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D c B A 0 ;; ti. . w w w w • • • • • • 1 PROJECT ARCHITECT: WKMC Architects 909 South Tancahua Street Corpus Christi, Texas 78404 TEL: (361)-887-6696 FAX: (361)-687-6697 Robert R. Conolly, AIA STRUCTURAL CONSULTANTS REM Engineering 6800 Park Ten Blvd., Suite 239E San Antonio, Texas 78213 TEL: (210)·320-1199 FAX: (210)-320-2257 Robert E. Martinez, P.E. MEP ENGINEER DBR Engineering, INC. 400 Mann Street, Suite 602 Corpus Christi, Texas 78401 TEL: (361)-888-5797 FAX: (361)-888-9568 Jeffrey Tabb, P.E. CIVIL ENGINEER BASS & WELSH ENGINEERING 3054 South Alameda St. Corpus Christi, Texas 78404 TEL: (361)-882·5521 FAX: (361)-682·1265 Murry Bass, P.E. PROJECT DATA Physical Address: l 302 Valero Way Corpus Christi, Texas 78409 Project Description: New Single-Story Welcome Center Building Code: 2015 International Building Code Occupancy Classification: Group A-2 Building Areas Construction Type: Fire Resistance Rating: 1 Bldg. 17,839 SF Type 111-B Allowable 16,625 SF Primary structure - Exterior Bearing walls - Interior Bearing walls - Non-bearing walls - Floor construction - Roof construction - 0 hrs. 2 hrs. o hrs. o hrs. 0 hrs. 0 hrs. 2 2 3 elcome Center for I 1 302 Valero Way Corpus Christi, Texas 78409 Ltd. ® A BERRY Company 3 4 4 INDEX TO DRAWINGS G-100 Title Sheet G-101 ADA Information G-102 ADA Information C-101 Existing Topography C-102 Paving, Grading & Drainage C-103 Site Utility Plan C-104 Erosion Control Plan C-105 Site Layout C-106 Details C-107 Details C-108 Details C-108 Details C-109 SWQMP ffi C-110 Force Main Plan & Profile 3 C-111 Force Main Plan & Profile C-1 Public Water Improvements C-2 Public Water Improvements D-101 Demolition Site Plan A-101 Site Plan A-201 Noted First Floor Plan A-202 Dimension Floor Plan A-203 Enlarged Plans A-301 Roof Plan A-401 Exterior Elevations A-402 Exterior Elevations A-411 Interior Elevatlons A-412 Interior Elevatlons A-413 Millwork Sections A-SOl Building Sections A-S06 Wall Sections A-S07 Wall Sections A-SOS Wall Sections A-601 Schedules A-602 Door and Window Details A-603 Detalls A-701 Reflected Ceiling Plan S-101 Foundation Plan S-102 Roof Framing Plan S-201 Foundation Details S-202 Foundation Details S-301 Framing Details S-302 Framing Details S-303 Framing Details S-304 Framing Details S-401 General Notes MEP-101 MEPSite Plan M-000 Mech. Symbols & Abbreviations M-201 First Floor Mechanical Plan M-202 First Floor Mechanical Plan M-401 Mechanical Details M-501 Mechanical Schedules E-001 Electrical Symbol Legend E-401 Electrical Schedules E-501 Electrical Schedules E-601 Electrical Details E-602 Electrical Details E-603 Ughtlng Control Details E-604 Ughling Conlrol Delail• E-60S Lighting Control Details EL-201 First Floor Lighting Plan EP-201 First Floor Power Plan EP-202 Special Systems Plans P-201 Floor Plan - Plumbing P-401 Plumbing Schedules P-402 Plumbing Details P-SOl Riser Diagrams: DWV P-502 Riser Diagrams: Dom. Water 5 5 (/) 1- u w I- - 0 .. N oo zo "ll '"' ·e - 0 0

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PROJECT ARCHITECT:

WKMC Architects 909 South Tancahua Street Corpus Christi, Texas 78404 TEL: (361)-887-6696 FAX: (361)-687-6697 Robert R. Conolly, AIA

STRUCTURAL CONSULTANTS REM Engineering 6800 Park Ten Blvd., Suite 239E San Antonio, Texas 78213 TEL: (210)·320-1199 FAX: (210)-320-2257 Robert E. Martinez, P.E.

MEP ENGINEER DBR Engineering, INC. 400 Mann Street, Suite 602 Corpus Christi, Texas 78401 TEL: (361)-888-5797 FAX: (361)-888-9568 Jeffrey Tabb, P.E.

CIVIL ENGINEER BASS & WELSH ENGINEERING 3054 South Alameda St. Corpus Christi, Texas 78404 TEL: (361)-882·5521 FAX: (361)-682·1265 Murry Bass, P.E.

PROJECT DATA Physical Address: l 302 Valero Way

Corpus Christi, Texas 78409

Project Description: New Single-Story Welcome Center

Building Code: 2015 International Building Code

Occupancy Classification: Group A-2

Building Areas

Construction Type:

Fire Resistance Rating:

1

Bldg. 17,839 SF

Type 111-B

Allowable 16,625 SF

Primary structure -Exterior Bearing walls -Interior Bearing walls -Non-bearing walls -Floor construction -Roof construction -

0 hrs. 2 hrs. o hrs. o hrs. 0 hrs. 0 hrs.

2

2

3

elcome Center for

I

1 302 Valero Way Corpus Christi, Texas 78409

Ltd. ®

A BERRY Company

3

4

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INDEX TO DRAWINGS G-100 Title Sheet G-101 ADA Information G-102 ADA Information

C-101 Existing Topography C-102 Paving, Grading & Drainage C-103 Site Utility Plan C-104 Erosion Control Plan C-105 Site Layout C-106 Details C-107 Details C-108 Details C-108 Details C-109 SWQMP

ffi C-110 Force Main Plan & Profile 3 C-111 Force Main Plan & Profile

C-1 Public Water Improvements C-2 Public Water Improvements

D-101 Demolition Site Plan

A-101 Site Plan A-201 Noted First Floor Plan A-202 Dimension Floor Plan A-203 Enlarged Plans A-301 Roof Plan A-401 Exterior Elevations A-402 Exterior Elevations A-411 Interior Elevatlons A-412 Interior Elevatlons A-413 Millwork Sections A-SOl Building Sections A-S06 Wall Sections A-S07 Wall Sections A-SOS Wall Sections A-601 Schedules A-602 Door and Window Details A-603 Detalls A-701 Reflected Ceiling Plan

S-101 Foundation Plan S-102 Roof Framing Plan S-201 Foundation Details S-202 Foundation Details S-301 Framing Details S-302 Framing Details S-303 Framing Details S-304 Framing Details S-401 General Notes

MEP-101 MEPSite Plan M-000 Mech. Symbols & Abbreviations M-201 First Floor Mechanical Plan M-202 First Floor Mechanical Plan M-401 Mechanical Details M-501 Mechanical Schedules

E-001 Electrical Symbol Legend E-401 Electrical Schedules E-501 Electrical Schedules E-601 Electrical Details E-602 Electrical Details E-603 Ughtlng Control Details

E-604 Ughling Conlrol Delail• E-60S Lighting Control Details

EL-201 First Floor Lighting Plan EP-201 First Floor Power Plan EP-202 Special Systems Plans

P-201 Floor Plan - Plumbing P-401 Plumbing Schedules P-402 Plumbing Details P-SOl Riser Diagrams: DWV P-502 Riser Diagrams: Dom. Water

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N 00%%D44'41" W 200.00' (MAP)
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S 80%%D51'25" E 519.65' (MAP)
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S 00%%D39'47" E 300.00 (MAP)
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N 80%%D51'04" W 419.25' (MAP)
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N 40%%D47'09" W 153.09' (MAP)
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FND. PK NAIL
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10' UTILITY EASEMENT
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10' UTILITY EASEMENT
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30' BUILDING LINE
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PP
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VALERO WAY
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INTERSTATE HIGHWAY NO. 37
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(FIELD)
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(FIELD)
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(FIELD)
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R.O.W. DEED
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VOLUME 987, PAGE 479
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DEED RECORDS NUECES COUNTY, TEXAS
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60' R.O.W. TO NUECES COUNTY
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VOL. 417, PAGE 269
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DEED RECORDS NUECES COUNTY, TEXAS
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S 80%%d51'08" E
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S 00%%d32'23" E
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BERRY CONTRACTING, INC.
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VOL.1487, PAGE 991
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DEED RECORDS NUECES COUNTY, TEXAS
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DEED RECORDS NUECES COUNTY, TEXAS
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BERRY CONTRACTING, INC.
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(y)
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(i)
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519.95
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299.81
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418.76
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153.17
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JAVELINA PIPELINE EASEMENT CLERK'S FILE NO. 726017 VOL. 2218, PAGE 622 D.R.N.C.T.
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EXISTING TRAFFIC SIGN
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EXISTING TELEPHONE BOX
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EXISTING FIRE HYDRANT
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CORONADO TRANS.
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FND. CONCRETE MONUMENT
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EXISTING ASPHALT PAVEMENT
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VALLEY PIPELINE
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VALLEY PIPELINE
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30' BUILDING LINE
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GRASS
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EXISTING 15" RCP STORM
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DUMPSTER
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PATIO
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8" C900 WATER SEE PUBLIC IMPROVEMENT PLANS ATTACHED
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FLDCV WITH FDC
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PROPOSED AEP EASEMENT
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2" WATER METER & 2" SCH. 40 PVC SERVICE LINE
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DBL CLEANOUT (SEE P201 FOR CONNECTION POINT)
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NEW 6" C900 PVC FIRE WATER
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NEW 6" 90°BEND (3)
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NEW 6" SCH 40 PVC SEWER @1/8" PER FOOT (1.04%) MIN
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NEW LIFT STATION
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LEGEND SDMHSTORM DRAIN MANHOLE STORM DRAIN MANHOLE FDCFIRE DEPARTMENT CONNECTION FIRE DEPARTMENT CONNECTION RCPREINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE VCPVITRIFIED CLAY PIPE VITRIFIED CLAY PIPE ACPASBESTOS CEMENT PIPE ASBESTOS CEMENT PIPE PVC POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE UEUTILITY EASEMENT UTILITY EASEMENT YRYARD REQUIREMENT YARD REQUIREMENT FFFINISHED FLOOR FINISHED FLOOR CLCENTER LINE CENTER LINE IPIRON PIPE IRON PIPE IRIRON ROD (REBAR) IRON ROD (REBAR) YCAPYELLOW CAP YELLOW CAP TBMTEMPORARY BENCH MARK TEMPORARY BENCH MARK AC AIR CONDITION EQUIPMENT PAD AIR CONDITION EQUIPMENT PAD M.R.N.C.T.MAP RECORDS NUECES COUNTY TEXAS MAP RECORDS NUECES COUNTY TEXAS D.R.N.C.T.DEED RECORDS NUECES COUNTY TEXASDEED RECORDS NUECES COUNTY TEXAS
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CONTROL VERTICAL DATUM NGVD 1988 LAMBERT GRID TEXAS SOUTH ZONE NAD 1983
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CALCULATION NOTES CALCULATE QUANTITY OF WATER IN DEAD END 8" FIRE LINE LENGTH 260' CALCULATE VOLUME OF PIPE V=πr²h r²h h =π(.33)² (.33)² 33)² )² =89.95 FT³ 89.95 FT³ FT³ FT³ CONVERT TO GALLONS 89.95 FT³ X 7.48 GAL/CU FT=673 GALLONS X 7.48 GAL/CU FT=673 GALLONS ESTIMATE USAGE MAX CAPACITY OF BUILDING 328 MAIN STAFF 30-40 ASSUME AVERAGE DAY POPULATION 80 AVERAGE DAILY WATER USAGE = 80 X 20 = 1600 GALLONS PER DAY MINIMUM DAILY USAGE 35 X 20 = 700 GALLONS PER DAY
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CALL BEFORE YOU DIG!
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DRILL, OR BLAST - STOP AND CALL
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48 HOURS NOTICE BEFORE YOU DIG,
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PARTICIPANTS REQUEST
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AT 1-800-669-8344
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NOTIFICATION COMPANY
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THE LONE STAR
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NOTES 1.CHECK LANDSCAPE & ELECTRICAL PLANS FOR CHECK LANDSCAPE & ELECTRICAL PLANS FOR LOCATION OF SLEEVES & CONDUITS.
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1 ADDENDUM #3 7-26-17

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twelve months from the date of initial operation, whichever occurs first.Defects or failures occurring during the warranty period will be repaired or replaced by the manufacturer at no cost to the owner.

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SHEET
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P.O. BOX 9549
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438 MCBRIDE LANE
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361-289-8891
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Corpus Christi, Texas 78469
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L.C.G.
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07/10/17
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1/2"=1'-0"
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26677
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MURRAY BASS, JR.
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16JUN2017
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1 ADDENDUM #3 7-26-17
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Process Engineered Equipment Co.Standard Specifications Standard Specifications Grinder Lift Station VISITOR CENTER - WASTEWATER SYSTEM PACKAGED LIFT STATION _ GRINDER PUMPS PRELIMINARY SPECIFICATIONS -PEECO MODEL 31122 1.0SCOPE SCOPE The lift station shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, lift station shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, lift station shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, station shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, station shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, shall be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, be a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, a factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, factory built packaged type complete with the wet well structure, pumps, piping, valves, accessories, built packaged type complete with the wet well structure, pumps, piping, valves, accessories, built packaged type complete with the wet well structure, pumps, piping, valves, accessories, packaged type complete with the wet well structure, pumps, piping, valves, accessories, packaged type complete with the wet well structure, pumps, piping, valves, accessories, type complete with the wet well structure, pumps, piping, valves, accessories, type complete with the wet well structure, pumps, piping, valves, accessories, complete with the wet well structure, pumps, piping, valves, accessories, complete with the wet well structure, pumps, piping, valves, accessories, with the wet well structure, pumps, piping, valves, accessories, with the wet well structure, pumps, piping, valves, accessories, the wet well structure, pumps, piping, valves, accessories, the wet well structure, pumps, piping, valves, accessories, wet well structure, pumps, piping, valves, accessories, wet well structure, pumps, piping, valves, accessories, well structure, pumps, piping, valves, accessories, well structure, pumps, piping, valves, accessories, structure, pumps, piping, valves, accessories, structure, pumps, piping, valves, accessories, pumps, piping, valves, accessories, pumps, piping, valves, accessories, piping, valves, accessories, piping, valves, accessories, valves, accessories, valves, accessories, accessories, accessories, and electrical controls supplied from one manufacturer with unit responsibility. The structure and all internal components shall be electrical controls supplied from one manufacturer with unit responsibility. The structure and all internal components shall be electrical controls supplied from one manufacturer with unit responsibility. The structure and all internal components shall be controls supplied from one manufacturer with unit responsibility. The structure and all internal components shall be controls supplied from one manufacturer with unit responsibility. The structure and all internal components shall be supplied from one manufacturer with unit responsibility. The structure and all internal components shall be supplied from one manufacturer with unit responsibility. The structure and all internal components shall be from one manufacturer with unit responsibility. The structure and all internal components shall be from one manufacturer with unit responsibility. The structure and all internal components shall be one manufacturer with unit responsibility. The structure and all internal components shall be one manufacturer with unit responsibility. The structure and all internal components shall be manufacturer with unit responsibility. The structure and all internal components shall be manufacturer with unit responsibility. The structure and all internal components shall be with unit responsibility. The structure and all internal components shall be with unit responsibility. The structure and all internal components shall be unit responsibility. The structure and all internal components shall be unit responsibility. The structure and all internal components shall be responsibility. The structure and all internal components shall be responsibility. The structure and all internal components shall be The structure and all internal components shall be The structure and all internal components shall be The structure and all internal components shall be structure and all internal components shall be structure and all internal components shall be and all internal components shall be and all internal components shall be all internal components shall be all internal components shall be internal components shall be internal components shall be components shall be components shall be shall be shall be be be field assembled and tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as assembled and tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as assembled and tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as and tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as and tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as tested by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as by the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as the manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as manufacturer's factory crews. Unless otherwise approved in writing the lift station shall be as factory crews. Unless otherwise approved in writing the lift station shall be as factory crews. Unless otherwise approved in writing the lift station shall be as crews. Unless otherwise approved in writing the lift station shall be as crews. Unless otherwise approved in writing the lift station shall be as Unless otherwise approved in writing the lift station shall be as Unless otherwise approved in writing the lift station shall be as Unless otherwise approved in writing the lift station shall be as otherwise approved in writing the lift station shall be as otherwise approved in writing the lift station shall be as approved in writing the lift station shall be as approved in writing the lift station shall be as in writing the lift station shall be as in writing the lift station shall be as writing the lift station shall be as writing the lift station shall be as the lift station shall be as the lift station shall be as lift station shall be as lift station shall be as station shall be as station shall be as shall be as shall be as be as be as as as manufactured by Process Engineered Equipment Company (PEECO), Corpus Christi, Texas. 2.0 WET WELL WET WELL The wet well structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the wet well structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the wet well structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the well structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the well structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the structure shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the shall be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the be fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the fiber reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the reinforced plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the plastic (FRP), ½ inch thick, with diameter and depth dimensions as shown on the (FRP), ½ inch thick, with diameter and depth dimensions as shown on the (FRP), ½ inch thick, with diameter and depth dimensions as shown on the ½ inch thick, with diameter and depth dimensions as shown on the ½ inch thick, with diameter and depth dimensions as shown on the inch thick, with diameter and depth dimensions as shown on the inch thick, with diameter and depth dimensions as shown on the thick, with diameter and depth dimensions as shown on the thick, with diameter and depth dimensions as shown on the with diameter and depth dimensions as shown on the with diameter and depth dimensions as shown on the diameter and depth dimensions as shown on the diameter and depth dimensions as shown on the and depth dimensions as shown on the and depth dimensions as shown on the depth dimensions as shown on the depth dimensions as shown on the dimensions as shown on the dimensions as shown on the as shown on the as shown on the shown on the shown on the on the on the the the Plans. The wet well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured The wet well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured The wet well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured wet well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured wet well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured well bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured bottom shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured shall be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured be provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured provided with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured with a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured a 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured 3 inch FRP lip suitable for bolting to the concrete base slab. Field poured inch FRP lip suitable for bolting to the concrete base slab. Field poured inch FRP lip suitable for bolting to the concrete base slab. Field poured FRP lip suitable for bolting to the concrete base slab. Field poured FRP lip suitable for bolting to the concrete base slab. Field poured lip suitable for bolting to the concrete base slab. Field poured lip suitable for bolting to the concrete base slab. Field poured suitable for bolting to the concrete base slab. Field poured suitable for bolting to the concrete base slab. Field poured for bolting to the concrete base slab. Field poured for bolting to the concrete base slab. Field poured bolting to the concrete base slab. Field poured bolting to the concrete base slab. Field poured to the concrete base slab. Field poured to the concrete base slab. Field poured the concrete base slab. Field poured the concrete base slab. Field poured concrete base slab. Field poured concrete base slab. Field poured base slab. Field poured base slab. Field poured slab. Field

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