ESBD_465682_1761602322548_Attachment D2.LSCOJWB-Topographic Survey.pdf

768 KB Posted

Attached to
LSCO Joe Ben Welch Student Center Façade Renovation
Solicitation number
787-10202025
Issued by
San Saba County, Texas

About this file

Written by GovTribe AI ·

This document is a topographic survey sheet created by Soutex Surveyors & Engineers for a project located at 3737 Doctors Drive in Port Arthur, Texas. The sheet provides a detailed site plan and survey of a property, showing property boundaries, building footprints, elevation contours, and surrounding infrastructure. The drawing includes a location map, extensive measurement annotations, and a legend detailing various site elements such as concrete surfaces, building configurations, and topographical features.

The survey sheet is professionally drafted with precise architectural and engineering details, including red-lined annotations indicating potential modifications or survey notes. The document appears to be part of a site development or construction planning process, with comprehensive measurements, property line delineations, and structural layout information. The survey is prepared at a professional scale, providing a comprehensive view of the site's physical characteristics, potentially for use in architectural, engineering, or municipal planning purposes.

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ESBD_465682_1761602300956_Attachment D1.LSCOJWB-Canopy Stuctures-signed.pdf PDF
ESBD_465682_1761602403663_Attachment G.LSCOJBW-Bid-ProposalBondForm(CSP).pdf PDF
ESBD_465682_1761602183969_Attachment C.LSCOJBW-Renderings.pdf PDF
ESBD_465682_1761602360864_Attachment E.TSUS UGCs 2022.pdf PDF
ESBD_465682_1761602147089_Attachment B. LSCOJBW-Project_Manual_95%_CD_IFPB.pdf PDF
ESBD_465682_1761602026501_RFCSP-787-10202025.JBWStudCtrFacadeReno(TSUS v8.18.23).pdf PDF
ESBD_465682_1761602379445_Attachment F.Sample CSP(v10.17.2025).pdf PDF

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OF

SHEET TITLE

1SHEET

PROJECT

3737 Doctors Drive Port Arthur, Texas 77642

Tel. 409 . 983 . 2004

Fax. 409 . 983 . 2005 soutexsurveyors.com

S SURVEYORS & ENGINEERS

OUTEX

SURVEYORS NOTES

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FOUND "X" IN CONCRETE N:10059483.41 E:4382740.87

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GREEN AVENUE (ASPHALT PAVEMENT)

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4TH STREET ASPHALT PAVEMENT

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SOUTH R.O.W. LINE

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GRATE INLET T/G = 4.88 18" HDPE F/L NW° = 1.60

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STM. SWR. INLET (CHARGED) T/I = 4.54 18" HDPE F/L N° = 1.6212" RCP F/L S° = 1.87

AutoCAD SHX Text SAN. SWR. M.H. (CHARGED) T/R = 4.30 24" RCP F/L N° = 1.3424" RCP F/L E° = 1.1415" RCP F/L S° = 1.688" RCP F/L W° = 1.65

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STM. SWR. INLET (CHARGED) T/I = 4.63 12" RCP F/L N° = 2.0412" RCP F/L S° = 2.17

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GRATE INLET T/I = 5.58

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GRATE INLET T/I = 5.70

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GRATE INLET T/I = 5.93 18" HDPE F/L W° = 1.3424" HDPE F/L E° = 0.30

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DRAIN INLET T/I = 5.72

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STM. SWR. INLET T/I = 4.75 18" HDPE F/L E° = 3.527" PVC F/L NW° = 2.85

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6" PVC F/L = 4.25

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6" PVC F/L = 3.95

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STM. SWR. INLET T/I = 4.97 18" RCP F/L N° = 3.5218" RCP F/L W° = 3.62

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STM. SWR. INLET T/I = 4.26 7" PVC F/L SE° = 3.06

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WATER MAIN COVER

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CONCRETE STEPS

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CONCRETE RAMP

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HANDICAP RAMP

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HANDICAP RAMP

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CONCRETE S/W

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BRICK WALL & COLUMNS

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HANDICAP RAMP

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CONCRETE PARKING

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10 PARKING SPACES

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6 PARKING SPACES

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9 PARKING SPACES

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HANDICAP RAMP

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CONCRETE S/W

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4 PARKING SPACES

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CONCRETE

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CONCRETE S/W

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CONCRETE S/W

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BRICK

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BRICK

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BRICK

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BRICK

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BRICK

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HANDICAP RAMP

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CONCRETE S/W

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HANDICAP RAMP

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BRICK

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CONCRETE

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CONCRETE S/W

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CONCRETE STEP

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COLUMNS

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ELECTRIC PULL BOX

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BENCH

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BENCH

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BENCH

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BENCH

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CONCRETE

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ELECTRIC BOX

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ELECTRIC PULL BOX

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ELECTRIC BOX

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1-STORY BUILDING ON CONCRETE SLAB F.F.E. = 7.08

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GRATE INLET T/I = 3.99

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CURB & GUTTER

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ASPHALT PARKING

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CONCRETE

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EAST R.O.W. LINE

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CONCRETE S/W

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CURB & GUTTER

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CURB & GUTTER

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CURB & GUTTER

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CURB & GUTTER

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T.B.M. "B" N:10059554.99 E:4382729.43 "X" IN CONCRETE ELEV:4.55

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GATE

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COLUMN

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COLUMN

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COLUMN

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COLUMN

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BOLLARDS

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5TH STREET

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EAST R.O.W. LINE

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FOUND "X" IN CONCRETE N:10059459.68 E:4382383.26

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T.B.M. "A" N:10059554.99 E:4382729.43 60D NAIL IN POWER POLE ELEV:8.14

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RIGHTS RESERVED

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T.B.P.E. FIRM #5755 * T.X.L.S. FIRM #10123800

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TOPOGRAPHIC SURVEY LAMAR STATE COLLEGE ORANGE STUDENT CENTER

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HILL INTERNATIONAL, INC.

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SCALE: 1" = 20'

AutoCAD SHX Text PROJ. NO: 25-0412 SCALE: 1" = 20' PRINT DATE: 8/12/25 DRAWN BY: TC CHECKED BY: SL APPROVED BY: AML

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REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5481

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ANTHONY M. LEGER

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1. BEARINGS, COORDINATES & DISTANCES ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE, U.S. SURVEY FEET BEARINGS, COORDINATES & DISTANCES ARE BASED ON THE TEXAS COORDINATE SYSTEM OF 1983, CENTRAL ZONE, U.S. SURVEY FEET AND ARE REFERENCED TO SMARTNET, NORTH AMERICA. 2. THE LOCATIONS OF UNDERGROUND AND OTHER NON-VISIBLE UTILITIES SHOWN HEREON HAVE BEEN PLOTTED BASED UPON DATA THE LOCATIONS OF UNDERGROUND AND OTHER NON-VISIBLE UTILITIES SHOWN HEREON HAVE BEEN PLOTTED BASED UPON DATA EITHER FURNISHED BY THE AGENCIES CONTROLLING SUCH DATA AND/OR OBTAINED FROM RECORDS MADE AVAILABLE TO US BY THE AGENCIES CONTROLLING SUCH RECORDS. WHERE FOUND, THE SURFACE FEATURES OF UTILITIES ARE SHOWN. THE ACTUAL NON-VISIBLE LOCATIONS MAY VARY FROM THOSE SHOWN HEREON. EACH AGENCY SHOULD BE CONTACTED RELATIVE TO THE PRECISE LOCATION OF ITS UNDERGROUND INSTALLATIONS PRIOR TO ANY RELIANCE UPON THE ACCURACY OF SUCH LOCATIONS SHOWN HEREON. 3. TEXAS 811-CALL SHOULD BE DONE PRIOR TO ANY DIGGING OR CONSTRUCTION IN CASE OF UNDERGROUND PIPELINES OR UTILITES. TEXAS 811-CALL SHOULD BE DONE PRIOR TO ANY DIGGING OR CONSTRUCTION IN CASE OF UNDERGROUND PIPELINES OR UTILITES. REFERENCE ONE CALL TICKET NO. 2569708938. 4. ELEVATIONS SHOWN HEREON ARE NAVD88 ORTHOMETRIC HEIGHTS DERIVED USING GEOID 18ELEVATIONS SHOWN HEREON ARE NAVD88 ORTHOMETRIC HEIGHTS DERIVED USING GEOID 18

AutoCAD SHX Text "PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT" (RELEASE DATE: 8/12/25 ) 8/12/25 ) )

AutoCAD SHX Text This map represents a Topographic Survey made this day 8/8/25 on the ground as shown. 8/8/25 on the ground as shown. on the ground as shown.

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= HANDICAP PARKING

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= IRRIGATION CONTROL VALVE

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= WATER METER

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= LIGHT POLE

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= SIGN

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LEGEND

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T/R = TOP OF RIM

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F/L = FLOWLINE

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RCP = REINFORCED CONCRETE PIPE

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STM. SWR. = STORM SEWER

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T/I = TOP OF INLET

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F.F.E. = FINISHED FLOOR ELEVATION

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SANITARY SEWER

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= COVERED CONCRETECONCRETE

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VICINITY MAP NOT TO SCALE

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CAROL

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ALDER

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ADAMS

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WESTERN

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HOUSTON

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CROCKETT

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GALVESTON

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DAYTON

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HOLLY

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PEACH

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CRABTREE

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BRADFORD

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STAKES

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SCOTT

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MOSS

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WATER

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BANCROFT

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LAMAR

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BOSTON

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CHESTER

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STARK

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SHAEFFER

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COLLEGE

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BORDER

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MAIN

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MAIN

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FRONT

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FRONT

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HENDERSON

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POLK

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JACKSON

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MARKET

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DIVISION

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ELM

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ELM

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PINE

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CYPRESS

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ORANGE

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CHERRY

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PARK

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JOHN

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11TH

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12TH

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9TH

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8TH

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7TH

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6TH

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5TH

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4TH

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3RD

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2ND

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1ST

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MILL

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SHOLARS

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CURTIS

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CURTIS

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CURTIS

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CURTIS

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5TH

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4TH

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3RD

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2ND

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1ST

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SIMMONS

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SABINE RIVER

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GREEN

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ORANGE HARBOR ISLAND

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18TH

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17TH

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10TH

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12TH

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13TH

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14TH

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15TH

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16TH

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11TH

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10TH

AutoCAD SHX Text Evergreen Cem

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BAYOU

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SITE

Sheets and Views
25-0412-1

File details come from the government source that posted it. Updated .