ESBD_File_341474_17-21389r-plans.pdf

GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS &

APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES,

ORDINANCES, REGULATIONS, ETC.) CONSTRUCTION DOCUMENTS

INCLUDE DRAWINGS & SPECIFICATIONS PLUS ANY ADDENDA TO THE

AFOREMENTIONED.

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS

NECESSARY TO CONVEY DESIGN INTENT OF THE WORK.

MANUFACTURERS' INSTRUCTIONS SHALL BE CONSIDERED AS PART OF

THE SPECIFICATIONS WHETHER INCLUDED OR NOT IN THE

SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNER'S REPRESENTATIVE SHALL NOT BE

CONSTRUED AS SUPERVISION OF MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES FOR CONSTRUCTION, NOR IMPLY

RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE

OF WORK BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES, OR

EMPLOYEES OF SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK,

TRAVEL, OR OCCUPANCY BY ANY PERSON.

4. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

- VERIFY DIMENSIONS & FIELD CONDITIONS BEFORE PROCEEDING.

- NOTIFY FNI OF FIELD CONDITIONS REQUIRING DEVIATIONS FROM

CONSTRUCTION DOCUMENTS BEFORE THE CONSTRUCTION OF

ANY MODIFICATION.

- PROVIDE ADEQUATE BRACING & SHORING AS NECESSARY UNTIL

PERMANENT SUPPORTS & STIFFENERS ARE INSTALLED.

- IMMEDIATELY REPAIR OR REPLACE DAMAGED OR DEFECTIVE

WORK TO THE APPROVAL OF (AND AT NO ADDITIONAL COST TO)

THE OWNER

- NOTIFY FNI & APPROPRIATE INSPECTORS AT CRITICAL

CONSTRUCTION MILESTONES IN ORDER TO OBTAIN NECESSARY

APPROVALS & INSPECTIONS PRIOR TO COMMENCEMENT OF

SUBSEQUENT WORK.

- TAKE REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND

PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE,

INJURY OR LOSS TO:

a) EMPLOYEES & ALL OTHER AFFECTED PERSONS

b) ALL WORK, MATERIALS & EQUIPMENT

c) OTHER PROPERTY AT SITE OR ADJACENT THERETO.

- UPON COMPLETION OF THE WORK, REMOVE MATERIALS, TOOLS &

EQUIPMENT AND LEAVE SITE IN A CONDITION ACCEPTABLE TO

OWNER.

6. AFTER CONSTRUCTION PROVIDE A WASTE PIPE INSPECTION UTILIZING

AN INTERNAL PIPE CAMERA THAT IS CAPABLE OF VIDEO RECORDING THE

INSPECTION WITH THE AUDIO DESCRIPTIONS. THIS WILL REQUIRE

REMOVAL AND REINSTALLATION OF FLOOR MOUNTED WATER CLOSETS

AND REMOVAL AND REINSTALLATION OF CLEAN-OUT COVERS. UPON

COMPLETION OF WASTEWATER PIPE INSPECTION PROVIDE A REPORT OF

FINDINGS IN RECOMMENDATIONS OF CORRECTIVE ACTIONS IF REQUIRED.

7. VISUALLY INSPECT ALL OVERHEAD DUCTWORK, WATER LINES, AND

OTHER PIPING AFTER BUILDING STABILIZATION IS COMPLETE TO ENSURE

CONTINUED FUNCTIONALITY. IF THERE ARE ANY BREAKS IN DUCTWORK

OR PIPING, NOTIFY THE OWNER'S REPRESENTATIVE.

8. THE CONTRACTOR SHALL REPAIR OR OTHERWISE MAKE THE OWNER

WHOLE DUE TO DAMAGE RESULTING FROM THE EXECUTION OF THE WORK

AND OR ANY OTHER ON-SITE ACTIVITY BY THE CONTRACTOR, THE SUB-

CONTRACTORS, VENDORS, SUPPLIERS, ETC.

PROJECT

LOCATION

NORTH

CIVIL

C0.00 NOTES

C1.00 EXISTING CONDITIONS PLAN

C1.01 SITE PLAN

C1.02 DEMOLITION PLAN

C2.00 PAVING & JOINT PLAN

C3.00 GRADING PLAN

C4.00 STORM PLAN - 12IN PIPE LABELS

C4.01 STORM PLAN - FRENCH DRAIN

AND OUTLET PIPE LABELS

C4.02 STORM PROFILES

C4.03 STORM PROFILES

C4.04 STORM PROFILES

C4.05 DRAINAGE AREA MAP

C4.06 DRAINAGE CALCULATIONS

C5.00 EROSION CONTROL PLAN

C5.01 EROSION CONTROL NOTES &

DETAILS

C6.00 DETAILS

C6.01 DETAILS

_GENERAL

STRUCTURAL

S0.01 STRUCTURAL NOTES AND

SPECIAL INSPECTIONS

S0.02 STRUCTURAL ABBREVIATIONS

AND SYMBOLS LEGEND

S1.01 OVERALL EXISTING FOUNDATION

PLAN

S1.02 EXISTING FOUNDATION PLAN -

AREA A

S1.03 EXISTING FOUNDATION PLAN -

AREA B

S2.01 EXISTING ROOF FRAMING PLAN -

AREA A

S3.01 PHOTOGRAPHS

S3.02 PHOTOGRAPHS

S3.03 PHOTOGRAPHS

S4.01 CONCRETE DETAILS

S4.02 STEEL DETAILS

THIS PROJECT INCLUDES THE PROPOSED FOUNDATION STABILIZATION TO THE BRYAN DISTRICT HEADQUARTERS ADMINISTRATION OFFICE BUILDING. INSTALLATION OF THE HELICAL PIERS ALONG APPROXIMATELY HALF THE BUILDING PERIMETER TO LIMIT FUTURE SETTLEMENT.

POLYURETHANE INJECTION TO FILL ANY EXISTING VOIDS UNDER THE SLAB OR VOIDS CREATED DURING THE LIFTING PROCESS. COORDINATION AND LOCATION OF SUBSURFACE UTILITIES PRIOR TO HELICAL INSTALLATION IS ANTICIPATED. CAMERA SUBSURFACE PLUMBING BELOW THE BUILDING AND 10 FEET BEYOND THE BUILDING FACE AFTER INJECTION PROCESS IS COMPLETED. REPAIR ANY DAMAGE TO THE EXISTING SUBSURFACE UTILITIES AS REQUIRED. REMOVE AND REINSTALL AN EXISITING WINDOW SYSTEM. ADDITION OF UNDERDRAINS AND A ROOF DRAIN COLLECTION SYSTEM; THIS INCLUDES PIPING, TRENCH DRIVEWAY CROSSING, AND OUTFALL IMPROVEMENTS. REPLACEMENT OF SIDEWALKS AND LANDSCAPING

ELEMENTS, ALONG WITH ASSOCIATED GRADING AROUND THE PERIMETER OF THE BUILDING.

TOTAL SCOPE: 21,768 SQFT.

SCOPE OF WORK:

BUILDING SUMMARY: BUILDING CODES:

INTERNATIONAL BUILDING CODE IBC - 2018

AMERICANS W/ DISABILITIES ACT ADAAG - 2010

TEXAS ACCESSIBILITY STANDARDS TAS - 2012

INTERNATIONAL ENERGY CODE IECC - 2018

INTERNATIONAL MECHANICAL CODE IMC - 2018

INTERNATIONAL PLUMBING CODE IPC - 2018

INTERNATIONAL FUEL AND GAS CODE IFGC- 2018

NATIONAL ELECTRIC CODE NEC - 2020

NATIONAL FIRE CODE NFPA 1 - 2015

NATIONAL LIFE SAFETY CODE NFPA 101 - 2015

TxDOT STANDARD SPECS FOR ... STREETS - 2014

WICHITA

FALLS

BEAUMONT

PARIS

ATLANTA

BRYAN

BROWNWOOD

AMARILLO

ABILENE

CHILDRESS

FORT

WORTH

CORPUS

CHRISTI

DALLAS

EL PASO

HOUSTON

LAREDO

LUBBOCK

LUFKIN

ODESSA

SAN

ANGELO

SAN

ANTONIO

YOAKUM

WACO

TYLER

PHARR

BRAZOS COUNTY, TX

BRYAN DISTRICT (17)

Support Services Division / Facilities Planning & Management

COPYRIGHT 2022 TEXAS DEPTARTMENT OF TRANSPORTATIONc

VICINITY MAP

INDEX OF DRAWINGS

PROJECT:

CIVIL: STRUCTURE:

G E

N E

R A

T E

D O

N : Gessner Engineering, LLC

2501 Ashford Drive College Station, TX 77845

JQ Infrastructure, LLC 100 Glass Street, Suite 201 Dallas, TX 75207

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PROJECT NUMBER: 17380421389

SITE # 179043

BUILDING # 178006

JASON FERRIS

(915) 248-7503

JASON.FERRIS@TXDOT.GOV

BRYAN DISTRICT HEADQUARTERS

FOUNDATION STABILIZATION

CHRIS BAKERJOHNNIE PRICE

Phone: (979) 680-8840 E-mail: JPRICE@GESSNERENG.COM

Phone: (972) 392-7340 E-mail: CBAKER@JQENG.COM

2591 N EARL RUDDER FWY., BRYAN, TX 77803

AMY STONE

(512) 902-9922

AMY.STONE@TXDOT.GOV

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118595

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SED

10/16/2023

REVISIONS:

COPYRIGHT 2019c

Texas of Transportation Department

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CHECKED BY: JP

ISSUED: OCT. 16, 2023

DRAWN BY: CF

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GENERAL NOTES:

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST PROVIDE SUBMITTALS OF PROPOSED CONSTRUCTION MATERIALS FOR REVIEW BY THE DESIGN ENGINEER A MINIMUM OF 14 DAYS PRIOR TO REQUIRED USE.

2. A PRE-CONSTRUCTION MEETING WILL BE HELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. TIME AND

LOCATION TO BE DETERMINED BY OWNER.

3. ALL BOUNDARY, TOPOGRAPHIC INFORMATION, AND SURVEY CONTROL WAS COMPLETED IN JAN 2022 BY JQ

SURVEYOR . CHANGES IN SITE OR FIELD CONDITIONS MAY HAVE OCCURRED.

4. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION, BENCHMARKS, AND MARKERS DURING

CONSTRUCTION.

5. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING SERVICES BASED ON THE INFORMATION PROVIDED IN

THE PLANS.

6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH FACILITY/PROPERTY OWNERS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES, PAVEMENT, ETC. AS A RESULT OF CONSTRUCTION

ACTIVITIES.

7. ALL ITEMS SHOWN ON THESE PLANS ARE ASSUMED NEW/PROPOSED UNLESS DESIGNATED OR SHOWN AS EXISTING AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR INCLUSIVE OF ANY MATERIALS, LABOR, EQUIPMENT, AND OTHER REQUIREMENTS FOR A COMPLETE AND FUNCTIONING SITE ELEMENT. ALL ITEMS NECESSARY FOR PROPER COMPLETION OF THE WORK NOT SPECIFICALLY CALLED FOR OR SPECIFIED ON THE PLANS

ARE THE RESPONSIBILITY OF THE CONTRACTOR AND CONSIDERED SUBSIDIARY TO THE WORK.

8. ALL UTILITIES AND SERVICE LINES SHOWN ARE TAKEN FROM RECORD INFORMATION SUPPLIED BY THE UTILITY OWNER OR HORIZONTALLY LOCATED BY INDEPENDENT LOCATORS. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO CONSTRUCTION. OWNER, SURVEYOR, AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION OR DATA RELIED ON TO DEPICT UNDERGROUND FACILITIES. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF ALL PIPELINES, COMMUNICATION LINES, ELECTRICAL LINES, EXISTING UTILITIES, AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON THE PLANS OR NOT, AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WITHIN THE PROJECT

AREA AND NOTIFY OF INTENT AT LEAST 1 WEEK PRIOR TO CONSTRUCTION.

9. CONTRACTOR IS TO MAINTAIN STRUCTURAL INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES AND

LINES, PERMANENT AND TEMPORARY UTILITIES, AND UTILITY SERVICES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES DURING THE CONSTRUCTION PROCESS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITY OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION, OR BETTER. ALL MATERIAL AND LABOR SHALL BE AT THE CONTRACTOR'S EXPENSE.

11. CONTRACTOR SHALL NOTIFY TEXAS811 AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY AT 811 OR HTTP://WWW.TEXAS811.ORG. THE CONTRACTOR SHALL ALSO NOTIFY APPLICABLE UTILITY COMPANIES THAT HAVE UTILITY LINES ON OR IN THE GENERAL VICINITY OF THIS PROJECT SITE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS, SPECIFICATIONS, AND REGULATIONS. WHERE CONSTRUCTION DOCUMENTS CONFLICT WITH THOSE GUIDELINES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL CALL CITY OF BRYAN WATER SERVICES FOR LOCATES FOR COB WATER AND SEWER UTILITIES AT 979-209-5900.

12. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND ONSITE FIELD CONDITIONS OR SPECIFICATIONS OF OTHER DISCIPLINES. CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS WITHIN PLANS OR SPECIFICATIONS AND AWAIT WRITTEN INSTRUCTION FROM ENGINEER OR ARCHITECT

PRIOR TO STARTING CONSTRUCTION.

13. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS, AS WELL AS INSPECTION APPROVALS.

14. A COPY OF APPROVED CONSTRUCTION PLANS SHALL BE KEPT ON SITE AT ALL TIMES THROUGHOUT CONSTRUCTION.

THE CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS TO RECORD AS-BUILT CONDITIONS.

15. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN AN ORDERLY PROJECT SITE. THE CONTRACTOR SHALL

CLEAN, REMOVE, AND PROPERLY DISPOSE OF ANY SURPLUS OR DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS FROM THE PROJECT SITE.

16. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND SAFE-GUARDING OF ALL MATERIALS AND EQUIPMENT AT THE

PROJECT SITE TO MAINTAIN A SAFE AND SECURE PROJECT.

17. THE CONTRACTOR SHALL COORDINATE SITE STORAGE WITH THE PROPERTY OWNER.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND

SOLID WASTE ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. THE SITE IS REQUIRED TO PROVIDE CONTAINMENT FOR WASTE PRIOR TO AND DURING DEMOLITION. SOLID WASTE ROLL OFF BOXES AND/OR METAL

DUMPSTER SHALL BE SUPPLIED BY THE CONTRACTOR.

19. CONTRACTOR IS TO CONFINE ALL WORK TO OWNER'S PROPERTY. NO CONSTRUCTION ACTIVITY IS ALLOWED ON OR THROUGH PRIVATE PROPERTY UNLESS COVERED BY A PUBLIC UTILITY EASEMENT OR OTHER DOCUMENTED AGREEMENT. ANY ADJACENT RIGHT-OF-WAY (R.O.W.) OR PROPERTY AFFECTED DURING CONSTRUCTION SHALL BE

RETURNED TO PRE-CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE.

20. ALL EXISTING UTILITY APPURTENANCES (VALVE BOXES, FIRE HYDRANTS, MANHOLE RING AND COVER, JUNCTION BOX

RING AND COVER, ETC) SHALL BE ADJUSTED TO FINAL GRADES.

21. ALL CONSTRUCTION OPERATIONS FOR THIS PROJECT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE

REGULATIONS OF THE UNITED STATES OCCUPATIONAL AND HEALTH ADMINISTRATION (OSHA).

22. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING

CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES.

23. THESE PLANS, PREPARED BY GESSNER ENGINEERING, DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR HIS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY

NOW OR HEREAFTER BE INCORPORATED IN THE WORK.

24. CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL JOB SITE SAFETY, FOR MANAGEMENT OF JOB SITE PERSONNEL. FOR SUPERVISION OF THE USE OF JOB SITE EQUIPMENT AND FOR DIRECTION OF ALL CONSTRUCTION PROCEDURES, METHODS, AND ELEMENTS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROPOSED

IMPROVEMENTS.

DEMOLITION NOTES:

1. AREAS BENEATH REMOVED PAVEMENT SHALL BE CLEARED OF ALL LOOSE OR DISTURBED MATERIAL AND WATER.

THE AREA SHALL BE PROOF-ROLLED AND MANUALLY COMPACTED OR REPLACED WITH SIMILAR MATERIALS PRIOR

TO NEW PAVEMENT PLACEMENT PER SPECIFICATIONS.

2. UNDER ALL IMPROVEMENTS, ALL ITEMS ARE TO BE REMOVED UNLESS OTHERWISE INDICATED. REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS BUT ALL UNDERGROUND ELEMENTS FOR UTILITIES UNLESS OTHERWISE INDICATED.

DURING CLEARING AND GRUBBING ACTIVITIES WHERE TREES AND BRUSH ARE TO BE REMOVED, REMOVE THE TOTAL EXTENT OF THEIR ROOT SYSTEMS. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL MATERIALS AND DEBRIS DEMOLISHED AND/OR REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A MANNER SATISFACTORY TO THE OWNER, ARCHITECT, & ENGINEER. ON-SITE

BURNING WILL NOT BE PERMITTED.

3. ALL EXCESS TOPSOIL AND CUT MATERIAL IS TO BE HAULED OFF AND DISPOSED OF OFF-SITE.

4. CONTRACTOR SHALL PREVENT TRANSPORT OF SEDIMENT TO ADJACENT PROPERTIES AND PUBLIC OR PRIVATE

RIGHT OF WAYS AND IS RESPONSIBLE FOR CLEANUP IF SUCH OCCURS. CONTRACTOR IS TO ENSURE NO CONSTRUCTION DEBRIS OR MUD IS TRACKED OR DISCARDED ON TO ANY PUBLIC OR PRIVATE STREETS OR LAND AND IS RESPONSIBLE FOR SITE CLEANUP AFTER EACH DAYS WORK. CONTRACTOR IS TO MAKE USE OF BEST MANAGEMENT PRACTICES TO PREVENT SEDIMENT FROM LEAVING THE SITE OR ENTERING EXISTING STORM SEWER OR DOWNSTREAM CHANNEL AREAS. CONTRACTOR SHALL MAINTAIN EROSION CONTROL THROUGHOUT

CONSTRUCTION PERIOD AND UNTIL GRASS IS ESTABLISHED.

5. CONTRACTOR TO PROTECT ALL OR INDICATED EXISTING TREES TO REMAIN DURING DEMOLITION AND

CONSTRUCTION ACTIVITIES.

DIMENSION CONTROL NOTES:

1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF PROJECT PLANS FOR CONSTRUCTION PURPOSES, WITH THE PERMISSION OF THE OWNER. THE ELECTRONIC FILE AND INFORMATION GENERATED, BY GESSNER ENGINEERING, FOR THIS PROJECT IS CONSIDERED BY GESSNER ENGINEERING, TO BE CONFIDENTIAL. WHEN ISSUED, ITS USE IS INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. THE MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THIS DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS TO ANY RESULTS GENERATED THROUGHOUT ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT GESSNER ENGINEERING, UPON RELEASE OF SUCH DATA, IS NOT LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY

FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE.

2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THE PLANS FOR LOCATING ALL IMPROVEMENTS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF THE

IMPROVEMENTS.

3. UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE TO BACK OF CURB. REFER TO ARCHITECTURAL PLANS FOR

DETAILED BUILDING DIMENSIONS.

GRADING NOTES:

1. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN AT A MINIMUM OF 2.0% SLOPE, UNLESS OTHERWISE

NOTED, SO THAT NO PONDING OCCURS.

2. WHEN TOP OF CURB ELEVATIONS ARE SHOWN, THE CURB IS A STANDARD 6" CURB, UNLESS OTHERWISE NOTED.

3. ALL SPOTS ARE TOP OF CURB ELEVATIONS, UNLESS OTHERWISE NOTED.

4. CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE

ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS

AND STRUCTURES. CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO ANY MODIFICATIONS.

5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER.

6. THE APPROVAL OF THE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY OR RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION SHALL BE RETURNED

TO EXISTING CONDITIONS OR BETTER.

7. FILL MATERIAL FOR NON-STRUCTURAL AREAS (5 FOOT OUTSIDE OF EDGE OF PAVEMENT, BACK OF CURB, OR IMPROVED AREAS) SHALL BE PLACED IN 6" MAXIMUM LOOSE LIFTS AND COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH A

MOISTURE CONTENT OF +/- 4% OF OPTIMUM.

8. COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT, 1 TEST PER

4,000 SF OF FILL PLACED, WITH A MINIMUM OF 1 TEST PER LIFT.

9. PRIOR TO REVEGETATION OPERATIONS. CONTRACTOR TO SPREAD/REPLACE AND CONSOLIDATE TOPSOIL TO A

DEPTH OF 6" MINIMUM.

10. ALL DISRUPTED AREAS ARE TO HAVE ESTABLISHMENT OF GRASS AS OUTLINED BELOW OR PER THE LANDSCAPE PLAN. CONTRACTOR IS RESPONSIBLE FOR WATERING (INCLUDING TEMPORARY IRRIGATION IN AREAS NOT RECEIVING PERMANENT IRRIGATION), MAINTENANCE, AND ESTABLISHMENT OF VEGETATION FOR A PERIOD OF 90 DAYS.

CONTRACTOR TO GUARANTEE ALL PLANTED MATERIAL GROWTH AND COVERAGE FOR A PERIOD OF 6 MONTHS.

GROWTH AND COVERAGE SHALL BE DEFINED AS 95% OF THE PLANTED AREA WITH UNIFORM COVERAGE OF GRASS GREATER THAN 1" IN HEIGHT WITH NO BARE SPOTS GREATER THAN 2 SQUARE FEET. SECOND APPLICATION OF SEED OR HYDROMULCH OR SOD IS REQUIRED FOR BARE SPOTS NOT MEETING COVERAGE REQUIREMENT WITHIN 30 DAYS

OF INITIAL APPLICATION.

11. ALL DISTURBED AREAS NOT TO BE PAVED OR LANDSCAPED ARE TO BE PREPARED AND HYDROMULCH OR SEEDED OR SOD ISNTALLED FOR PERMANENT ESTABLISHMENT OF VEGETATION. PRIOR TO OPERATIONS, CONTRACTOR IS TO REPLACE AND CONSOLIDATE TOPSOIL TO A DEPTH OF 6" MINIMUM. TOPSOIL TO BE HARLEYRAKE/TILLED TO A DEPTH OF 4" PRIOR TO SEEDING OR INSTALLATION OF SOD. FINAL GRADES WITH ESTABLISHED VEGETATION SHALL PROVIDE POSITIVE DRAINAGE. REVEGETATE PER B/CS UNIFIED TECHNICAL SPECIFICATIONS - SPEC #32-92-19 SEEDING FOR EROSION CONTROL OR PROVIDE "TEXAS TOUGH" BERMUDAGRASS AT 1.25 LBS PER THOUSAND SQUARE FEET.

BERMUDAGRASS SHALL BE DRILL SEEDED TO A DEPTH OF 1/8" TO 1/4".

12. CONTRACTOR SHALL MAINTAIN EROSION CONTROL UNTIL ALL LANDSCAPE AREAS ARE ESTABLISHED. CONTRACTOR IS RESPONSIBLE FOR CLEANUP FROM LANDSCAPING MATERIALS. MULCH OR LANDSCAPE SEDIMENT TRANSPORT THAT MAY OCCUR AFTER LANDSCAPE INSTALLATION INCLUDING MAINTENANCE OF GRATES AND TRENCH DRAINS.

13. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING N.O.I./N.O.T. (IF NECESSARY) TO T.C.E.Q & PROVIDING

DOCUMENTATION OF SUBMISSION TO THE CITY OF COLLEGE STATION.

14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS, ETC. WITHIN THE AREA OF CONSTRUCTION. THEY MUST BE ADJUSTED TO PROPER GRADE BY THE

CONTRACTOR PRIOR TO AND AFTER THE PLACING OF PAVEMENT AND GRADING.

15. SIDEWALKS SHALL HAVE A SLOPE NO GREATER THAN 5% AND A CROSS SLOPE NOT GREATER THAN 2%, UNLESS

OTHERWISE NOTED.

16. HANDICAP ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL HAVE A MAXIMUM OF 2% SLOPE IN ALL

DIRECTIONS.

17. CONTRACTOR SHALL CONTACT GESSNER ENGINEERING IF DISCREPANCIES EXIST AT EXISTING GRADE TIE-INS.

18. CONTRACTOR TO VERIFY WITH ADJACENT PROPERTY OWNER WHEN GRADING ON ADJACENT PROPERTY. (

PAVEMENT NOTES:

1. SUBGRADE:

1.A. EXISTING VEGETATION, TREES, STUMPS, AND ROOTS SHALL BE GRUBBED AND REMOVED. THE TOP 6" OF TOPSOIL

AND SUBGRADE STRIPPED FROM THE AREAS TO BE COVERED BY PAVEMENT.

1.B. PAVING AREAS SHALL BE PROOF-ROLLED WITH A 20 TON COMPACTOR AND, IF REQUIRED AT THE TIME OF

CONSTRUCTION , THE CONTRACTOR SHALL STABILIZE WEAK AREAS BY OVER EXCAVATING AND BACKFILLING

WITH SPECIFIED MATERIALS.

1.C. FILL MATERIAL FOR STRUCTURAL AREAS (EXTENDING 5 FOOT BEYOND EDGE OF PAVEMENT OR BACK OF CURB) SHALL MEET THE SPECIFIED MATERIALS OR MATERIALS AS OUTLINED IN THE GEOTECH REPORT, BE PLACED IN 8" MAXIMUM LOOSE LIFTS, AND COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR (ASTM D698) WITH A MOISTURE CONTENT OF +/- 4% OF

OPTIMUM.

1.D. COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT FOR EVERY 200 LINEAR FEET OF PAVEMENT OR EVERY 4,000 SF OF FILL PLACED, WHICH EVER WOULD PRODUCE THE

GREATER TESTING FREQUENCY, WITH A MINIMUM OF ONE TEST PER LIFT.

1.E. BACKFILL FOR AREAS WITHIN THE BUILDING AND EXTENDING 5' BEYOND THE BUILDING EDGE SHOULD BE BACKFILLED WITH AS OUTLINED IN THE GEOTECHNICAL REPORT (CSC FEBRUARY 19, 2010) FOR FILL PLACED IN THE BUILDING AREA. BACKFILL BEYOND 5' FROM THE EDGE OF BUILDING SHOULD FOLLOW GEOTECHNICAL REPORT OR FILL PLACED IN PAVING AREAS. BACKFILL SOIL SAMPLES SHOULD BE OBTAINED FORM EACH LIFT TO

THE PROPOSED ELEVATION.

2. CRUSHED LIMESTONE BASE:

2.A. CRUSHED LIMESTONE BASE SHALL CONFORM TO STANDARDS SPECIFIED IN TXDOT ITEM 247, TYPE A/B AND

GRADE 1/2.

2.B. CRUSHED LIMESTONE BASE SHALL BE COMPACTED TO A UNIFORM DENSITY OF AT LEAST 95% OF THE MAXIMUM

DRY DENSITY AS DETERMINED BY ASTM D1557, METHOD C, WITH A MOISTURE CONTENT OF +/- 2% OF OPTIMUM.

2.C. COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EVERY 4,000 SF OF

CRUSHED LIMESTONE BASE MATERIAL WITH A MINIMUM OF THREE (3) TESTS BEING PERFORMED.

2.D. THE BASE SHALL BE BLADED SMOOTH, TO THE SATISFACTION OF THE ENGINEER, BEFORE PRIMING.

3. CONCRETE PAVEMENT:

3.A. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI.

3.B. ALL CONCRETE SHALL BE VIBRATED WHEN PLACED.

3.C. PAVEMENT CONTRACTION JOINTS SHALL BE INSTALLED PER PLAN AND DETAIL SHEET, WITH A MAXIMUM SPACING

OF 24 TIMES THE THICKNESS OF THE PAVEMENT (12' FOR 6" PAVEMENT). CONTRACTION JOINTS SHALL BE INSTALLED AS SOON AS CONCRETE CURING ALLOWS AND SHALL BE CUT 1/4 OF THE THICKNESS OF THE PAVEMENT. AN EARLY ENTRY SAW IS PREFERRED. TOOLED OR FORMED JOINTS ARE NOT ALLOWED.

3.D. PAVEMENT EXPANSION JOINTS SHALL BE SPACED AS SHOWN ON THE PLANS AND INSTALLED PER DETAIL SHEET.

CONSTRUCTION SHALL BE STOPPED AT EXPANSION JOINTS. IF CONDITIONS REQUIRE, CONSTRUCTION TO BE

STOPPED AT OTHER LOCATIONS, A COLD JOINT SHALL BE CONSTRUCTED.

3.E. ISOLATION JOINTS SHALL BE PLACED AT ALL IN-PAVEMENT OBJECTS INCLUDING INLETS, LIGHT POLE FOOTINGS, CLEANOUTS, ETC.

3.F. ALL JOINTS SHALL BE SEALED. PROVIDE EXPANSION JOINT WATER STOP CAPS AT NEW CONCRETE. PROVIDE

EXPANSION JOINT SEALANT AT NEW TO EXISTING PAVEMENT.

3.G. REFERENCE DETAIL SHEET FOR PAVEMENT AND SIDEWALK CONSTRUCTION DETAILS.

3.H. TRANSPORTATION AND PLACEMENT OF THE CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. A TEST SET

CONSISTING OF 4 CYLINDERS SHALL BE TAKEN FOR EVERY 75 CUBIC YARDS OF CONCRETE.

4. REINFORCING STEEL:

4.A. ALL REINFORCEMENT SHALL BE ASTM A-615, GRADE 60. THE PAVEMENT REINFORCEMENT SHALL BE PER DETAILS.

4.B. LAPS AND SPLICES IN REINFORCING BARS SHALL BE A MINIMUM OF 30 BAR DIAMETERS IN LENGTH. BARS SHALL

BE SECURED AT EVERY OTHER INTERSECTION.

5. CURB AND GUTTER SECTION:

5.A. EXPANSION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40' AND AT ALL RADIUS POINTS, PT'S AND PC'S

AND SHALL BE SEALED.

5.B. CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM OF 10' AND SHALL BE SEALED. TOOLED OR FORMED

JOINTS ARE NOT ALLOWED.

6. PAINTING AND STRIPING:

6.A. CONTRACTOR SHALL PAINT STRIPING FOR THE PARKING AREA AS INDICATED ON THE PLAN. THE SOLID LINE

REPRESENTS A 4" WIDE SOLID WHITE LINE TO BE PAINTED. CONTRACTOR IS RESPONSIBLE TO PAINT HANDICAP MARKINGS AND LOADING ZONES IN CONFORMANCE WITH CURRENT ADA/TAS STANDARDS AND ALL FIRE LANE

MARKINGS IN ACCORDANCE WITH CITY OF COLLEGE STATION REQUIREMENTS.

MATERIAL AND METHODS FOR PAVEMENT MARKINGS SHALL CONFORM TO ITEM 666 OF THE TXDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES,

GENERAL UTILITY NOTES:

1. THE CONTRACTOR SHALL NOTIFY TEXAS 811 AND THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO

EXCAVATION, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL STATE AND FEDERAL REGULATIONS REGARDING

CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD ELECTRIC LINES.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL FRANCHISE & PRIVATE

UTILITIES WITH EARTHWORK & PAVEMENT CONSTRUCTION.

4. GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING & INSTALLING ANY NECESSARY UTILITY CONDUIT PRIOR

TO SUBGRADE PREPARATION & PAVING OPERATION.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINATION OF UTILITY INSTALLATION ORDER.

6. ALL PIPES AND APPURTENANCES SHALL BE KEPT FREE OF DIRT AND OTHER DEBRIS. STORE ALL MATERIALS PER

MANUFACTURERS RECOMMENDATIONS. ANY DAMAGED MATERIALS SHALL BE REMOVED FROM THE SITE AND

REPLACED.

7. TRENCH BACKFILL (BEYOND 5' FROM EDGE OF BUILDING) FOR STORM DRAIN SHALL MEET THE DETAILS, SPECIFIED MATERIALS, AND BE FREE OF DEBRIS, TRASH, VEGETATION, AND ROCKS LARGER THAN 2" IN DIAMETER AS OUTLINED IN THE GEOTECHNICAL REPORT (CSC FEBRUARY 19. 2010) FOR FILL PLACED IN PAVING AREAS. IN ALL CASES, PROPER

TRENCH PROTECTION SHOULD BE USED AS NECESSARY.

8. COMPACTION AND MOISTURE CONTROL SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT FOR EVERY

100 LINEAR FEET OF TRENCH PLACED, WITH A MINIMUM OF ONE TEST PER LIFT.

STORM NOTES:

1. ALL STORM SEWER IS PROPOSED, UNLESS OTHERWISE NOTED.

2. ALL STORM LINES TO BE POLYVINYL CHLORIDE PIPE (PVC), C443 ASTM C76, CLASS III AND CLASS IV.

3. TRENCH BACKFILL SHALL BE PER DETAILS.

4. STORM SEWER MATERIAL SHALL BE AS FOLLOWS FOR THE FOLLOWING INSTALLATIONS:

4.A. POLYVINYL CHLORIDE (PVC), ASTM D3034, SDR 26, TYPE PSM SEWER PIPE WITH BELL AND SPIGOT END FOR

RUBBER GASKETED JOINTS MEETING ASTM F477

4.B. REINFORCED CONCRETE PIPE (RCP), ASTM C76, WALL B, CLASS III AND/OR CLASS IV, RUBBER GASKETED JOINT

MEETING ASTM C443

4.C. HIGH DENSITY POLYETHYLENE CORRUGATED PIPE (HDPE), AASHTO M252 (4"-10"), AASHTO M294 (12"-60"), AND ASTN F2306 (12"-60"), TYPE S, WITH A WATER TIGHT REINFORCED INTEGRAL BELL AND SPIGOT FOR RUBBER

GASKETED JOINTS MEETING ASTM D3212 (ADS N-12, WT WATER TIGHT)

4.D. REINFORCED CONCRETE BOX CULVERT (RCBC) PRECAST, ASTM C1577

4.E. REINFORCED CONCRETE BOX CULVERT (RCBC) CAST-IN-PLACE, MEETING TXDOT DETAIL, 4,000 PSI CONCRETE

5. CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS, JUNCTIONS, ETC.)

5.A. MIN 4000 PSI-28 DAY STRENGTH FOR ITEMS UP TO 10' DIMENSION

5.B. MIN 5000 PSI-28 DAY STRENGTH FOR ITEMS WITH GREATER THAN 10' DIMENSION

6. CONTRACTOR IS TO USE SILT FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL FILLED PERMEABLE BAGS AROUND INLET BOXES (AS NECESSARY) TO PREVENT SEDIMENT FROM ENTERING STORM SEWER SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLEAN ALL STORM SEWER FACILITIES OF SEDIMENT. CONTRACTOR TO USE EROSION CONTROL LOGS AROUND CULVERT INLETS AND OUTLETS TO PREVENT SEDIMENT FROM ENTERING THE CULVERTS. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLEAN ALL CULVERTS AND STORM FACILITIES OF SEDIMENT.

7. CONTRACTOR SHALL PROVIDE A MINIMUM OF 12 INCH CLEARANCE AT STORM SEWER AND WATER LINE CROSSINGS

AND A MINIMUM OF 6 INCH CLEARANCE AT STORM AND SANITARY SEWER CROSSINGS.

8. ALL PERMANENT ROCK RIP-RAP TO BE LIMESTONE USING GENERALLY d50 - 4", dMax - 6" WITH SMALLER ROCK FILLING VOIDS. ROCK TO BE INSTALLED TO 1.5 TIMES AVERAGE ROCK DIAMETER MIN. THICKNESS. INSTALL SOIL RETENTION FILTER FABRIC BENEATH ROCK PER TXDOT MATERIAL SPEC. DMS-6200, TYPE 2 (SUCH AS 205NW NON-WOVEN FILTER FABRIC AS MFD. BY US FABRICS). RIP-RAP TO BE HAND PLACED PROVIDING A NEAT, UNIFORM, TIGHT SURFACE IN ACCORDANCE WITH TXDOT SPECIFICATIONS ITEM #432, STONE RIP-RAP (TYPE R). BROKEN CONCRETE MAY NOT BE USED FOR PERMANENT INSTALLATIONS. NO SOIL SHOULD BE VISIBLE THROUGH RIP-RAP.

NOTES

C0.00

FIELD CODE : 3000

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AutoCAD SHX Text 102335

AutoCAD SHX Text

JOHNNIE L. PRICE JR.

SA

SA

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SINGLE STORY

BRICK BUILDING

FFE = 354.12'

21768 SF

EX. IRON FENCE

CAUTION! EX. GAS LINE

CAUTION! EX. UNDERGROUND ELECTRIC

EX. COVERED WALKWAY

EX. SANITARY SEWER LINE

CAUTION! EX FIBER OPTIC

CAUTION! EX. UNDERGROUND ELECTRIC

CAUTION! EX. UNDERGROUND ELECTRIC

EX. IRON FENCE

CAUTION! EX. UNDERGROUND ELECTRIC

1 1

1 EX. ROOF DRAIN

EX. PARKING LOT

EX. SIDEWALK

EX. DITCH

EX. AC UNITS WITH SCREEN WALL

EX. TREE, TYP.

EX. MONUMENT SING

EX. RETAINING WALL

EX. RETAINING WALL

EX. FIRE HYDRANT

EX. FIRE HYDRANT

SANITARY SEWER MANHOLE

RIM ELEV=350.40

8" PVC FL ELEV(N)=341.12

8" PVC FL ELEV(NE)=340.59

8" PVC FL ELEV(S)=340.64

8" PVC FL ELEV(SW)=340.58

8" PVC FL ELEV(NW)=343.55

SANITARY SEWER MANHOLE

RIM ELEV=350.82(SEALED/COULD NOT OPEN)

352352

EX. BRICK SCREENING WALL

EX. BRICK SCREENING WALL

EX. BRICK SCREENING WALL

EX. COVERED ENTRY

EX. COVERED PATIO

EX. AC UNITS WITH SCREEN WALL

EX. METAL STORAGE TANKS

EX. METAL STORAGE TANKS

EX. COVERED PATIO

EX. PARKING LOT

EX. EXISTING BUILDING

EX. EXISTING BUILDING

CAUTION! EX. UNDERGROUND ELECTRIC

EX. SANITARY SEWER LINE

CAUTION! EX. UNDERGROUND ELECTRIC

EX. SANITARY SEWER LINE

EX. ELECTRICAL BOX

PROPOSED 4" CONCRETE SIDEWALK

SA

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UE

FH

SA

LP

FO

ST

LP

FH

OE

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CWR

CWS

HWR

HWS

PAE

PUE

EXISTING PAVEMENT EDGE

PROPERTY LINE

EXISTING EASEMENT

PROPOSED EASEMENT

EXISTING CONTOURS

PROPOSED CONTOURS

EX. | PROP. STORM LINE

EX. | PROP. WATER LINE

EX. | PROP. SANITARY SEWER LINE

EXISTING THERMALS

EX. | PROP. GAS LINE

EX. | PROP. DATA/TELECOM

EX. | PROP. UNDERGROUND ELECTRIC

EX. | PROP. FIBER OPTIC

EX. | PROP. OVERHEAD ELECTRIC

EX. | PROP. FIRE HYDRANT

EX. | PROP. WATER METER

EX. | PROP. GATE VALVE

EX. IRRIGATION CONTROL VALVE

PROP. FIRE DEPARTMENT CONNECTION

PROP. POST INDICATOR VALVE

PROP. HOSE LAY

EX. | PROP. SANITARY SEWER MANHOLE

EX. | PROP. SANITARY SEWER CLEANOUT

EX. STORM SEWER MANHOLE

PROP. STORM SEWER CURB INLET

EX. | PROP. LIGHT POLE

PROPOSED PUBLIC ACCESS EASEMENT

PROPOSED UTILITY EASEMENT

T

OE

HOSE LAY

FDC

PIV

ww

SA

co

ST

ST

LEGEND

PROPOSED 6" CONCRETE PAVEMENT

EXISTING CONCRETE PAVEMENT

REVISIONS:

COPYRIGHT 2019c

Texas of Transportation Department

R

CHECKED BY: JP

ISSUED:

DRAWN BY: CF

CAUTION: CONTACT THE TEXAS EXCAVATION

SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377

TO LOCATE EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTACT GESSNER

ENGINEERING IF CONFLICTS OCCUR.

BMPROJECT BENCHMARK:

"X" SET IN CONCRETE ON THE NORTH SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 19 FEET NORTHEAST OF

A FLAGPOLE.

NORTHING = 10248626.48'

EASTING = 3533765.24'

ELEVATION = 349.90'

"X" SET IN CONCRETE ON THE WEST SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 68 FEET FROM A LIGHT

POLE.

NORTHING = 10248421.98'

EASTING = 3533524.11'

ELEVATION = 353.13'

N

SCALE: 1"= 30'

30 60 90

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ST EX. | PROP. STORM FRENCH DRAIN

LANDSCAPING DRAIN

PROPOSED STRUCTURAL PAVEMENT

REF. STRUCTURAL

LOCATION MAP

NOT TO SCALE

N

PROJECT

LOCATION

TEXAS 6 FRONTAGE RD

N TEXAS AVE

EXISTING CONDITIONS PLAN

C1.00

FIELD CODE : 3100

OCT. 16, 2023

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SINGLE STORY

BRICK BUILDING

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SINGLE STORY

BRICK BUILDING

FFE = 354.12'

21768 SF

15ST

15ST

15ST

15ST

12ST12ST

12ST12ST 6ST

6ST

12ST 12ST12ST

12ST

12ST

12ST

12ST

12ST

6ST

6ST

6ST

12ST

12ST

6ST

12ST 12ST

12ST

12ST

6ST 12ST

12ST

12ST12ST

4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST

4S T

4ST4ST4ST4ST4ST

4ST

4ST4ST4ST4ST4ST4ST4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

6ST 4ST4ST4ST4ST4ST4ST4ST4ST4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST4ST4ST4ST4ST4ST4ST4ST4ST

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4ST

4ST

4ST

4ST

4ST

4S T

4S T

4ST4ST

12ST

6ST

6ST

6ST

6ST

6ST

EX. IRON FENCE

CAUTION! EX. UNDERGROUND ELECTRIC

EX. COVERED WALKWAY

EX. SANITARY SEWER LINE

CAUTION! EX FIBER OPTIC

CAUTION! EX. UNDERGROUND ELECTRIC

CAUTION! EX. UNDERGROUND ELECTRIC

CAUTION! EX. UNDERGROUND ELECTRIC

EX. ROOF DRAIN

1 1

EX. PARKING LOT

PROP. CONCRETETE SIDEWALK

PROP. CONCRETE SIDEWALK

PROP. CONCRETE SIDEWALK

EX. SIDEWALK

EX. AC UNITS WITH SCREEN WALL

PROP. JUNCTION BOX 2'x2' O.D.

PROP. CONCRETE PATCHBACK

27.80 SQ. YD

12" PVC

4" NDS EZFLOW PIPE

4" NDS EZFLOW PIPE

12" PVC

4" NDS EZFLOW PIPE

12" PVC

12" PVC

4" NDS EZFLOW PIPE

4" NDS EZFLOW PIPE

12" PVC

4" NDS EZFLOW PIPE

4" NDS EZFLOW PIPE

4" NDS EZFLOW PIPE

12" PVC

12" PVC

4" NDS EZFLOW PIPE

4" NDS EZFLOW PIPE 6" PVC

12" PVC12" PVC

4" NDS EZFLOW PIPE6" PVC

12" PVC

6" PVC

6" PVC

4" NDS EZFLOW PIPE

6" PVC12" PVC

6" PVC

4" NDS EZFLOW PIPE

6" PVC

6" PVC 6" PVC 6" PVC

6" PVC

4" NDS EZFLOW PIPE

4" NDS EZFLOW PIPE

6" PVC

6" PVC

6" PVC

6" PVC 6" PVC

4" NDS EZFLOW PIPE

6" PVC

6" PVC

6" PVC

12" PVC

12" PVC

CAUTION! EX. GAS LINE

PROP. FRENCH DRAIN

PROP. JUNCTION BOX 2'x2' O.D.12" PVC

15" PVC

15" PVC

12" PVC

12" PVC

PROP. JUNCTION BOX 2'x2' O.D.

15ST

15ST

15ST

15ST

12ST12ST

12ST12ST 6ST

6ST

12ST 12ST12ST

12ST

12ST

12ST

12ST

12ST

6ST

6ST

6ST

12ST

12ST

6ST

12ST 12ST

12ST

12ST

6ST 12ST

12ST

12ST12ST

4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST4ST

4S T

4ST4ST4ST4ST4ST

4ST

4ST4ST4ST4ST4ST4ST4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

6ST 4ST4ST4ST4ST4ST4ST4ST4ST4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST

4ST4ST4ST4ST4ST4ST4ST4ST4ST

4S T

4ST

4ST

4ST

4ST

4ST

4S T

4S T

4ST4ST

12ST

6ST

6ST

6ST

6ST

6ST

ST

ST

ST

ST

ST

ST

PROP. JUNCTION BOX 3'x3' O.D.

PROP. TRENCH DRAIN

REF. C6.01 FOR DETAILS

15ST

15ST

LANDSCAPE DRAIN, TYP.

REF. DETAIL

EX. WALL

PROPOSED 4" CONCRETE SIDEWALK

SA

W

G

ST

T

UE

FH

SA

LP

FO

ST

LP

FH

OE

W

SA

CWR

CWS

HWR

HWS

PAE

PUE

EXISTING PAVEMENT EDGE

PROPERTY LINE

EXISTING EASEMENT

PROPOSED EASEMENT

EXISTING CONTOURS

PROPOSED CONTOURS

EX. | PROP. STORM LINE

EX. | PROP. WATER LINE

EX. | PROP. SANITARY SEWER LINE

EXISTING THERMALS

EX. | PROP. GAS LINE

EX. | PROP. DATA/TELECOM

EX. | PROP. UNDERGROUND ELECTRIC

EX. | PROP. FIBER OPTIC

EX. | PROP. OVERHEAD ELECTRIC

EX. | PROP. FIRE HYDRANT

EX. | PROP. WATER METER

EX. | PROP. GATE VALVE

EX. IRRIGATION CONTROL VALVE

PROP. FIRE DEPARTMENT CONNECTION

PROP. POST INDICATOR VALVE

PROP. HOSE LAY

EX. | PROP. SANITARY SEWER MANHOLE

EX. | PROP. SANITARY SEWER CLEANOUT

EX. STORM SEWER MANHOLE

PROP. STORM SEWER CURB INLET

EX. | PROP. LIGHT POLE

PROPOSED PUBLIC ACCESS EASEMENT

PROPOSED UTILITY EASEMENT

T

OE

HOSE LAY

FDC

PIV

ww

SA

co

ST

ST

LEGEND

PROPOSED 6" CONCRETE PAVEMENT

EXISTING CONCRETE PAVEMENT

REVISIONS:

COPYRIGHT 2019c

Texas of Transportation Department

R

CHECKED BY: JP

ISSUED:

DRAWN BY: CF

CAUTION: CONTACT THE TEXAS EXCAVATION

SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377

TO LOCATE EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTACT GESSNER

ENGINEERING IF CONFLICTS OCCUR.

BMPROJECT BENCHMARK:

"X" SET IN CONCRETE ON THE NORTH SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 19 FEET NORTHEAST OF

A FLAGPOLE.

NORTHING = 10248626.48'

EASTING = 3533765.24'

ELEVATION = 349.90'

"X" SET IN CONCRETE ON THE WEST SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 68 FEET FROM A LIGHT

POLE.

NORTHING = 10248421.98'

EASTING = 3533524.11'

ELEVATION = 353.13'

N

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YA

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#1 7, B R

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T N

O . 1

ST

ST EX. | PROP. STORM FRENCH DRAIN

LANDSCAPING DRAIN

PROPOSED STRUCTURAL PAVEMENT

REF. STRUCTURAL

LOCATION MAP

NOT TO SCALE

N

PROJECT

LOCATION

TEXAS 6 FRONTAGE RD

N TEXAS AVE

SITE PLAN

C1.01

FIELD CODE : 3101

NOTE:

1. ALL CIVIL SITE IMPROVEMENTS SHOULD

BE COMPLETED PRIOR TO COMPLETION

OF PHASE 1.

SCALE: 1"= 20'

20 40 60

SA

SA

SA

U E

U E

G

G G G G G co coco co coco coco

G G G G G G G G G G G G G

G

G

G

G G

G G

G G

G

G G

G co

SA

SA

SA

SA SA SA

G G

OE OE OE OE OE OE OE OE OE

UE

UE UE

UE

UE

U E

U E

UEUEUE

U E

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

UE UE UEUEUE

UE

UE UE UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

UE

U E

U E

U E

U E

U E

U E

FO

FO

FO

FO

FO

FO

FO

FO

FO

SA SA SA

SA

SA

SA

SA

SA

SA

SINGLE STORY

BRICK BUILDING

FFE = 354.12'

21768 SF

X

X

EX. GAS LINE TO REMAIN IN PLACE

EX. SANITARY SEWER LINE

TO REMAIN IN PLACE

EX. BRICK SCREENING WALL TO BE REMOVED

EX. BRICK SCREENING WALL TO BE REMOVED

EX. BRICK SCREENING WALL TO BE REMOVED

EX. CONCRETE PAVEMENT TO

BE REMOVED AND REPLACED

EX. CONCRETE SIDEWALK TO

BE REMOVED AND REPLACED

EX. AC UNITS TO REMAIN IN PLACE.

DISCONNECT AND RECONNECT IF

NECESSARY FOR CONSTRUCTION

EX. CONCRETE SIDEWALK TO

BE REMOVED AND REPLACED

EX. CONCRETE SIDEWALK TO

BE REMOVED AND REPLACED

EX. CONCRETE SIDEWALK TO

BE REMOVED AND REPLACED

EX. CONCRETE SIDEWALK TO

BE REMOVED AND REPLACED

EX. CONCRETE STOOP TO

REMAIN (AT ALL OVERHANGS)

EX. IRRIGATION TO BE REMOVED AND

REPLACED TO A ROUTING THAT DOES

NOT CONFLICT WITH PROPOSED

STORM LINES

EX. TREES TO BE REMOVED, TYP.

EX. CONCRETE MOW

STRIP TO BE REMOVED

EX. STONE WALL TO BE

REMOVED AND REPLACED

EX. FENCE TO BE REMOVED,

PROTECTED AND REINSTALLED

EX. FENCE TO BE REMOVED,

PROTECTED AND REINSTALLED

EX. FIBER OPTIC LINE TO REMAIN IN PLACE

EX. ELECTRIC LINE TO REMAIN IN PLACE

EX. TREE TO BE REMOVED, TYP.

EX. TREES TO BE REMOVED, TYP.

EX. SANITARY SEWER

TO REMAIN IN PLACE

PROVIDE NEAT SAW CUT

PROVIDE NEAT SAW CUT

PROVIDE NEAT SAW CUT

PROVIDE NEAT SAW CUT

PROVIDE NEAT SAW CUT

EX. GRATE INLET TO REMAIN

EX. ELECTRICAL BOX TO BE REMOVED

PROVIDE NEAT SAW CUT

EX. STRUCTURAL CONCRETE

TO BE REMOVED AND REPLACED

REF. STRUCTURAL FOR DETAILS

EX. STRUCTURAL CONCRETE TO BE REMOVED, PROVIDE NEAT SAW CUT

REF STRUCTURAL FOR EXACT LOCATION AND DETAILS

PROTECT VEGETATION

X

X

PROTECT VEGETATION

EX. WALL TO REMAIN

LIMITS OF WALL DEMOLITION

AND REPLACEMENT

LEGEND

PROP. TREE PROTECTION FENCE

(REMOVE IF LANDSCAPE ARCHITECT IS

HANDLING THIS)

EX. TREE TO BE REMOVED

EX. TREE TO REMAIN

DEMOLITION AREA

X

X

17"

OAK

17"

OAK

EXISTING BUILDING

REVISIONS:

COPYRIGHT 2019c

Texas of Transportation Department

R

CHECKED BY: JP

ISSUED: OCT. 16, 2023

DRAWN BY: CF

CAUTION: CONTACT THE TEXAS EXCAVATION

SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377

TO LOCATE EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTACT GESSNER

ENGINEERING IF CONFLICTS OCCUR.

BMPROJECT BENCHMARK:

"X" SET IN CONCRETE ON THE NORTH SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 19 FEET NORTHEAST OF

A FLAGPOLE.

NORTHING = 10248626.48'

EASTING = 3533765.24'

ELEVATION = 349.90'

"X" SET IN CONCRETE ON THE WEST SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 68 FEET FROM A LIGHT

POLE.

NORTHING = 10248421.98'

EASTING = 3533524.11'

ELEVATION = 353.13'

N

SCALE: 1"= 30'

30 60 90

FO

U

N D

AT

IO

N S

TA

BI

LI

ZA

TI

O

N

N

E

AR

L R

U D

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N , T

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BR

YA

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#1 7, B R

AZ

O

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T N

O . 1

1. ALL REMOVAL OF SOILS AND SIDEWALK

NEAR BUILDING SHOULD BE DONE PRIOR

TO COMPLETION OF ANY WORK ON THE

FOUNDATION OR FRENCH DRAIN.

2. SIDEWALK TO BE REMOVED AND

REPLACED CAN BE DONE WITH SITE

UTILITY PIPING

DEMOLITION PLAN

C1.02

FIELD CODE : 3102

AutoCAD SHX Text

SA

AutoCAD SHX Text

SA

AutoCAD SHX Text

FH

AutoCAD SHX Text

FH

AutoCAD SHX Text

BM 2

AutoCAD SHX Text

BM 1

AutoCAD SHX Text

TS1462

AutoCAD SHX Text 353.663

AutoCAD SHX Text

GL

AutoCAD SHX Text W

AutoCAD SHX Text

TS1317

AutoCAD SHX Text 354.808

AutoCAD SHX Text

MHW

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text 102335

AutoCAD SHX Text

JOHNNIE L. PRICE JR.

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LO

C

LO

C LOC LOC LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LOC LOC LOC

15ST

15ST

15ST

15ST

12ST12ST

12ST12ST 12ST 12ST12ST

12ST

12ST

12ST

12ST

12ST

6ST

12ST

12ST

12ST 12ST

12ST

12ST

12ST

12ST

12ST12ST

4ST4ST4ST4ST4ST4ST4ST

4ST4ST

4ST4ST4ST

4ST

4ST

4ST

4ST

4ST

4ST4ST4ST4ST

4ST

4ST

4ST

4ST

4ST4ST4ST4ST

4ST

4ST

4S T

4ST

12ST

6ST

6ST

ST

ST

ST

15ST

15ST

U E

U E

U E

SINGLE STORY

G G

G

G

G G

G G

G

UE

UE

UE UE

UE UE

UE

UE

U E

U E

U E

UEUEUEUE

UE

U E

U E

U E

UE

UE UE

U E

UE

UEUEUE

UE

UE UE UE UE

UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

U E

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

SINGLE STORY

BRICK BUILDING

FFE = 354.12'

21768 SF

EJEJEJEJEJEJEJEJEJEJEJ

EJ

EJ

EJEJ

EJ

EJ

EJEJEJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ EJ

EJ

EJ

EJ

EJ

EJ

10.0'10.0'

.0

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

7.0'

8.

7'

EJ

5.6'

PROP. STRUCTURAL PAVEMENT,

REF. STRUCTURAL

PROP. STRUCTURAL PAVEMENT,

REF. STRUCTURAL

5.

0'

EJ EJ EJ EJ

8.0'

EJ

EJ EJ

C2.00

PAVING AND JOINT PLAN

SCALE: 1"= 20'

20 40 60

FIELD CODE : 3200

LEGEND

EJ EJ EJ

FIRE LANE

EXISTING PAVEMENT EDGE

CONTROL JOINT

EXPANSION JOINT

FIRE LANE WITH RED STRIPES CONTAINING

THE WORDING "FIRE LANE - NO PARKING

-TOW AWAY", PAINTED IN 4" WHITE LETTERS

PROPOSED 4" CONCRETE SIDEWALK

EXISTING ASPHALT PAVEMENT

PROPOSED 4" CONCRETE MOW STRIP

PROPOSED BUILDING

PROPOSED STRUCTURAL CONCRETE

REF. STRUCTURAL FOR DETAILS REVISIONS:

COPYRIGHT 2019c

Texas of Transportation Department

R

CHECKED BY: JP

ISSUED:

DRAWN BY: CF

CAUTION: CONTACT THE TEXAS EXCAVATION

SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377

TO LOCATE EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTACT GESSNER

ENGINEERING IF CONFLICTS OCCUR.

BMPROJECT BENCHMARK:

"X" SET IN CONCRETE ON THE NORTH SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 19 FEET NORTHEAST OF

A FLAGPOLE.

NORTHING = 10248626.48'

EASTING = 3533765.24'

ELEVATION = 349.90'

"X" SET IN CONCRETE ON THE WEST SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 68 FEET FROM A LIGHT

POLE.

NORTHING = 10248421.98'

EASTING = 3533524.11'

ELEVATION = 353.13'

N

FO

U

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TA

BI

LI

ZA

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AR

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#1 7, B R

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S

PR

O

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C

T N

O . 1

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOCLOC

LOC

LOCLOC

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOC

LOC

LO

C

LO

C

LOCLO

C

LOC

LOC

LOC LOC

LOC

LOC

LOC LOC LOC LOC

LO

C

LO

C

LO

C

LOC LOC

SA

SA

SA

SA

SA

U E

U E

G

G G G G G co coco co coco coco

G G G G G G G G G G G G G

G

G

G

G G

G G

G G

G

G G

G co

SA

SA

SA

SA SA SA

G G

OE OE OE OE OE OE OE OE OE

UE

UE UE

UE

UE

U E

U E

UEUEUE

U E

UE

UE

UE

U E

U E

U E

U E

U E

U E

U E

UE UE UEUEUE

UE

UE UE UE

UE

UE

UE

UE

UE

UE

U E

U E

U E

U E

UE

U E

U E

U E

U E

U E

U E

FO

FO

FO

FO

FO

FO

FO

FO

FO

SA SA SA

SA

SA

SA

SA

SA

SA

SINGLE STORY

BRICK BUILDING

FFE = 354.12'

21768 SF

-4.41%

-1 7.

-1.84%

-10.36%

-9 .5

5%

-6.96%

-3.07%

ME @ SW

353.92

ME @ SW

353.92

ME @ SW

353.95

ME @ SW

353.96

ME @ SW

352.87

ME @ SW

352.88

SW 353.81

SW 353.77

SW 354.08

SW 354.03

SW 352.28

ME @ TP

352.25

SW 353.91

SW 353.89

ME 353.88 SW 353.86

SW 353.00

SW 353.11

SW 354.10

SW 354.08

ME @ SW

353.52

ME @ SW

353.99

ME @ SW

353.94

ME @ SW

353.92

ME @ SW

354.06

ME @ TP

345.90

ME @ TP

345.86

ME @ TP

344.99

ME @ TP

344.92

ME @ SW

353.95

ME @ TP

353.93

ME @ TP

353.97

ME @ TP

352.95

SW 351.64

FG 353.01

FG 353.22FG 353.62

FG 353.66

ME @ SW

354.01

FG 353.13

FL 343.58

343.430

FG 353.76

FG 353.68

FF 354.06

ME @ TP

353.76

SW 353.87

ME @ SW

354.06

SW 353.74

SW 354.10

FG 354.12FF 354.10

ME @ SW

354.00

ME @ TP

353.96

ME @ TP

353.91

ME @ TP

351.63

ME @ TP

351.68

SW 351.70

343.430

TP 343.54 TP 343.54

TP 345.08 TP 345.08

-1 3.

% -7

.4 2%

-9 .7

4%

-19.56%

-13.10%

-9.52%

-7.67%

-3.45%

0.68%

-2 .5

4%

-0.53%

ME @ SW

352.89

ME @ SW

353.04

ME @ SW

354.82

ME @ SW

354.79

SW 352.98

ME @ TP

354.01

ME @ TP

351.67

CONTRACTOR TO GRADE TO DRAIN

SW 353.89

ME @ TP

353.99

SW 353.99

SW 353.95

SW 353.92

SW 353.96

ME @ TP

353.89

ME @ TP

353.80

SW 353.83

TP 343.97 TP 343.97

353.000

EXISTING CONTOURS

PROPOSED CONTOURS

PROPERTY LINE

PROPOSED SWALE WITH

DIRECTION OF FLOW ARROWS

PROPOSED GRADE BREAK

BR PROPOSED FINISHED GRADE AT BOTTOM OF RAMP

BS PROPOSED FINISHED GRADE AT BOTTOM OF STAIR

BW PROPOSED FINISHED GRADE AT BASE OF WALL

FG PROPOSED FINISHED GRADE ELEVATION

FL PROPOSED FLOWLINE ELEVATION

G PROPOSED GUTTER FLOWLINE ELEVATION

GB PROPOSED GRADE BREAK

JB PROPOSED TOP OF JUNCTION BOX ELEVATION

ME @ SW MATCH EXISTING SIDEWALK ELEVATION***

ME @ TC MATCH EXISTING TOP OF CURB ELEVATION***

ME @ TP MATCH EXISTING AT TOP OF PAVEMENT ELEVATION***

SW PROPOSED TOP OF PAVEMENT AT SIDEWALK

ELEVATION

TC PROPOSED TOP OF CURB ELEVATION

TG PROPOSED TOP OF GRATE ELEVATION

TP PROPOSED TOP OF PAVEMENT ELEVATION

TR PROPOSED TOP OF RAMP ELEVATION

TW PROPOSED TOP OF WALL ELEVATION

***CONTACT GESSNER ENGINEERING WITH ANY DISCREPANCIES

BETWEEN THE ME ELEVATION CALLED OUT ON THE PLANS AND

FIELD CONDITIONS

LEGEND

REVISIONS:

COPYRIGHT 2019c

Texas of Transportation Department

R

CHECKED BY: JP

ISSUED:

DRAWN BY: CF

CAUTION: CONTACT THE TEXAS EXCAVATION

SAFETY SYSTEM (DIG-TESS) AT 1-800-344-8377

TO LOCATE EXISTING UTILITIES PRIOR TO

CONSTRUCTION. CONTACT GESSNER

ENGINEERING IF CONFLICTS OCCUR.

BMPROJECT BENCHMARK:

"X" SET IN CONCRETE ON THE NORTH SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 19 FEET NORTHEAST OF

A FLAGPOLE.

NORTHING = 10248626.48'

EASTING = 3533765.24'

ELEVATION = 349.90'

"X" SET IN CONCRETE ON THE WEST SIDE

OF THE BUILDING. LOCATED

APPROXIMATELY 68 FEET FROM A LIGHT

POLE.

NORTHING = 10248421.98'

EASTING = 3533524.11'

ELEVATION = 353.13'

N

SCALE: 1"= 30'

30 60 90

FO

U

N D

AT

IO

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BI

LI

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AR

L R

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D Q

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AR

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S

PR

O

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C

T N

O . 1

GRADING PLAN

C3.00

FIELD CODE : 3300

U E

U E

U E

SINGLE STORY

BRICK BUILDING

G

G

G G

SA

SA

SA

SA

SA SA SA SA SA

G G

G

UE

UE

UE UE

UE UE

UE

UE

U E

U E

U E

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UE

U E

U E

U E

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U E

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UE

UE

UE

UE

UE

UE

UE

UE

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U E

U E

U E

U E

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

SA SA SA SA SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SA

SINGLE STORY

BRICK BUILDING

FFE = 354.12'

21768 SF

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOCLOCLOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LOCLOCLOC

LOC

LO

C

LO

C

LO

C

LO

C

LOCLOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LO

C

LO

C LOC LOC LOC LOC LOC LOC

LO

C

LO

C

LO

C

LO

C

LOC LOC LOC

3+05 0+001+00

2+00

3+00

4+63 0+00

1+00

2+

3+00

4+00

1+

0+00

1+00

3+89

0+00

1+00

2+00

3+00

4+81

0+00

1+00

2+00

3+00

4+00

6ST

15ST

15ST

15ST

15ST

12ST12ST

12ST12ST 12ST 12ST12ST

12ST

12ST

12ST

12ST

12ST

12ST

12ST

12ST 12ST

12ST

12ST

12ST

12ST

12ST12ST

12ST

4ST4ST4ST4ST4ST4ST4ST

4ST4ST

4ST4ST4ST

4ST

4ST

4ST

4ST

4ST

4ST4ST4ST4ST

4ST

4ST

4ST

4ST

4ST4ST4ST4ST

4ST

4ST

4S T

4ST

INSTALL PROCO STYLE 790 4" INTERNAL

RUBBER CHECK VALVE, DOWNSTREAM

CLAMP

6ST

6ST

6.79 LF 12" PVC

23.54 LF 12" PVC

10.00 LF 6" PVC

34.75 LF 12" PVC

9.95 LF 6" PVC

20.59 LF 6" PVC

17.40 LF 6" PVC

35.34 LF 12" PVC

10.00 LF 6" PVC 10.00 LF 6" PVC

66.41 LF 12" PVC

19.71 LF 12" PVC

3.64 LF 12" PVC @ 0.80%

33.50 LF 12" PVC

0.00 LF 6" PVC

28.00 LF 12" PVC

30.94 LF 6" PVC

7.94 LF 6" PVC

14.66 LF 6" PVC

60.46 LF 12" PVC

19.76 LF 6" PVC

9.38 LF 6" PVC

27.25 LF 12" PVC

9.38 LF 6" PVC

25.25 LF 12" PVC

9.38 LF 6" PVC

4.33 LF 6" PVC

21.76 LF 12" PVC

6.15 LF 6" PVC

17.65 LF 6" PVC

7.45 LF 6" PVC

21.36 LF 12" PVC @ 0.80%

7.47 LF 6" PVC

25.20 LF 12" PVC

7.48 LF 6" PVC

51.00 LF 12" PVC

10.00 LF 6" PVC

10.52 LF 6" PVC

15.88 LF 12" PVC

27.21 LF 12" PVC

9.38 LF 6" PVC

28.32 LF 6" PVC

40.24 LF 12" PVC

6.76 LF 12" PVC

15.80 LF 12" PVC

32.94 LF 6" PVC

7.98 LF 6" PVC

INSTALL:

1 - 6" 45° BEND

TOP=350.22'

INV 6" IN (NW) = 346.93

INV 6" OUT (E) = 346.79

INSTALL:

1 - 12"X12" TEE

1 - 12"X TO 6" REDUCER

1 - 45° BEND

TOP=353.95'

INV 12" IN (NW) = 348.42

INV 6" IN (N) = 349.98

INV 12" OUT (E) = 348.42

INSTALL:

2 - 6'' 45° BEND

TOP=353.37'

INV 6" IN (NE) = 349.36

INV 12" OUT (SE) = 349.36

INSTALL:

1 - 12" 45° BEND

1 - 12" 11.25° BEND

1 - 12" TO 15" REDUCER

TOP=351.76'

INV 12" IN (W) = 346.23

INV 12" OUT (NE) = 346.23

CONNECT TO EX DOWNSPOUT

TOP=353.90'

INV 6" OUT (SE) = 353.16

INSTALL:

1 - 6"X6" TEE

1 - 12"X TO 6" REDUCER

TOP=353.40'

INV 6" IN (W) = 346.65

INV 6" IN (N) = 346.79

INV 12" OUT (E) = 346.62

INSTALL:

1 - 12"X12" TEE

1 - 12" TO 6" REDUCER

1 - 6" CLEANOUT

TOP=352.78'

INV 6" IN (N) = 346.59

INV 12" IN (W) = 346.59

INV 12" OUT (E) = 346.59

CONNECT TO EX DOWNSPOUT

TOP=353.68'

INV 6" OUT (S) = 353.16

INSTALL:

1 - 12"X12" TEE

1 - 12"X TO 6" REDUCER

TOP=352.33'

INV 12" IN (W) = 346.39

INV 6" IN (N) = 346.39

INV 12" OUT (E) = 346.39

CONNECT TO EX DOWNSPOUT

TOP=354.34'

INV 6" OUT (S) = 353.82

INSTALL:

1 - 12" 45° BEND

1 - 12" 11.25° BEND

TOP=353.09'

INV 12" IN (W) = 347.36

INV 12" OUT (NE) = 347.37

CONNECT TO EX DOWNSPOUT

TOP=353.89'

INV 6" OUT (S) = 353.21

CONNECT TO EX DOWNSPOUT

TOP=353.94'

INV 6" OUT (S) = 353.09

INSTALL:

1 - 12"X12" TEE

1 - 12" TO 6" REDUCER

1 - 6" CLEANOUT

TOP=353.95'

INV 12" IN (W) = 348.20

INV 6" IN (N) = 350.05

INV 12" OUT (E) = 348.20

CONNECT TO EX DOWNSPOUT

TOP=353.87'

INV 6" OUT (S) = 353.09

INSTALL:

1 - 12"X12" TEE

1 - 12"X TO 6" REDUCER

TOP=353.85'

INV 12" IN (W) = 348.00

INV 6" IN (N) = 350.11

INV 12" OUT (E) = 348.00

CONNECT TO EX DOWNSPOUT

TOP=353.76'

INV 6" OUT (S) = 353.09

CONNECT TO 6" DOWNSPOUT

TOP=353.93'

INV 6" OUT (E) = 353.09

INSTALL:

1 - 12"X12" WYE

1 - 12" 11.25° REDUCER

TOP=352.91'

INV 12" IN (SW) = 346.62

INV 12" IN (W) = 346.45

INV 12" OUT (E) = 346.62

CONNECT TO EX DOWNSPOUT

TOP=354.09'

INV 6" OUT (SE) = 353.22

INSTALL:

1 - 12"X12" TEE

TOP=353.68'

INV 12" IN (N) = 347.63

INV 12" IN (W) = 347.63

INV 12" OUT (E) = 347.63

CONNECT TO EX DOWNSPOUT

TOP=354.09'

INV 6" OUT (SW) = 353.12

CONNECT TO EX DOWNSPOUT

TOP=353.98'

INV 6" OUT (SW) = 353.12

INSTALL:

1 - 12"X12" TEE

1 - 12" TO 6" REDUCER

1 - 6" CLEANOUT

TOP=354.17'

INV 12" IN (NW) = 348.65

INV 6" IN (NE) = 348.65

INV 12" OUT (SE) = 348.65

CONNECT TO EX. EX DOWNSPOUT

TOP=354.02'

INV 6" OUT (SW) = 353.07

CONNECT TO EX DOWNSPOUT

TOP=353.65'

INV 6" OUT (SW) = 353.06

INSTALL:

2 - 12" 45° BEND

1 - 12" TO 6" REDUCER

TOP=351.61'

INV 6"…