13-Design Plan HENDRICKSON HS TURF POND DESIGN - CIVIL PRICING SET.pdf
PDF 44 MB Posted
- Solicitation number
- CSP 26-024JO
- Issued by
- Travis County, Texas
About this file
This is a design plan document prepared by Civilitude LLC for the Pflugerville Independent School District detailing the turf field and pond design project at Hendrickson High School located at 19201 Colorado Sand Drive, Pflugerville, Texas. The project proposes to replace existing baseball and softball fields with artificial turf fields, install a drainage system for the proposed fields, and modify the existing detention pond. The site encompasses 9.04 acres within the Walberger Creek Watershed and is zoned as Agriculture/Development Reserve. The design plan was submitted on April 6, 2026, and includes 12 sheets covering existing conditions, demolition plans, site plans, erosion and sedimentation controls, drainage maps and calculations, detention pond details, construction details, and turf specifications. The project requires compliance with the Americans with Disabilities Act and has been submitted to the Texas Department of Licensing and Regulation (reference #2062612060) for review of compliance with the Architectural Barriers Act.
The design was prepared by Civil Engineer Jordan Miller, PE, of Civilitude LLC and has been recommended for approval by the City of Pflugerville Planning and Development Services. The site is not located within a flood hazard area according to the FEMA Flood Insurance Rate Map Panel #48453C0280J for Travis County (effective August 18, 2014). All contractors are required to field-verify utilities prior to construction commencement and to dispose of sediment control measures once permanent erosion control measures are established. The responsibility for adequacy of the plans remains with the engineer who prepared them, and the City of Pflugerville relies on the adequacy of the design engineer's work during plan review.
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Text version
LOCATION MAP
SITE
HENDRICKSON HIGH SCHOOL
19201 COLORADO SAND DR, PFLUGERVILLE, TX 78660
SUBMITTAL DATE: 04/06/2026
TURF FIELD & POND DESIGN
FIRM REG# F-12469 503 KENNISTON DR., AUSTIN, TX 78752
PHONE: (512) 761-6161 FAX: (512) 761-6167 INFO@CIVILITUDE.COM
PFLUGERVILLE INDEPENDENT SCHOOL DISTRICT
1401 W PECAN ST.
PFLUGERVILLE, TX 78660
(512) 594-0000
CIVIL ENGINEER
JORDAN MILLER, PE
CIVILITUDE LLC
503 KENNISTON DR.
AUSTIN, TX 78752
(512) 761-6161
DATE
SUBMITTED BY
TOTAL SITE IMPERV.
COVER (SF AND %)
NET CHANGE IN
IMPERV. COVER (SF)
TOTAL # SHEETS
IN PLAN SET
REVISE (R) REPLACEMENT (RP)
ADD (A) VOID (V) SHEET #'S
CITY OF PFLUGERVILLE
SIGNATURE
CITY OF
PFLUGERVILLE
APPROVAL DATE
DESCRIPTION
CORRECTION/
REVISION
NUMBER
DESIGN TEAM
OWNER
CITY OF PFLUGERVILLE REVISIONS/CORRECTIONS TABLE
1. WATERSHED STATUS: THIS PROJECT IS LOCATED IN THE WALBERGER CREEK WATERSHED
(SUBURBAN).
2. SITE IS ZONED AS A - AGRICULTURE/DEVELOPEMENT RESERVE.
3. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE
ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF
PflUGERVILLE MUST RELY ON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER.”
GENERAL PLAN NOTES
1. THESE PLANS ARE IN ACCORDANCE WITH THE FOLLOWING STUDIES/REPORTS:
2. THIS SITE PLAN HAS BEEN SUBMITTED TO THE TEXAS DEPARTMENT OF LICENSING AND
REGULATION FOR REVIEW OF COMPLIANCE WITH THE ARCHITECTURAL BARRIERS ACT. THE
REFERENCE #2062612060 IS PROOF OF SUBMITTAL TO TDLR.
3. THE CITY OF PFLUGERVILLE HAS NOT REVIEWED THESE PLANS FOR COMPLIANCE WITH THE
AMERICAN DISABILITIES ACT. ALL SIDEWALKS SHALL COMPLY WITH THE AMERICANS WITH
DISABILITIES ACT. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE COMPLIANCE WITH ALL
LEGISLATION RELATED TO ACCESSIBILITY WITHIN THE LIMITS OF CONSTRUCTION SHOWN IN
THERE PLANS.
4. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO
PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF PFLUGERVILLE MUST REPLY ON THE
ADEQUACY OF THE WORK OF THE DESIGN ENGINEER.
5. EXISTING SITE BUILDINGS ARE OUTSIDE THE SCOPE OF THE CURRENT PROJECT. EXISTING TYPE IS
E, PER IBC 2021. EXISING USE IS GOVERNMENT FACILITIES PER CITY OF PFLUGERVILLE UNIFIED
DEVELOPMENT CODE SUBCHAPTER 4.3.2.
SITE PLAN RELEASE NOTES
ABS 231 SUR 13 DAVIS J ACR 64.731
TBM#1: TEMPORARY BENCHMARK SET
MAG NAIL WITH SHINER IN ASPHALT
ELEVATION: 721.46'
TBM #2: TEMPORARY BENCHMARK SET
MAG NAIL WITH WASHER
STAMPED "SURVEY WORKS"
ELEVATION: 717.14'
BENCH MARK:
NO PORTION OF THIS TRACT IS WITHIN A
FLOOD HAZARD AREA AS DELINEATEED ON
THE FEMA FLOOD INSURANCE RATE MAP
PANEL# 48453C0280J FOR TRAVIS COUNTY,
EFFECTIVE DATE 08/18/2014
LEGAL DESCRIPTION
FLOOD STATEMENT
A
ZONING
PLANNING DIRECTOR
DEVELOPMENT ENGINEER DIRECTOR
RECOMMENDED FOR APPROVAL
CITY OF PFLUGERVILLE
PUBLIC WORKS DEPARTMENT
15500 SUN LIGHT NEAR WAY
PFLUGERVILLE, TX 78660
(512) 990-6400
CITY AND UTILITY CONTACT
CITY OF PFLUGERVILLE
PLANNING AND DEVELOPMENT SERVICES
100 W MAIN ST
PFLUGERVILLE, TX 78660
(512) 990-6300
WATER
CITY OF PFLUGERVILLE
15500 SUN LIGHT NEAR WAY, #B
PFLUGERVILLE, TX 78660
(512) 990-6400
ELECTRIC
ONCOR
350 TEXAS AVE
ROUND ROCK, TX 78664
(512) 244-5692
GAS
ATMOS MIDTX
3110 N I-35
ROUND ROCK, TX 78681
(817) 307-6069
WASTEWATER
CITY OF PFLUGERVILLE
15500 SUN LIGHT NEAR WAY
PFLUGERVILLE, TX 78660
(512) 990-6400
THIS PROJECT PROPOSES TO REPLACE THE EXISTING BASEBALL AND SOFTBALL FIELDS WITH
ARTIFICIAL TURF FIELDS. A DRAINAGE SYSTEM FOR THESE PROPOSED FIELDS AND MODIFICATION
OF THE EXISTING DETENTION POND ARE ALSO PROPOSED.
PROJECT NARRATIVE
SHEET INDEX
SHEET
NUMBER SHEET TITLE
01 COVER SHEET
02 GENERAL NOTES
03 EXISTING CONDITIONS & DEMOLITION
PLAN
04 SITE PLAN
05 EROSION, SEDIMENTATION, AND TREE
PROTECTION PLAN
06 EXISTING DRAINAGE MAP
07 PROPOSED DRAINAGE MAP
08 DRAINAGE AREA CALCULATIONS
09 GRADING & DRAINAGE PLAN
10 DETENTION POND DETAILS PLAN
11 CONSTRUCTION DETAILS
12 TURF DETAILS
04-06-2026
N 62°24'53" W
1,265.06'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
N
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
LEGEND
BOUNDARY / RIGHT OF WAY
EASEMENT / SETBACK
CURB / EDGE OF PAVEMENT
PROPOSED BUILDING PAD AREA
STORM DRAIN LINE
WATER LINE
WASTEWATER LINE
WW
D
AC
WASTEWATER MANHOLE
WATER METER
WATER VALVE
FIRE HYDRANT
CO WASTEWATER CLEANOUT
BFP BACKFLOW PREVENTER
STORM DRAIN MANHOLE
STORM DRAIN CURB INLET
STORM DRAIN AREA INLET
T TRANSFORMER
AIR CONDITIONER UNIT
UTILITY POLE
GUY WIRE
OVERHEAD ELECTRIC
GAS LINE
G GAS METER
EM ELECTRIC MANHOLE
E ELECTRIC BOX
EXISTING CONTOUR LINE512
PROPOSED CONTOUR LINE512
DEMOLITION AREA
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
N
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
LEGEND
BOUNDARY / RIGHT OF WAY
EASEMENT / SETBACK
CURB / EDGE OF PAVEMENT
ACCESSIBLE ROUTE (ADA)
FIRE LANE STRIPING
RETAINING / SCREENING WALL
BUILDING PAD AREA
PAVEMENT / ASPHALT
PAVEMENT / CONCRETE
STORM DRAIN LINE
WATER LINE
WASTEWATER LINE
WW
D
AC
WASTEWATER MANHOLE
WATER METER
WATER VALVE
FIRE HYDRANT
CO WASTEWATER CLEANOUT
BFP BACKFLOW PREVENTER
STORM DRAIN MANHOLE
STORM DRAIN CURB INLET
STORM DRAIN AREA INLET
T
D
TRANSFORMER
AIR CONDITIONER UNIT
GUY WIRE
DUMPSTER
SIGN
BICYCLE RACK
PARKING BUMPER
ACCESSIBLE PARKING (ADA)
CROSSWALK
UTILITY POLE
TX-130 SERVICE RD
CO
PPER M
IN
E DR
COLORADO SAND DR
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
TX-130 SERVICE RD
CO
PPER M
IN
E DR
COLORADO SAND DR
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
N
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
LEGEND
BOUNDARY / RIGHT OF WAY
EASEMENT / SETBACK
CURB / EDGE OF PAVEMENT
EXISTING BUILDING
STORM DRAIN LINE
WATER LINE
WASTEWATER LINE
WW
D
AC
WASTEWATER MANHOLE
WATER METER
WATER VALVE
FIRE HYDRANT
CO WASTEWATER CLEANOUT
BFP BACKFLOW PREVENTER
STORM DRAIN MANHOLE
STORM DRAIN CURB INLET
STORM DRAIN AREA INLET
T TRANSFORMER
AIR CONDITIONER UNIT
UTILITY POLE
GUY WIRE
SIGN
TREE W/ TAG
TAG#
TREE - REMOVE
TAG#
OVERHEAD ELECTRIC
GAS LINE
G GAS METER
EM ELECTRIC MANHOLE
E ELECTRIC BOX
SURVEY ROD/NAIL
BENCHMARK
EXISTING CONTOUR LINE512
STABILIZED
CONSTRUCTION
ENTRANCE
STAGING & SPOILS AREA
SEDIMENT REMOVAL MAT FOR
CONSTRUCTION ENTRANCE
NOTES:
1. LIMITS OF CONSTRUCTION: 9.04 ACRES
2. SEE TREE PRESERVATION PLAN SHEET FOR TREE SURVEY.
3. CONTRACTOR MUST PICK UP AND DISPOSE OF ALL SEDIMENT
CONTROLS, INCLUDING SILT FENCE, ONCE PERMANENT EROSION
CONTROLS MEASURES ARE ESTABLISHED.
PPER M
IN
E DR
COLORADO SAND DR
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
LEGEND
PPER M
IN
E DR
COLORADO SAND DR
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
TX-130 SERVICE RD
CO
PPER M
IN
E DR
COLORADO SAND DR
HENDRICKSON
HIGH SCHOOL
MAIN BLDG
N 62°24'53" W
1,265.06'
N 62°24'53" W
261.51'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
LEGEND
62°24'53" W
1,265.06'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
N 62°24'53" W
1,265.06'
S 27°37'07" W 122.98'
S 27°37'07" W 599.33'
N
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION.
LEGEND
BOUNDARY / RIGHT OF WAY
EASEMENT / SETBACK
CURB / EDGE OF PAVEMENT
RETAINING / SCREENING WALL
PROPOSED BUILDING PAD AREA
STORM DRAIN LINE
WATER LINE
WASTEWATER LINE
WW
AC
WASTEWATER MANHOLE
WATER METER
WATER VALVE
FIRE HYDRANT
CO WASTEWATER CLEANOUT
BFP BACKFLOW PREVENTER
T TRANSFORMER
AIR CONDITIONER UNIT
GUY WIRE
OVERHEAD ELECTRIC
GAS LINE
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
EXISTING GRADE
DRAINAGE SWALE FLOW LINE
EG=XXX.00
TOP OF CURB ELEVATIONTC
GUTTER ELEVATIONG
FLOW LINE ELEVATIONFL
HIGH POINT ELEVATIONHP
LOW POINT ELEVATIONLP
MATCH EXISTING ELEVATIONME
PAD ELEVATIONPE
FINISHED FLOOR ELEVATIONFFE
TOP OF WALL ELEVATIONTW
FINISHED GRADE AT WALLGW
PROPOSED FINISHED GRADEXXX.00
D STORM DRAIN MANHOLE
STORM DRAIN CURB INLET
STORM DRAIN GRATE INLET
TOP OF GRATE INLETRIM
UTILITY POLE
ZERO CURBZC
SAW TOOTH CURBST
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