY.

14. CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF

INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

15. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192 (8), GAS COMPANIES MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN

THE PROJECT AREA.

16. POWER POLES TO BE BRACED AT CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL NOTIFY/COORDINATE WITH

THE APPROPRIATE UTILITY COMPANY.

17. REMOVE AND REPLACE EXISTING FENCES AS NECESSARY. THE REQUIRED REMOVAL OF ANY TREES, SHRUBS, OR SMALL STRUCTURES SHALL BE SUBSIDIARY TO THE TOTAL COST OF THE PROJECT. TEMPORARY FENCING SHALL BE

PROVIDED BY THE CONTRACTOR, AS REQUIRED. NO SEPARATE PAY.

18. CONTRACTOR SHALL PROVIDE PRECONSTRUCTION VIDEO/PHOTOS PRIOR TO CONSTRUCTION.

19. THERE SHOULD BE AN ASSIGNED 24-HOUR COMPETENT PERSON ON CALL FOR THE OCCURRENCE OF RAIN

EVENTS.

20. A MINIMUM OF 48-HOURS NOTICE SHALL BE GIVEN BY THE CONTRACTOR FOR ANY DISRUPTION TO PRIVATE

SERVICE.

I. SANITARY FACILITIES

1. THE CONTRACTOR SHALL PROVIDE CHEMICAL TOILET FACILITIES FOR THE USE OF THE WORKMEN. ADEQUACY OF THESE FACILITIES WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND MAINTENANCE OF THE SAME MUST BE SATISFACTORY TO THE ENGINEER AT ALL TIMES. CONTRACTOR SHALL PROVIDE A MAINTENANCE SCHEDULE TO

THE OWNER FOR APPROVAL.

J. DETOURS, BARRICADES, WARNING SIGNS, ETC.

1. TRAFFIC MUST BE HANDLED THROUGHOUT THE PROJECT DURING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR THE SAFE AND COMFORTABLE PASSAGE OF TRAFFIC WITH MINIMAL INCONVENIENCE TO THE PUBLIC AT ALL TIMES. TRAFFIC LANES SHALL BE ENTIRELY OPEN TO TRAFFIC EACH NIGHT AND NO EQUIPMENT SHALL BE LEFT IN A POSITION OVERNIGHT THAT WILL ENDANGER TRAFFIC. NO

SEPARATE PAY.

2. A FLAGGER SHALL BE STATIONED WHERE ANY EQUIPMENT IS WORKING ON THE ROAD OR WHERE ANY OTHER

HAZARDS DUE TO CONSTRUCTION OPERATIONS EXIST OR AS DIRECTED BY THE ENGINEER.

3. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES THROUGHOUT ALL PHASES OF CONSTRUCTION. ADEQUACY OF ACCESS WILL BE AT THE DISCRETION OF THE ENGINEER. SAFE ENTRANCE AND

EXIT TO ALL DRIVEWAYS SHALL BE PROVIDED WITH A MINIMUM OF INCONVENIENCE.

4. THE CONTRACTOR SHALL NOT STORE ANY CONSTRUCTION MATERIAL OR EQUIPMENT AT ANY LOCATION THAT

WILL CONSTITUTE A HAZARD AND WILL ENDANGER TRAFFIC.

5. THE CONTRACTOR SHALL NOTIFY THE OWNER OF IMPENDING/UPCOMING LANE CLOSURES AS EARLY AS FIVE

WORKING DAYS BUT NO LATER THAN 48 HOURS IN ADVANCE OF LANE CLOSURES.

6. FOR THIS PROJECT, UNLESS OTHERWISE NOTED IN THE PLANS AND/OR AS DIRECTED BY THE ENGINEER, NO LANE

CLOSURES SHALL BE ALLOWED OTHER THAN THOSE IN THE TRAFFIC CONTROL PLAN.

7. THE CONTRACTOR MAY PROPOSE/RECOMMEND MODIFICATIONS TO THE SEQUENCE OF WORK FOR CONSIDERATION BY THE ENGINEER. ANY MAJOR RECOMMENDED MODIFICATION BY THE CONTRACTOR SHALL INCLUDE ANY CHANGES TO THE VARIOUS PAY ITEMS, IMPACT TO TRAFFIC, EFFECT OF OVERALL PROJECT IN TIME AND COST, ETC. THE CONTRACTOR SHALL NOT PROCEED WITH ANY CONSTRUCTION OPERATIONS BASED ON A REVISED PHASE/SEQUENCE UNTIL HE/SHE OBTAINS WRITTEN APPROVAL FROM THE ENGINEER. IF AT ANY TIME DURING CONSTRUCTION THE CONTRACTOR'S PROPOSED PLAN OF OPERATION FOR HANDLING TRAFFIC DOES NOT PROVIDE SAFE AND COMFORTABLE MOVEMENT, THE CONTRACTOR SHALL IMMEDIATELY CHANGE HIS

OPERATION TO CORRECT THE UNSATISFACTORY CONDITION.

8. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AN ADEQUATE NUMBER OF BARRICADES, WARNING AND

DIRECTIONAL SIGNS TO DELINEATE TRAFFIC FOR ANY DETOURS.

9. ALL CONSTRUCTION TRAFFIC SHALL BE REGULATED SO AS TO CAUSE A MINIMUM OF INCONVENIENCE TO THE TRAVELING PUBLIC. AT POINTS WHERE IT IS NECESSARY FOR TRUCKS TO STOP AND UNLOAD, WARNING SIGNS

AND FLAGGERS SHALL BE PROVIDED AS NECESSARY TO ADEQUATELY PROTECT TRAVEL.

10. ALL BARRICADES, SIGNS, WARNING LIGHTS, ETC. SHALL BE ACCORDING TO THE U.S. DEPARTMENT OF

TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

11. THE CONTRACTOR MAY, WITH THE APPROVAL OF AND AS DIRECTED BY THE ENGINEER, BE REQUIRED TO FURNISH ADDITIONAL SIGNS AND BARRICADES TO THOSE INDICATED ON THE PLANS TO MAINTAIN THE SAFE PASSAGE OF TRAFFIC THROUGHOUT THE CONSTRUCTION SITE PARTICULARLY IN THOSE AREAS OF IMMEDIATE WORK.

12. UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE IS MADE, THE CONTRACTOR SHALL SHAPE AND FINISH SUCH PORTIONS OF THE RIGHT-OF-WAY AS MAY HAVE BEEN DISTURBED IN MAKING THE ABOVE PROVISIONS FOR TRAFFIC AND WILL BE REQUIRED TO LEAVE THE ENTIRE RIGHT-OF-WAY IN A SMOOTH, NEAT

AND SIGHTLY CONDITION.

13. ALL WORK AND MATERIALS REQUIRED BY THESE PROVISIONS WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS OF THE CONTRACT, UNLESS OTHERWISE INDICATED IN THE

PLANS OR SPECIFICATIONS.

14. CONTRACTOR SHALL HAVE A COMPANY REPRESENTATIVE CERTIFIED IN FLAGGER TRAINING APPROVED BY THE

OWNER.

15. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TRAFFIC CONTROL AND WILL BE RESPONSIBLE FOR FURNISHING ALL TRAFFIC CONTROL DEVICES AND FLAGGERS. THE CONSTRUCTION METHODS SHALL BE CONDUCTED TO PROVIDE THE LEAST POSSIBLE INTERFERENCE TO TRAFFIC SO AS TO PERMIT THE CONTINUOUS

MOVEMENT OF TRAFFIC IN ALL ALLOWABLE DIRECTIONS AT ALL TIMES.

16. THE CONTRACTOR SHALL PROVIDE FOR THE PASSAGE OF TRAFFIC THROUGH THE PROJECT WITH SIGNS, LIGHTS AND BARRICADES IN ACCORDANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS

REQUIRED FOR MAINTENANCE ACTIVITIES AND TO THE SATISFACTION OF THE ENGINEER.

17. LANE CLOSURES WILL NOT BE ALLOWED UNLESS PRIOR APPROVAL IS GIVEN BY THE ENGINEER. IF LANE CLOSURES ARE APPROVED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER 48 HOURS IN ADVANCE OF THE

CLOSURE.

N O

N E

W G

AL

VA

N

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

C

FO

GAS

W

WW

TEL

OE

EXIST SANITARY SEWER

EXIST WATER LINE

GAS LINE

TELEPHONE CABLE

PROPERTY LINE

OVERHEAD ELECTRIC

EDGE OF ASPHALT

SHRUB

TREE

CONTROL POINT

PROPERTY CORNER

CONCRETE MONUMENT

WATER/GAS METER

FIRE HYDRANT

POWER POLE

POWER POLE W/ GUY WIRE

TELEPHONE PEDESTAL

WATER VALVE

HIGHWAY SIGN

LEGEND

PL

FIBER OPTICS LINE

WW PROP SANITARY SEWER

W PROP WATER LINE

LIGHT POLE

ABBREVIATIONS

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY

TRANSPORTATION OFFICIALS

A/C AIR CONDITIONING

ACT ACTIVATED

ADJ ADJUSTABLE, ADJUST

AE AIR ELEMENTS

AFF ABOVE FINISHED FLOOR

AIT AIR INDICATING TRANSMITTER

AL,ALU,ALUM ALUMINUM

APPROX APPROXIMATE (LY)

ASC ANTISCALANT

ASTM AMERICAN SOCIETY FOR TESTING MATERIALS

AVE AVENUE

AVG AVERAGE

AWD AVERAGE WATER DEPTH

AWS AVERAGE WATER SURFACE

B BEGINNING

BFP BELT FILTER PRESS

BFV BUTTERFLY VALVE

BIT CONC BITUMINOUS CONCRETE

BLDG BUILDING

BLVD BOULEVARD

BNR BIOLOGICAL NUTRIENT REACTOR

BOC BACK OF CURB

BTWN BETWEEN

BUR BURIED

BW BACKWASH

CARB CARBON

C-C CENTER TO CENTER

CE CLARIFIER EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG COMBUSTIBLE GAS

CI CAST IRON PIPE

CISP CAST IRON STEEL PIPE

CL CENTERLINE

CLF CHAIN LINK FENCE

CLR CLEARANCE

CM CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CPLG COUPLING

CPVC CHLORINATED POLYVINYL CHLORIDE

CR CORNER

CS CARBON STEEL

CTR CENTER (ED)

CU COPPER PIPE

CU FT (CF) CUBIC FOOT (FEET)

CU YD (CY) CUBIC YARD

CV CHECK VALVE

CW POTABLE COLD WATER

D SANITARY DRAIN

DEG DEGREES

DET DETAIL

DI, DIP DUCTILE IRON (PIPE)

DIA, Ø DIA

DMH DRAIN MANHOLE

DP DEEP

DPI DIFFERENTIAL PRESSURE INDICATOR

DR DRAIN,PROCESS

E EAST

EA EACH

EF EACH FACE OR EQUALIZATION FILL

EFF EFFLUENT

EFR EQUALIZATION FLOW RETURN

EL, ELEV ELEVATION

EMBED EMBEDDED

EMH ELECTRIC MANHOLE

EPDM ETHYLENE PROPYLENE RUBBER

EQ EQUALIZATION, EQUAL (LT), OR EQUIPMENT

EQUIP EQUIPMENT

ER EQUALIZATION RETURN

EX, EXIST EXISTING

EXP EXPOSED OR EXPANSION

EW EACH WAY

FB FIBERGLASS

FCV FLOW CONTROL VALVE

FCW FLAT CRESTED WEIR

FD FLOOR DRAIN

FD FRENCH DRAIN

FE FLOW ELEMENT

FF FINISHED FLOOR

FG FINISHED GRADE

FI FLOW INDICATOR

FIG FIGURE

FIN FINISH (ED)

FINW FINISHED WATER

FIT FLOW INDICATING TRANSMITTER

FJ FLANGE JOINT

FL FLOWLINE

FLEX FLEXIBLE

FLG FLANGE (D)

FNC FENCE

FM FORCE MAIN

FRP FIBERGLASS REINFORCED PIPE

FSL FLOW SWITCH LOW

FT FEET / FOOT

FV FLOW VALVE

FW FACE OF WALL, FINISHED WATER

G GAS

G GATE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GPM GALLONS PER MINUTE

GR GRADE

GSP GALVANIZED STEEL PIPE

GST GALVANIZED STEEL

GV GATE VALVE

H, HT HEIGHT

H2S HYDROGEN SULFIDE

HB HOSE BIBB

HDG HOT DIPPED GALVANIZED (STEEL)

HDPE HIGH DENSITY POLYETHYLENE

HEX HEXAGON

HFAC HARNESSED FLANGED ADAPTOR COUPLING

HGL HYDRAULIC GRADE LINE

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HWL HIGH WATER LEVEL

HWY HIGHWAY

ID INSIDE DIAMETER

IDENT IDENTIFICATION

IN INCH

INC INCORPORATED

INCR INCREASE

INF INFLUENT

INT INTERSECTION

INV INVERT

INV EL INVERT ELEVATION

JT JOINT

KCF THOUSAND CUBIC FEET

L, LG LONG

LB POUND

LE LEVEL ELEMENT

LI LEVEL INDICATOR

LIT LEVEL INDICATOR TRANSMITTER

LP LOW POINT

LPA LOW PRESSURE AIR

LR LONG RADIUS

LSH LEVEL SWITCH HIGH

LSL LEVEL SWITCH LOW

LT LEVEL TRANSMITTER

M MOTOR OR METER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MG MILLION GALLONS

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MLSS MIXED LIQUOR SUSPENDED SOLIDS

MTL METAL

MV MECHANICAL VALVE

N NORTH

NE NORTHEAST

NG NATURAL GROUND

NO NORMALLY OPEN

NO. NUMBER

NOM NOMINAL

NPW NON-POTABLE WATER

NTS NOT TO SCALE

NW NORTHWEST

O2 OXYGEN

OA ODOROUS AIR

OC ON CENTER

OCF ODOR CONTROL FAN

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

O/E OR EQUAL

OF OVERFLOW

OPNG OPENING

O/S OFF SET

P PUMP

PAVT PAVEMENT

PC BEGINNING POINT OF CURB

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

PD PLANT DRAIN

PDPS PROCESS DRAIN PUMP STATION

PE PLAIN END

PERM RO PERMEATE

PH HYDROGEN ION CONCENTRATION

PI PRESSURE INDICATOR

PIT PRESSURE INDICATOR TRANSMITTER

PIV POST INDICATOR VALVE

PKWY PARKWAY

PLT PLATE

PO PUSH ON

POB POINT OF BEGINNING

POE POINT OF ENDING

POTW POTABLE WATER

PROJ PROJECTING

PROP PROPOSED

PS PUMP STATION

PSI POUNDS PER SQ INCH

PSIG POUNDS PER SQ INCH GAGE

PT PRESSURE TRANSMITTER

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

PWHDPE PROFILE WALL HIGH DENSITY POLYETHYLENE

QAVE AVERAGE DAILY FLOW

QPK PEAK 2-HOUR FLOW

R RADIUS

RAS RETURN ACTIVATED SLUDGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BLOCK

RCP REINFORCED CONCRETE PIPE

RD ROAD

RED REDUCER

REF REFER(ENCE)

REINF REINFORCE(D, ING)

REQD REQUIRED

RESID RESIDUAL

RFP REINFORCED FIBERGLASS PIPE

RIM EL RIM ELEVATION

ROW RIGHT-OF-WAY

RS RAW SEWAGE

RW RAW WATER

S SEWER

S SLOPE

S SOUTH

S (SEC) SECOND

SC,SCH,SCHED SCHEDULE

SCD SCREWED

SCFM STANDARD CUBIC FEET PER MINUTE

SD STORM DRAIN

SE SOUTHEAST

SG SLIDE GATE

SGW SCREENED & DEGRITTED WATER

SHC SODIUM HYPOCHLORITE

SJ SOCKET JOINT

SLG SLIDE GATE

SLU SLUICE GATE

SMH SEWER MANHOLE

SP SPACE(S,ED) OR STOP PLATE

SPEC SPECIFICATION, SPECIFIED

SPD SUMP PUMP DISCHARGE

SPS SANITARY PUMP STATION

SQ SQUARE

SR SHORT RADIUS OR SUPPLY REGISTER

SS STAINLESS STEEL

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURE

STWY STAIRWAY

SUB SUBMERGED

SW SOUTHWEST, SCREENED WASTEWATER

SWD SIDE WATER DEPTH

SWH SIDE WALL HEIGHT

TC TOP OF CURB

T, THK THICK(NESS)

T&B TOP AND BOTTOM

TG TOP OF GRATE

THRD THREADED

TOC TOP OF CURB/CONCRETE

TOP TOP OF SLOPE

TOS TOP OF SLAB

TOW TOP OF WALL

TP TURNING POINT

TP THERMOPLASTIC REINFORCED PIPE

TS TOP OF SURFACE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UHMWPE ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE

UV ULTRAVIOLET

V VALVE

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VG VALLEY GUTTER

W WEST

W WIDE

W POTABLE WATER

W/ WITH

WAS WASTE ACTIVATED SLUDGE

WG WASTE GAS

WS WATER SURFACE OR WATERSTOP

WSE WATER SURFACE ELEVATION

WSG WEIR SLIDE GATE

WW WASTEWATER

WWD WET WEATHER DISCHARGE

MAILBOX

s SPIGOT

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

C

W G

AL

VA

N

N O

N E s

W

W

W

W

W

W

W

W

W

W

W

W

W

RIVER RD

CAMPFIRE RD

HIGH MESA DR

CA

M

PF

IR

E W

AY

EDGEWATER DR

LO

NGHO

RN CIR

5+80

0+

1+

2+00

3+00

4+00

5+00

7+34

0+00

1+00 2+00

3+00 4+00

5+00 6+00

7+

W

W

W

W

W

W

W W

W

W

W

W

2+

0+00

1+00

2+00

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

C

1"

0'

W G

AL

VA

N

SHEET 5

SHEET 7

SHEET 7

SHEET 6

SHEET 6

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

OE

OE

OE

OE

OE

OE

O E

O E

OE

OE

OE

OE

OE

OE

OE

OE

OE

5+

0+00

1+00

2+00

3+00

4+00

5+00

STA 5+79.76

END PROP 6" C900

PVC WATER LINE

CONNECT TO EXIST 6" WATER LINE

CONTRACTOR SHALL CUT AND PLUG

EXIST CONNECTION TO 2" WATER LINE

INSTALL:

1 - 6" COUPLING

1 - 6" GATE VALVE

2 - 2" DI PLUGS

STA 0+00.00

BEGIN PROP 6" C900

PVC WATER LINE

CONNCECT TO EXIST 6" WATER LINE

CONTRACTOR SHALL CUT AND PLUG

EXIST CONNECTION TO 2" WATER LINE

INSTALL:

1 - 6" COUPLING

1 - 6" GATE VALVE

2 - 2" DI PLUGS

W

W

W

W

W

W

W

W

W

W

W

W

W W W

W

W

W

W

W

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

C

EXISTING

DRIVEWAY

(GRAVEL)

24" OAK

EXISTING WATERLINE

(TO BE ABANDONED)

CAMPFIRE CIR(ASPHALT)

CAMPFIRE WAY

(ASPHALT)

EXISTING

DRIVEWAY

(GRAVEL)

EX

IS

TI

NG

DR

IV

EW

AY

(G

RA

VE

L)

EX

IS

TI

N

G

DR

IV

EW

AY

(G

RA

VE

L)

EX

IS

TI

N

G

DR

IV

EW

AY

(G

RA

VE

L)

EX

IS

TI

NG

DR

IV

EW

AY

(G

RA

VE

L)

EX

IS

TI

NG

DR

IV

EW

AY

(G

RA

VE

L)

EX

IST

IN

G

DRI

VE

W

AY

(G

RA

VE

L)

24" OAK

INSTALL: 6" C900 PVC WATERLINE

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

W G

AL

VA

N

STA 0+20.38

INSTALL: 6" DI 11.25° BEND

STA 0+89.76

INSTALL: 6" DI 11.25° BEND

STA1+19.76

INSTALL: 6" DI 22.5° BEND

STA 1+79.76

INSTALL: 6" DI 11.25° BEND

STA 2+39.76

INSTALL: 6" DI 11.25° BEND

STA 3+59.76

INSTALL: 6" DI 11.25° BEND

STA 3+89.76

INSTALL: 6" DI 11.25° BEND

STA4+19.76

INSTALL: 6" DI 11.25° BEND

STA 4+49.76

INSTALL: 6" DI 11.25° BEND

STA 5+69.76

INSTALL: 6" DI 22.5° BENDINSTALL:

FIRE HYDRANT ASSEMBLY

1"

0'

EXISTING 6" WATERLINE

EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING 6"

WATERLINE

OE

OE

OE

OE

OE

OE

OE

OE

W

W W W

W

W

W W

W

W

W

OE

W

W

W

W

868 867 866

8641+002+00

2+34

STA 2+33.68

END PROP 6" C900

PVC WATER LINE

CONNECT TO EXIST 6" WATER LINE

REMOVE:

6" TO 2" REDUCER

2" GATE VALVE

INSTALL"

1 - 6" COUPLING

1 - 6" GATE VALVE

W W W W W

W W

W

W

W

W

882882

877878879

STA 2+33.68

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

C

M

ATCH

LIN

E STA 0+45.00 (SEE SH

EET 7)

LONGHORN CIRCLE

(ASPHALT)

LARGE BROKEN TREE

30" CEDAR

24" CEDAR

12" CLUSTER CEDAR

CONTRACTOR SHALL CUT AND PLUG

EXIST 6" WATER LINE

INSTALL:

2 -6" DI PLUGS

INSTALL: 6" C900 PVC WATERLINE

W G

AL

VA

N

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

STA 2+11.69

INSTALL:

1 - 6" 45° MJ DI BEND

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

1"

0'

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

EX

IS

TI

N

G

DR

IV

EW

AY

(G

RA

VE

L)

EXISTING

DRIVEWAY

(GRAVEL)

RIVER RD

(ASPHALT)

CAM

PFIRE W

AY

(ASPH

ALT)

PRESSURE REDUCING VALVE

INSTALL:

APPROXIMATELY 28' OF DI PIPE

2 - 6" DI TEES

2 - 6" DI 90° BENDS

3 - 6" GATE VALVES

1 - 6" PRESSURE REDUCING VALVE

EXISTING 6"

WATERLINE

EXISTING 6"

WATERLINE

EXISTING WATERLINE

(TO BE ABANDONED)

s

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

O E

O E

O E

O E

O E

O E

O E

O E

W

W W W W W

W W

W W W W

W

W

W W

W

W // //

857 856

0+

1+00 2+00 3+00

4+00

0+

STA 0+00.00

BEGIN PROP 6" C900

PVC WATER LINE

CONNECT TO EXIST 2" WATER LINE

INSTALL:

1 - 2" TAPPING SLEEVE

1 - 6" DI PLUG

1 - 6" GATE VALVE

1 - 2" GATE VALVE

1 - 2" 90° BEND

STA 0+00.00 LONGHORN CIR = STA 2+88.33 EDGEWATER DR

CONNECT TO PROP 6" WATER LINE

INSTALL:

1 - 6" X 6"DI TEE

2 - 6" GATE VALVES

FL 30" DI = 852.77

FL 30" DI = 853.19

EXISTING 30" CMP

W W W W W W W W W W W W W W W W W

W W

W s

OE OE OE OE OE OE OE OE

OE

OE

OE

OE

OE

OE

W W W W W W

W

W

W

W

W

OE

OE

OE

OE

856857

7+34

5+00 6+00

7+

W W W W W W W

W

W

W

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

C

M

AT

CH

LI

N E

ST

A

4+

.0

(S

EE

T H

IS

S

H

EE

T)

EDGEWATER DR

(ASPHALT)

EX

IS

TI

N

G

DR

IV

EW

AY

(C

O N

CR

ET

E)

MATCHLINE STA 0+45.00 (SEE SHEET 6)

12" OAK

EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING OVERHEAD

UTILITY POLE

EX

IS

TI

N

G

DR

IV

EW

AY

(G

RA

VE

L)

M

AT

CH

LI

N E

ST

A

4+

.0

(S

EE

T H

IS

S

H

EE

T)

20" OAK13" DEAD TREE

42" OAK

LO

N

G H

O

RN

C

IR

(A

SP

H

AL

T)W

AG

O N

W H

EE

L

CI

R

(A

SP

H

AL

T)

EDGEWATER DR

(ASPHALT)

RIVER DR

(ASPHALT)

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

INSTALL: 6" C900 PVC WATERLINE

INSTALL: 6" C900 PVC WATERLINE

W G

AL

VA

N

CONTRACTOR SHALL CUT AND PLUG

EXIST 6" WATER LINE

INSTALL:

2 -2" DI PLUGS

WATER LINE TO BE INSTALLED UNDER EXISTING

STORM WATER CULVERT WITH AT LEAST 12" OF

VERTICAL CLEARANCE BETWEEN BOTTOM OF

CULVERT PIPE AND TOP OF WATER PIPE

(SEE PRESSURE PIPE OFFSET DETAIL)

INSTALL:

4 - 6" 45° VERTICAL BENDS

STA 0+36.00

INSTALL:

FIRE HYDRANT ASSEMBLY

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

STA 5+36.56

INSTALL:

FIRE HYDRANT ASSEMBLY STA 5+91.82

INSTALL: 6" DI 11.25° BEND

STA 6.69.04

INSTALL: 6" DI 22.5° BEND

STA 6+96.94

INSTALL: 6" DI 22.5° BEND

RECONNECT EXISTING WATER

SERVICE LINE AND METER (TYP)

1"

0'

STA 3+31.60

CONNECT TO EXISTING 2" WATER LINE

INSTALL:

1 - 2" DI PLUG

1 - 2" DI 90° BEND

1 - 6" X 2" REDUCER

1 - 6" GATE VALVE

EXISTING 2" WATERLINE EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING WATERLINE

(TO BE ABANDONED)

EXISTING 2" WATERLINE

G

AL

VA

N

N O

N E

45°

125572

STATE OF TEXAS

O

O

MICHAEL J. SANTANGELO

E.

H

U N

TL

AN

D

DR

IV

E, S

TE

. 2

A U

ST

IN

, T X

T.

B.

P.

E.

F

IR

M

R

EG

IS

TR

AT

IO

N

F -8

(5

) 4

TR

C

E N

G

IN

EE

R

S, IN

G

AL

VA

N

N O

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