recharge zone exception request · recharge/transition zones (tceq, 2004). it is possible that a...
TRANSCRIPT
RechargeZoneExceptionRequest
FOR
BabcockRoadandUTSABoulevard
SanAntonio,Texas
Prepared For: City of San Antonio, Texas
Prepared By:
Poznecki‐Camarillo, Inc. TBPE Registration #483
5835 Callaghan Road, Suite 200 San Antonio, Texas 78228 Voice: (210)349‐3273 Fax: (210) 349‐4395
June 2020
TCEQ-20705 (Rev. 02-17-17) 1 of 4
Texas Commission on Environmental Quality
Edwards Aquifer Application Cover Page
Our Review of Your Application
The Edwards Aquifer Program staff conducts an administrative and technical review of all applications. The turnaround time for administrative review can be up to 30 days as outlined in 30 TAC 213.4(e). Generally administrative completeness is determined during the intake meeting or within a few days of receipt. The turnaround time for technical review of an administratively complete Edwards Aquifer application is 90 days as outlined in 30 TAC 213.4(e). Please know that the review and approval time is directly impacted by the quality and completeness of the initial application that is received. In order to conduct a timely review, it is imperative that the information provided in an Edwards Aquifer application include final plans, be accurate, complete, and in compliance with 30 TAC 213.
Administrative Review
1. Edwards Aquifer applications must be deemed administratively complete before a technical review can begin. To be considered administratively complete, the application must contain completed forms and attachments, provide the requested information, and meet all the site plan requirements. The submitted application and plan sheets should be final plans. Please submit one full-size set of plan sheets with the original application, and half-size sets with the additional copies.
To ensure that all applicable documents are included in the application, the program has developed tools to guide you and web pages to provide all forms, checklists, and guidance. Please visit the below website for assistance: http://www.tceq.texas.gov/field/eapp.
2. This Edwards Aquifer Application Cover Page form (certified by the applicant or agent) must be included in the application and brought to the administrative review meeting.
3. Administrative reviews are scheduled with program staff who will conduct the review. Applicants or their authorized agent should call the appropriate regional office, according to the county in which the project is located, to schedule a review. The average meeting time is one hour.
4. In the meeting, the application is examined for administrative completeness. Deficiencies will be noted by staff and emailed or faxed to the applicant and authorized agent at the end of the meeting, or shortly after. Administrative deficiencies will cause the application to be deemed incomplete and returned.
An appointment should be made to resubmit the application. The application is re-examined to ensure all deficiencies are resolved. The application will only be deemed administratively complete when all administrative deficiencies are addressed.
5. If an application is received by mail, courier service, or otherwise submitted without a review meeting, the administrative review will be conducted within 30 days. The applicant and agent will be contacted with the results of the administrative review. If the application is found to be administratively incomplete, it can be retrieved from the regional office or returned by regular mail. If returned by mail, the regional office may require arrangements for return shipping.
6. If the geologic assessment was completed before October 1, 2004 and the site contains “possibly sensitive” features, the assessment must be updated in accordance with the Instructions to Geologists (TCEQ-0585 Instructions).
Technical Review
1. When an application is deemed administratively complete, the technical review period begins. The regional office will distribute copies of the application to the identified affected city, county, and groundwater conservation district whose jurisdiction includes the subject site. These entities and the public have 30 days to provide comments on the application to the regional office. All comments received are reviewed by TCEQ.
2. A site assessment is usually conducted as part of the technical review, to evaluate the geologic assessment and observe existing site conditions. The site must be accessible to our staff. The site boundaries should be
TCEQ-20705 (Rev. 02-17-17) 2 of 4
clearly marked, features identified in the geologic assessment should be flagged, roadways marked and the alignment of the Sewage Collection System and manholes should be staked at the time the application is submitted. If the site is not marked the application may be returned.
3. We evaluate the application for technical completeness and contact the applicant and agent via Notice of Deficiency (NOD) to request additional information and identify technical deficiencies. There are two deficiency response periods available to the applicant. There are 14 days to resolve deficiencies noted in the first NOD. If a second NOD is issued, there is an additional 14 days to resolve deficiencies. If the response to the second notice is not received, is incomplete or inadequate, or provides new information that is incomplete or inadequate, the application must be withdrawn or will be denied. Please note that because the technical review is underway, whether the application is withdrawn or denied the application fee will be forfeited.
4. The program has 90 calendar days to complete the technical review of the application. If the application is technically adequate, such that it complies with the Edwards Aquifer rules, and is protective of the Edwards Aquifer during and after construction, an approval letter will be issued. Construction or other regulated activity may not begin until an approval is issued.
Mid-Review Modifications
It is important to have final site plans prior to beginning the permitting process with TCEQ to avoid delays.
Occasionally, circumstances arise where you may have significant design and/or site plan changes after your Edwards Aquifer application has been deemed administratively complete by TCEQ. This is considered a “Mid-Review Modification”. Mid-Review Modifications may require redistribution of an application that includes the proposed modifications for public comment.
If you are proposing a Mid-Review Modification, two options are available:
If the technical review has begun your application can be denied/withdrawn, your fees will be forfeited, and the plan will have to be resubmitted.
TCEQ can continue the technical review of the application as it was submitted, and a modification application can be submitted at a later time.
If the application is denied/withdrawn, the resubmitted application will be subject to the administrative and technical review processes and will be treated as a new application. The application will be redistributed to the affected jurisdictions.
Please contact the regional office if you have questions. If your project is located in Williamson, Travis, or Hays County, contact TCEQ’s Austin Regional Office at 512-339-2929. If your project is in Comal, Bexar, Medina, Uvalde, or Kinney County, contact TCEQ’s San Antonio Regional Office at 210-490-3096
Please fill out all required fields below and submit with your application.
1. Regulated Entity Name: Babcock Road and UTSA Boulevard
2. Regulated Entity No.:
3. Customer Name: City of San Antonio, Texas 4. Customer No.: 600130652
5. Project Type: (Please circle/check one)
New Modification Extension Exception
6. Plan Type: (Please circle/check one) WPAP CZP SCS UST AST EXP EXT Technical
Clarification Optional Enhanced Measures
7. Land Use: (Please circle/check one)
Residential Non-residential 8. Site (acres): 0.02
9. Application Fee: $500.00 10. Permanent BMP(s): Vegetative filter strip
11. SCS (Linear Ft.): NA 12. AST/UST (No. Tanks): NA
13. County: Bexar 14. Watershed: Maverick Creek
TCEQ-20705 (Rev. 02-17-17) 3 of 4
Application Distribution Instructions: Use the table below to determine the number of applications required. One original and one copy of the application, plus additional copies (as needed) for each affected incorporated city, county, and groundwater conservation district are required. Linear projects or large projects, which cross into multiple jurisdictions, can require additional copies. Refer to the “Texas Groundwater Conservation Districts within the EAPP Boundaries” map found at:
http://www.tceq.texas.gov/assets/public/compliance/field_ops/eapp/EAPP%20GWCD%20map.pdf
For more detailed boundaries, please contact the conservation district directly.
Austin Region
County: Hays Travis Williamson
Original (1 req.) __ __ __
Region (1 req.) __ __ __
County(ies) __ __ __
Groundwater Conservation District(s)
__Edwards Aquifer Authority
__Barton Springs/ Edwards Aquifer
__Hays Trinity
__Plum Creek
__Barton Springs/ Edwards Aquifer
NA
City(ies) Jurisdiction
__Austin
__Buda
__Dripping Springs
__Kyle
__Mountain City
__San Marcos
__Wimberley
__Woodcreek
__Austin __Bee Cave
__Pflugerville
__Rollingwood
__Round Rock
__Sunset Valley
__West Lake Hills
__Austin
__Cedar Park
__Florence
__Georgetown
__Jerrell
__Leander
__Liberty Hill
__Pflugerville
__Round Rock
San Antonio Region
County: Bexar Comal Kinney Medina Uvalde
Original (1 req.) __ __ __ __ __
Region (1 req.) __ __ __ __ __
County(ies) __ __ __ __ __
Groundwater Conservation
District(s)
__ Edwards Aquifer Authority
__Trinity-Glen Rose
__Edwards Aquifer Authority __Kinney __EAA
__Medina __EAA __Uvalde
City(ies) Jurisdiction
__Castle Hills
__Fair Oaks Ranch
__Helotes
__Hill Country Village
__Hollywood Park
__San Antonio (SAWS)
__Shavano Park
__Bulverde
__Fair Oaks Ranch
__Garden Ridge __New Braunfels __Schertz
NA __San Antonio ETJ (SAWS)
NA
X
X
X
X
X
:J-O
I certify that to the best of my knowledge, that the application is complete and accurate. Thisapplication is hereby submitted to TCEQ for administrative review and technical review.
City of San Antonio, Texas / Crystal Benavides, P.E.
Print Name of Customer/ Authorized Agent
Date
**FORTCEQ INTERNAL USE ONLY**Date(s)Reviewed: Date Administratively Complete: IReceived From: Correct Number of Copies:Received By: Distribution Date:EAPP File Number: Complex:Admin. Review(s) (No.): No. AR Rounds:
Delinquent Fees (y/N): Review Time Spent:
Lat./Long. Verified: SOSCustomer Verification:
Agent Authorization Payable to TCEQ (YIN):Complete/Notarized (Y/N): FeeCore Data Form Complete (y/N): Check: Signed (YIN):Core Data Form Incomplete Nos.: Less than 90 days old (Y/N):
TCEQ-20705 (Rev. 02-17-17) 4of4
General Information FormTexas Commission on Environmental Quality
For Regulated Activities on the Edwards Aquifer Recharge and Transition Zones and Relating to30 TAC §213.4(b) & §213.5(b)(2)(A), (B) Effective June 1, 1999
To ensure that the application is administratively complete, confirm that all fields in the formare complete, verify that all requested information is provided, consistently reference thesame site and contact person in all forms in the application, and ensure forms are signed bythe appropriate party.
Note: Including all the information requested in the form and attachments contributes tomore streamlined technical reviews.
SignatureTo the best of my knowledge, the responses to this form accurately reflect all information
requested concerning the proposed regulated activities and methods to protect the Edwards
Aquifer. This General Information Form is hereby submitted for TCEQreview. The application
was prepared by:
Print Name of Customer/Agent: Crystal Benavides. P.E.
Date: 6/15/2020
Signature of Customer/Agent:
~'1zPR.~Project Information1. Regulated Entity Name: Babcock Road and UTSABoulevard
2. County: Bexar
3. Stream Basin: Maverick Creek
4. Groundwater Conservation District (If applicable): Edwards Aquifer Authority
5. Edwards Aquifer Zone:
[2J Recharge ZoneoTransition Zone
6. Plan Type:
OWPAP
OSCSo Modification
OAST
OUST[2J Exception Request
1 of 4TCEQ-0587 (Rev. 02-11-15)
2 of 4 TCEQ-0587 (Rev. 02-11-15)
7. Customer (Applicant):
Contact Person: Sean D. Strong, P.E. Entity: City of San Antonio Mailing Address: P.O. Box 839966City, State: San Antonio, TX Zip: 78283‐3966Telephone: (210) 207‐8037 FAX: Email Address: [email protected]
8. Agent/Representative (If any):
Contact Person: Crystal Benavides, P.E. Entity: Poznecki‐Camarillo, Inc. Mailing Address: 5835 Callaghan Rd, Suite 200City, State: San Antonio, TX Zip: 78228Telephone: (210) 349‐3273 FAX: (210) 349‐4395Email Address: [email protected]
9. Project Location:
The project site is located inside the city limits of San Antonio. The project site is located outside the city limits but inside the ETJ (extra‐territorial jurisdiction) of . The project site is not located within any city’s limits or ETJ.
10. The location of the project site is described below. The description provides sufficient detail and clarity so that the TCEQ’s Regional staff can easily locate the project and site boundaries for a field investigation.
In northwest San Antonio along Babcock Road at the northwest corner of the intersection with UTSA Boulevard
11. Attachment A – Road Map. A road map showing directions to and the location of the project site is attached. The project location and site boundaries are clearly shown on the map.
12. Attachment B ‐ USGS / Edwards Recharge Zone Map. A copy of the official 7 ½ minute USGS Quadrangle Map (Scale: 1" = 2000') of the Edwards Recharge Zone is attached. The map(s) clearly show:
Project site boundaries. USGS Quadrangle Name(s). Boundaries of the Recharge Zone (and Transition Zone, if applicable). Drainage path from the project site to the boundary of the Recharge Zone.
13. The TCEQ must be able to inspect the project site or the application will be returned. Sufficient survey staking is provided on the project to allow TCEQ regional staff to locate the boundaries and alignment of the regulated activities and the geologic or manmade features noted in the Geologic Assessment.
3 of 4 TCEQ-0587 (Rev. 02-11-15)
Survey staking will be completed by this date:
14. Attachment C – Project Description. Attached at the end of this form is a detailed narrative description of the proposed project. The project description is consistent throughout the application and contains, at a minimum, the following details:
Area of the site Offsite areas Impervious cover Permanent BMP(s) Proposed site use Site history Previous development Area(s) to be demolished
15. Existing project site conditions are noted below:
Existing commercial site Existing industrial site Existing residential site Existing paved and/or unpaved roads Undeveloped (Cleared) Undeveloped (Undisturbed/Uncleared) Other:
Prohibited Activities 16. I am aware that the following activities are prohibited on the Recharge Zone and are not
proposed for this project:
(1) Waste disposal wells regulated under 30 TAC Chapter 331 of this title (relating to Underground Injection Control);
(2) New feedlot/concentrated animal feeding operations, as defined in 30 TAC §213.3;
(3) Land disposal of Class I wastes, as defined in 30 TAC §335.1;
(4) The use of sewage holding tanks as parts of organized collection systems; and
(5) New municipal solid waste landfill facilities required to meet and comply with Type I standards which are defined in §330.41(b), (c), and (d) of this title (relating to Types of Municipal Solid Waste Facilities).
(6) New municipal and industrial wastewater discharges into or adjacent to water in the state that would create additional pollutant loading.
17. I am aware that the following activities are prohibited on the Transition Zone and are not proposed for this project:
(1) Waste disposal wells regulated under 30 TAC Chapter 331 (relating to Underground Injection Control);
4 of 4 TCEQ-0587 (Rev. 02-11-15)
(2) Land disposal of Class I wastes, as defined in 30 TAC §335.1; and
(3) New municipal solid waste landfill facilities required to meet and comply with Type I standards which are defined in §330.41 (b), (c), and (d) of this title.
Administrative Information 18. The fee for the plan(s) is based on:
For a Water Pollution Abatement Plan or Modification, the total acreage of the site where regulated activities will occur. For an Organized Sewage Collection System Plan or Modification, the total linear footage of all collection system lines. For a UST Facility Plan or Modification or an AST Facility Plan or Modification, the total number of tanks or piping systems. A request for an exception to any substantive portion of the regulations related to the protection of water quality. A request for an extension to a previously approved plan.
19. Application fees are due and payable at the time the application is filed. If the correct fee is not submitted, the TCEQ is not required to consider the application until the correct fee is submitted. Both the fee and the Edwards Aquifer Fee Form have been sent to the Commission's:
TCEQ cashier Austin Regional Office (for projects in Hays, Travis, and Williamson Counties) San Antonio Regional Office (for projects in Bexar, Comal, Kinney, Medina, and Uvalde Counties)
20. Submit one (1) original and one (1) copy of the application, plus additional copies as needed for each affected incorporated city, groundwater conservation district, and county in which the project will be located. The TCEQ will distribute the additional copies to these jurisdictions. The copies must be submitted to the appropriate regional office.
21. No person shall commence any regulated activity until the Edwards Aquifer Protection Plan(s) for the activity has been filed with and approved by the Executive Director.
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June 2020 Pg. 1 of 1
TCEQ‐0587 General Information Form
AttachmentC‐ProjectDescription
The City of San Antonio proposes to improve the VIA bus stop and repair adjacent rutting along
the edge of Babcock Road at the intersection with UTSA Boulevard. The existing conditions
include a 4‐ft sidewalk separated from the edge of pavement by a grassy sloped strip. Due to lack
of a curb, bus traffic has created a deep rut in the grassy slope by stopping in front of the VIA
bench. The proposed improvements include a concrete curb to preserve the grassy strip adjacent
to the sidewalk, thus mitigating the soil disturbance currently caused by the vehicular rutting.
The site is approximately 60 feet long and 15 feet wide, resulting in a total site area of 900 square
feet (0.02 acres). Offsite flow comes from an area of less than 1 acre of the adjacent parcel
consisting of a level mowed grassy lawn of Bethany Primitive Baptist Church. Existing impervious
cover associated with the site includes 240 square feet of existing 4‐ft sidewalk, of which 110
square feet is to be demolished and reconstructed. The proposed increase in impervious cover is
from construction of a 5‐ft wide wheelchair pad, an 18‐ft by 3‐ft bus stop pad, and a triangle of
concrete riprap. The proposed impervious cover area is 334 square feet. The increase in
impervious cover is 94 square feet.
The proposed permanent BMP is a strip of proposed topsoil and sod approximately 6 feet to 8
feet wide between the sidewalk and the curb of Babcock Road.
Babcock Road at UTSA Boulevard is an existing secondary arterial street which has been recently
improved by the City of San Antonio. A storm sewer system collecting site runoff and conveying
into Maverick Creek was recently constructed under the permit WPAP 13‐15020502 (RN
107789737, UTSA Blvd. from Babcock Rd. to Edward Ximenes). The proposed site is within
Drainage Area A‐1 of the recent improvement’s construction plans.
Recharge and Transition Zone ExceptionRequest FormTexas Commission on Environmental Quality30 TAC §213.9 Effective June 1, 1999
To ensure that the application is administratively complete, confirm that all fields in the formare complete, verify that all requested information is provided, consistently reference thesame site and contact person in all forms in the application, and ensure forms are signed bythe appropriate party.Note: Including all the information requested in the form and attachments contributes tomore streamlined technical reviews.
SignatureTo the best of my knowledge, the responses to this form accurately reflect all information
requested concerning the proposed regulated activities and methods to protect the Edwards
Aquifer. This Recharge and Transition Zone Exception Request Form is hereby submitted for
TCEQreview and executive director approval. The request was prepared by:
Print Name of Customer/Agent: City of SanAntonio, Texas / Crystal Benavides, P.E.
Date:~/7/:to~Signature of Customer/Agent:
~~
Regulated Entity Name: Babcock Road and UTSABoulevard
Exception Request1. ~ Attachment A - Nature of Exception. A narrative description of the nature of each
exception requested is attached. All provisions of 30 TAC §213 Subchapter A for which
an exception is being requested have been identified in the description.
2. ~ Attachment B - Documentation of Equivalent Water Quality Protection.
Documentation demonstrating equivalent water quality protection for the Edwards
Aquifer is attached.
Administrative Information3. ~ Submit one (1) original and one (1) copy of the application, plus additional copies as
needed for each affected incorporated city, groundwater conservation district, and
county in which the project will be located. The TCEQwill distribute the additional
copies to these jurisdictions. The copies must be submitted to the appropriate regional
office.
4. ~ The applicant understands that no exception will be granted for a prohibited activity in
Chapter 213.
5. ~ The applicant understands that prior approval under this section must be obtained from
the executive director for the exception to be authorized.
1of 1TCEQ-0628 (Rev. 03-13-15)
June 2020 Pg. 1 of 1
TCEQ‐0628 Recharge and Transition Zone Exception Request Form
AttachmentA‐NatureofException
The City of San Antonio is requesting an exception from submitting a Water Pollution Abatement
Plan because the site has been developed before, and the proposed construction would add a
negligible increase in impervious cover. The proposed increase in impervious cover is 94 square
feet (0.00 acres). Because the project will not change the runoff’s paths from the preconstruction
flow patterns, permanent and temporary measures are proposed to protect water quality, and no
sensitive features were observed, the increase of impervious cover of 94 square feet can be
considered negligible. Additionally, the proposed improvements will mitigate the existing soil
disturbance from rutting along the wheel path at the bus stop.
June 2020 Pg. 1 of 1
TCEQ‐0628 Recharge and Transition Zone Exception Request Form
AttachmentB‐DocumentationofEquivalentWaterQualityProtection
Temporary BMP in the form of curb inlet gravel filter bags will treat runoff before it enters the
storm drain inlets into Maverick Creek. Permanent BMP for upgradient and onsite stormwater
are proposed in the form of topsoil and sod to create a grassy filter strip between the sidewalk
and the curb of Babcock Road.
A licensed geologist pedestrian survey documented no geologic features.
The construction documents contain TCEQ WPAP General Construction Notes which will be
provided to the contractor and all subcontractors.
The geologic survey and construction documents are attached at the end of this form.
TCEQ‐0628 Recharge and Transition Zone Exception Request Form
Attachment B – Documentation of Equivalent Water Quality Protection
GeologicPedestrianSurvey
ENGINEERING SURVEYING ENVIRONMENTAL PUBL IC INVOLVEMENT
PAGE 1
5835 Callaghan Rd. Ste 200 San Antonio, TX 78228 Tel (210) 349-3273 Fax (210)349-4395 www.pozcam.com
April 30, 2020 Texas Commission on Environmental Quality 14250 Judson Road San Antonio, Texas 78233 Re: Babcock Road and UTSA Boulevard Water Pollution Abatement Plan (WPAP)
Exception – Geological Assessment (GA) To Whom it May Concern, Poznecki-Camarillo, Inc. (PCI) on behalf of the City of San Antonio (CoSA) is requesting a WPAP exception in support of bus stop and curb renovations located at the northwest corner of the intersection of Babcock Road and UTSA Boulevard. A licensed PCI geologist conducted a survey for geologic features at the site of the proposed renovations; this letter summarizes the survey findings and geologic setting at the site. Geologic Setting The entirety of the site is located within the Edwards Aquifer Recharge Zone (EARZ) and is underlain by Quaternary-age alluvial deposits (Qal) associated with Maverick Creek, which is located approximately 290 feet east of the site (Bureau of Economic Geology, 1992). The Qal unit consists of floodplain deposits of clay, silt, sand and gravel; these unconsolidated deposits are not associated with the formation of karst features. The site is also located within the Balcones fault zone trend, but no faults are mapped within site boundaries; the nearest fault to the site is a normal fault located approximately 1,275 feet to the southeast. Site Survey A pedestrian survey was conducted on April 27, 2020 by a licensed geologist, which documented no geologic features. The pedestrian survey was completed by walking parallel transects spaced approximately 10 feet apart, complying with the minimum 50 feet apart or smaller identified in the Instructions to Geologists for Geologic Assessments on the Edwards Aquifer Recharge/Transition Zones (TCEQ, 2004). It is possible that a hidden karst feature could become exposed during construction activity, but this is a constant possibility throughout the recharge zone. Only those karst features that exhibit some sort of surface expression were identified within the scope of this survey, which conforms to TCEQ’s Instructions to Geologists (document 0585). If a sensitive feature is encountered during construction activities, compliance with the Edwards Aquifer Rules (30 TAC 213.5) would be adhered to, including halting construction activities until TCEQ has reviewed and approved methods proposed to protect the feature and the Edwards Aquifer.
ENGINEERING SURVEYING ENVIRONMENTAL PUBL IC INVOLVEMENT
PAGE 2
5835 Callaghan Rd. Ste 200 San Antonio, TX 78228 Tel (210) 349-3273 Fax (210)349-4395 www.pozcam.com
This letter is signed and sealed to signify that this work has been performed by or directly supervised by the following professional geologist who takes full responsibility for this work. April 30, 2020 Warren Brown, Texas Professional Geoscientist No. 11280
TCEQ‐0628 Recharge and Transition Zone Exception Request Form
Attachment B – Documentation of Equivalent Water Quality Protection
ConstructionDocuments
PROJECT INFORMATIONPROJECT LENGTH: 648 FT. OR 0.12 MILES
1
DESCRIPTION
GENERAL SHEETS
INDEX OF SHEETS
SHEET NO.
TYPICAL SECTIONS
N
LOCATION MAP
TITLE & INDEX OF SHEET
PROJECT MAP
PROJECT LAYOUT
EPIC
STORM WATER POLLUTION PLAN (1 of 3)
STORM WATER POLLUTION PLAN (2 of 3)
SW3P STANDARDS
6
22
23
24
PROJECT CONTROL 4-5
ESTIMATED QUANTITIES & GENERAL NOTES 7
9-12TRAFFIC CONTROL PLAN
15-17
CONSTRUCTION STANDARDS 20
LOCATIONSPROJECT
8COSA GENERAL NOTES
STORM WATER POLLUTION PLAN (3 of 3) 25
COSA PROJECT NO.: 40-00447A(SIDEWALK AT UTSA AND BABCOCK RD)
(MEDIAN AT XIMENES AND BAUERLE)UTSA BOULEVARD
COSA BARRICADE & CONSTRUCTION STANDARDS 13
2-3
26
CONCRETE MEDIAN DETAIL 21
DEMOLITION PLAN 14
CITY OF SAN ANTONIO
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27WPAP NOTES
PUBLIC WORKS DEPARTMENT
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RAUL H. GARCIA, JR.
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TATE OF TEX
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S
ICENSEDL
06/09/2020
CITY OF SAN ANTONIO
Through innovation and dedication, we build and maintain San Antonio's infrastructure
PUBLIC WORKS DEPARTMENT
N
0
05
3
UTS
A B
LV
D
(2 of 2)
BABCOCK ROAD
10 20
10
BABCOCK ROAD
UTS
A B
LV
D
N
005 10
052.5
EXISTING 4' SIDEWALK
01+29.90-29.19' LT
EXIST. CONC. CURBTIE INTO
PROPOSED CURB
ADA LANDING AREAPROPOSED 5'X8'
PROJECT MAPVIA BUS STOP
968.52 (TC)967.94 (G)01+64.03
-22.51' LT
968.57 (TC)967.99 (G)01+69.03
-22.53' LT
968.62ELEV. 968.67
ELEV.
CONC CURBPROP
01+29.90-29.19' LT
CONC. CURBEXIST.
TIE INTO
968.68ELEV.
01+64.01-32.65' LT 968.86
ELEV.01+82.01-33.02
968.52 (TC)967.94 (G)01+64.03
-22.51' LT
968.92ELEV.
968.86ELEV.
01+82.01-33.02
968.74ELEV.
968.68ELEV.
01+64.01-32.65' LT
968.13(G)01+82.03
-22.57' LTCONC. PADINTO EXIST.
TAPER CURB DOWN
2% MAX SLOPE
968.80ELEV.
968.67ELEV.
ELEV. 968.74-35.65' LT
STA 01+64.01ELEV. 968.92-36.02' LT
STA. 01+82.01
ELEV. 969.05STA 01+87.01
TIE INTO EXIST SW
4' SIDEWALKEXISTING
ELEV. 969.00STA 01+87.09
TIE INTO EXIST SW
ELEV. 968.69STA 01+59.09
TIE INTO EXIST SW
ELEV. 968.74STA 01+59.01
TIE INTO EXIST SW
PROP. SOD
PROP. SOD
968.13(G)01+82.03
-22.57' LTCONC. PADINTO EXIST.
TAPER CURB DOWN
PROPOSED RIPRAP
PROP. RIPRAP
BY VIATO BE REMOVED
EXIST. VIA BENCH
BY VIATO BE REMOVED
EXIST. VIA BENCH
407 W. RHAPSODY, SAN ANTONIO, TX., 78216
REGISTRATION NO. F-1802
(210)349-5253 (210)349-0715 WWW.GARCIAWRIGHT.COM
CITY OF SAN ANTONIO
DSGN. BY: RHG Jr CHKD. BY: RHG Jr
GARCIA & WRIGHT CONSULTING ENGINEERS,INC.
DATE: 10-15-19
DRWN. BY: ALT
ROADWAY MEDIAN PLACEMENTS
UTSA BLVD MEDIANS
PROJECT NO.: 40-00447A
SHT NO.: OF 27
100% SUBMITTAL
PUBLIC WORKS DEPARTMENT
1+00
2+00
3+00
3+24
1+25
1+50
1+75
2+25
2+50
2+75
GU
Y
PB
PB
PP
TS
P
TS
P
W
CONCRETE LANE
2+00
1+25
1+50
1+75
GU
Y
PB
PB
PP
TS
P
TS
P
72755
RAUL H. GARCIA, JR.
PR
OF
ESSIONAL EN
GI
NE
ER
S
TATE OF TEX
A
S
ICENSEDL
06/09/2020
1.7
5%
1.7
5%
PROPOSED IMPROVEMENTS
GENERAL NOTES
TREE PROTECTION AND PRESERVATION GENERAL NOTES
ACCESSIBILITY REQUIREMENTS
13. THE CONTRACTOR SHALL NOT PLACE ANY WASTE MATERIAL IN THE 100-YEAR FLOOD PLAIN
1. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF SAN ANTONIO STANDARD SPECIFICATIONS
FOR CONSTRUCTION JUNE 2008, OR LATEST.
2. NO EXTRA PAYMENT SHALL BE ALLOWED FOR WORK CALLED FOR ON THE PLANS, BUT NOT
INCLUDED IN THE BID PROPOSAL. THIS INCIDENTAL WORK WILL BE REQUIRED AND SHALL BE
INCLUDED IN THE PAY ITEM TO WHICH IT RELATES.
3. THE CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERY OF MAIL BY THE U.S. POSTAL
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL SIGNS AND BARRICADES ARE
SERVICE.
ANY DAMAGE DONE TO EXISTING FENCES, CONCRETE ISLANDS, STREET PAVING, CURBS, SHRUBS,
BUSHES OR DRIVEWAYS. (NO SEPARATE PAY ITEM).
PROPERLY INSTALLED AND MAINTAINED. ALL LOCATIONS AND DISTANCES WILL BE DECIDED
UPON IN THE FIELD BY THE CONTRACTOR, USING THE "TEXAS MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES". THE CITY'S CONSTRUCTION INSPECTOR AND TRAFFIC ENGINEERING
REPRESENTATIVE WILL ONLY BE RESPONSIBLE TO INSPECT BARRICADES AND SIGNS. IF,
IN THE OPINION OF THE TRAFFIC ENGINEERING REPRESENTATIVE AND THE CONSTRUCTION
INSPECTOR, THE BARRICADES AND SIGNS DO NOT CONFORM TO ESTABLISHED STANDARDS OR
ARE INCORRECTLY PLACED OR ARE INSUFFICIENT IN QUANTITY TO PROTECT THE GENERAL
PUBLIC, THE CONSTRUCTION INSPECTOR SHALL HAVE THE OPTION TO STOP OPERATIONS
UNTIL SUCH TIME AS THE CONDITIONS ARE CORRECTED.
BY THE TRAFFIC ENGINEERING REPRESENTATIVE AT THE CONTRACTOR'S EXPENSE.
6. IF THE NEED ARISES, ADDITIONAL BARRICADES AND DIRECTIONAL DEVICES MAY BE ORDERED
7. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.171 C.P.S. MUST MAINTAIN ACCESS TO
GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS
VALVES THAT ARE IN THE PROJECT AREA.
8. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR TWENTY FOUR (24) HOURS PRIOR TO BACKFILL OF
DESTROYED OR REMOVED BY THE CONTRACTOR OR HIS EMPLOYEES, THEY SHALL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
9. CONTRACTOR SHALL PRESERVE ALL CONSTRUCTION STAKES, MARKS, ETC. IF ANY ARE
10. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION TO DETERMINE
THE LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY THE FOLLOWING AT
LEAST FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATION OPERATION:
- TIME WARNER
- AT&T
- MCI
COSA DRAINAGE 207-8048
TEXAS STATE WIDE ONE CALL LOCATOR 1-800-344-8377
BEXAR METROPOLITAN WATER DISTRICT (BEXAR MET) 354-6538 / 357-5741
COSA SIGNAL OPERATIONS 207-7720 / 207-7765
SAN ANTONIO WATER SYSTEM (SAWS) 233-2010
TAKEN FROM AVAILABLE RECORDS AND ARE NOT GUARANTEED, BUT SHALL BE INVESTIGATED
AND VERIFIED BY THE CONTRACTOR BEFORE STARTING WORK. THE CONTRACTOR SHALL BE
HELD RESPONSIBLE FOR ANY DAMAGE TO AND FOR THE MAINTENANCE AND PROTECTION OF
THE EXISTING UTILITIES EVEN IF THEY ARE NOT SHOWN ON THE PLANS. LOCATION AND
DEPTH OF EXISTING UTILITIES SHOWN HERE ARE APPROXIMATE ONLY. ACTUAL LOCATIONS
AND DEPTHS MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND HE
SHALL BE RESPONSIBLE FOR PROTECTION OF SAME DURING CONSTRUCTION.
11. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE
12. ALL WASTE MATERIAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE HIS SOLE
ARTIFICIAL OR NATURAL DRAINAGE.
REPONSIBILITY TO DISPOSE OF THIS MATERIAL OFF THE LIMITS OF THE PROJECT. NO WASTE MATE-
RIAL SHALL BE PLACED IN EXISTING LOWS THAT WILL BLOCK OR ALTER FLOW LIMITS OF EXISTING
WITHOUT FIRST OBTAINING AN APPROVED FLOOD PLAIN DEVELOPMENT PERMIT.
14. THE CONTRACTOR SHALL MAINTAIN ALL ADJOINING STREETS AND TRAVELED ROUTES FREE FROM
SPILLED AND / OR TRACKED CONSTRUCTION MATERIALS AND / OR DEBRIS.
15. IF THE CONTRACTOR ENCOUNTERS ANY ARCHAEOLOGICAL DEPOSITS DURING CONSTRUCTION
OPERATIONS, THE CONTRACTOR MUST STOP EXCAVATION IMMEDIATELY, CONTACT THE CITY
WITHOUT WRITTEN PERMISSION FROM THE CITY.
INSPECTOR, AND CALL THE CITY HISTORIC PRESERVATION OFFICE AT 207-7306 OR 207-3327 FOR
AN ARCHAEOLOGICAL INVESTIGATION. THE CONTRACTOR CANNOT BEGIN EXCAVATION AGAIN
AND WEEKENDS) AND IF THE CONTRACTOR IS UNABLE TO WORK IN OTHER AREAS, THEN THE
CONTRACTOR WILL BE ALLOWED TO NEGOTIATE FOR ADDITIONAL CONSTRUCTION TIME UPON
WRITTEN REQUEST WITHIN TEN (10) DAYS AFTER THE FIRST NOTICE TO THE CITY OF
ARCHAEOLOGICAL INVESTIGATION FOR EACH EVENT.
IF MORE THAN THREE (3) DAYS ARE REQUIRED FOR INVESTIGATION (NOT INCLUDING HOLIDAY
IF THE TIME REQUIRED FOR INVESTIGATION IS LESS THAN OR EQUAL TO THREE (3) DAYS FOR
EACH EVENT, CONTRACT DURATION WILL NOT BE EXTENDED.
17. CONTRACTOR IS TO INCLUDE A MAILBOX POST BLOCKOUT FOR VACANT LOTS AND ALL
RESIDENCES WHICH DO NOT HAVE MAILBOXES AT THE CURB. BLOCKOUTS ARE PROVIDED
FOR FUTURE USE BY THE POST OFFICE.
1. NO UTILITY OR STREET EXCAVATION WORK SHALL BEGIN IN AREAS WHERE TREE PRESERVATION
AND TREATMENT MEASURES HAVE NOT BEEN COMPLETED AND APPROVED.
16. IF SUSPECTED CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION OPERATIONS, C.O.S.A.
SHALL BE NOTIFIED IMMEDIATELY WHEN CONTAMINATED SOILS AND / OR GROUNDWATER ARE
ENCOUNTERED AT LOCATIONS NOT IDENTIFIED IN THE PLANS. THE NOTIFICATION SHOULD
INCLUDE THE STATION NUMBER, TYPE OF CONTAMINATED MEDIA, EVIDENCE OF CONTAMINATION
AND MEASURES TAKEN TO CONTAIN THE CONTAMINATED MEDIA AND PREVENT PUBLIC ACCESS.
THE CONTAMINATED SOIL AND / OR GROUNDWATER SHALL NOT BE REMOVED FROM THE
LOCATION WITHOUT PRIOR C.O.S.A. APPROVAL.
INSPECTOR. THE CONTRACTOR CANNOT BEGIN EXCAVATION ACTIVITIES WITHOUT WRITTEN
PERMISSION FROM THE CITY.
THE CONTRACTOR MUST STOP THE EXCAVATION IMMEDIATELY AND CONTACT THE C.O.S.A.
2. TREE PROTECTION FENCING SHALL BE REQUIRED. TREE PROTECTION FENCING SHALL BE
INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING SITE CONSTRUCTION.
DURING CONSTRUCTION ACTIVITY, AT LEAST A SIX-INCH LAYER OF COARSE MULCH SHALL BE
PLACED AND MAINTAINED OVER THE ROOT PROTECTION ZONE (NO SEPARATE PAY ITEM).
3. THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN
EXCAVATING NEAR EXISTING TREES. EXCAVATION IN THE VICINITY OF TREES SHALL PROCEED
WITH CAUTION. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR FOR GUIDANCE.
COVERING WITH SOIL, MULCH, OR WET BURLAP.
6. EXPOSED ROOTS SHALL BE COVERED AT THE END OF THE DAY USING TECHNIQUES SUCH AS
ROAD CONSTRUCTION EQUIPMENT.
4. ROOTS WILL BE CUT WITH A ROCK SAW OR BY HAND, NOT BY AN EXCAVATOR OR OTHER
5. ALL CURB AND SIDEWALK WORK SHALL USE ALTERNATIVE CONSTRUCTION METHODS TO
MINIMIZE EXTENSIVE ROOT DAMAGE TO TREES (REFER TO DETAILS).
8. SAPLINGS, SHRUBS OR BUSHES TO BE CLEARED FROM THE PROTECTED ROOT ZONE AREA
OF A LARGE TREE SHALL BE REMOVED BY HAND AS DESIGNATED BY THE INSPECTOR.
7. NO EQUIPMENT, VEHICLES OR MATERIALS SHALL OPERATE OR BE STORED WITHIN THE ROOT
10 FOOT RADIUS ROOT PROTECTION ZONE AROUND THE TREE. ROOTS OR BRANCHES IN
CONFLICT WITH THE CONSTRUCTION SHALL BE CUT CLEANLY ACCORDING TO PROPER
OAK WILT.
PRUNING METHODS. OAK WOUNDS SHALL BE PAINTED OVER WITHIN 30 MINUTES TO PREVENT
OF RADIUS PER INCH OF TREE'S DIAMETER. A 10-INCH DIAMETER TREE WOULD HAVE A
9. NO WIRES, NAILS OR OTHER MATERIAL MAY BE ATTACHED TO PROTECTED TREES.
PROTECTION ZONE OF ANY TREE NEAR THE PROJECT. ROOT PROTECTION ZONE IS 1 FOOT
10. TREES, TREE LIMBS, BUSHES AND SHRUBS LOCATED IN THE CITY STREET OR ALLEY
RIGHT-OF-WAY OR PERMANENT EASEMENTS WHICH INTERFERE WITH PROPOSED
CONSTRUCTION ACTIVITIES SHALL BE PROPERLY PRUNED FOLLOWING THE ANSI A-300
AFTER APPROVAL FROM THE CAPITAL PROJECTS MANAGEMENT THROUGH THE INSPECTOR.
STANDARDS FOR PRUNING. ALL TREE PRUNING SHALL BE COMPLETED BY A CITY OF SAN
ANTONIO TREE MAINTENANCE LICENSED CONTRACTOR (ARTICLE 21-171, CITY CODE) ONLY
11. NO EXCESSIVE TREE TRIMMING WILL BE PERMITTED.
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF PROPERLY
12. ALL DEBRIS GENERATED BY THE PRUNING AND TRIMMING OF THE TREES AND / OR BUSHES
(NO SEPARATE PAY ITEM).
13. TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS.
MAINTENANCE MAY INCLUDE, BUT NOT LIMITED TO: WATERING THE ROOT PROTECTION ZONE,
WASHING FOLIAGE, FERTILIZATION, PRUNING, ADDITIONAL MULCH APPLICATIONS AND OTHER
MAINTENANCE AS NEEDED ON THE PROJECT.
14. ANY TREE REMOVAL SHALL BE APPROVED BY THE CITY ARBORIST. (207-0278)
15. TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE DURING
CONSTRUCTION SHALL BE MITIGATED TO THE CITY'S SATISFACTION.
16. TREE PLANTING FOR MITIGATION OR ENHANCEMENT: ALL PLANTED TREES SHALL BE
MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. THIS INCLUDES IRRIGATION, FERTILIZING,
PRUNING AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT. TREES THAT DIE WITHIN
TWELVE (12) MONTHS SHALL BE REPLACED WITH A TREE OF EQUAL SIZE AND SPECIES.
DRIVEWAY SHALL REMAIN OPEN WHILE THE OTHER NEW DRIVEWAY APPROACHES
2. WHEN THE WORK REQUIRES THE EXCAVATION OF THE STREET AND THE
3. PRIOR TO INITIATING THE CONSTRUCTION OF NEW DRIVEWAY APPROACHES,
REMOVAL OF THE EXISTING DRIVEWAY APPROACHES AND SIDEWALKS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY
BASE OR GRAVEL MATERIAL AT NO SEPARATE COST TO THE CITY.
THE CONTRACTOR SHALL GIVE ADVANCE WARNING IN PERSON, OR IN
BY THE RESIDENTS.
ARE CONSTRUCTED. FOR BUSINESSES WITH ONLY ONE DRIVEWAY, THE NEW
DRIVEWAY APPROACH SHALL BE CONSTRUCTED IN HALF WIDTHS, UNLESS A
TEMPORARY ASPHALT DRIVEWAY IS FIRST INSTALLED AT NO SEPARATE COST
TO THE CITY.
PEDESTRIAN ACCESS AT ALL TIMES TO LOCAL RESIDENCES AND BUSINESSES.
1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN VEHICULAR AND
ALL-WEATHER ACCESS TO THE BUSINESSES AND RESIDENCES. THE
TEMPORARY DRIVEWAY APPROACHES SHALL BE CONSTRUCTED WITH FLEXIBLE
WRITING, OF AT LEAST 48 HOURS TO EACH RESIDENCE THAT WILL BE
IMMEDIATELY AFFECTED, SO THAT ALTERNATE PLANS MAY BE MADE
4. FOR BUSINESSES WITH MORE THAN ONE DRIVEWAY, AT LEAST ONE
- CITY PUBLIC SERVICE ENERGY
ANY UTILITY TRENCHES TO SCHEDULE FOR DENSITY TEST AS REQUIRED.
BE RESPONSIBLE FOR PROTECTING VIA FACILITIES IF ADJACENT TO WORK AREA.
OF EXECUTING THE CONTRACT UNLESS OTHERWISE NOTED BY VIA. THE CONTRACTOR WILL
TRACTOR IS REQUIRED TO REPLACE ALL FLATWORK REMOVED OR DAMAGED IN THE COURSE
OR WILL BE LIABLE FOR ANY DAMAGES TO VIA FACILITIES NOT REMOVED BY VIA. THE CON-
FOR SHELTER REMOVAL (TELEPHONE NOS: (210) 362-2155 OR (210) 362-2096). THE CONTRACT-
OTHER VIA FACILITIES THAT MAY BE PRESENT. PLEASE PROVIDE THIRTY DAYS PRIOR NOTICE
CONTACT VIA FOURTEEN DAYS PRIOR, FOR THE REMOVAL OF BENCHES, STOP POLES OR ANY
18. CONTRACTOR SHALL NOT REMOVE OR ADJUST ANY VIA FACILITIES. THE CONTRACTOR MUST
CITY OF SAN ANTONIO
GENERAL NOTESCITY OF SAN ANTONIO
EXCESS SOIL DISPOSAL GENERAL NOTES:
TO THE FOLLOWING REQUIREMENTS:
AND COMMUNICATION PLAN. CONTRACTOR SHALL ADHERE
CAPITAL IMPROVEMENTS' SOIL RELOCATION POLICY
SOILS IN ACCORDANCE WITH TRANSPORTATION
CITY TO MANAGE AND DOCUMENT THE DISPOSAL OF
HEREIN ARE SOLEY DUE TO A DESIRE BY THE
SITE LOCATION, ETC. THE CONDITIONS SET FORTH
APPRAISAL INFORMATION, FLOODPLAIN MAP SHOWING
MAP LOCaTION, PHYSICAL ADDRESS, BEXAR COUNTY
EXCESS FILL MATERIAL. SUBMITTAL INCLUDES A SITE
COMMENCMENT OF HAULING OFF ANY EXCAVED AND/OR
DISPOSAL SITE TO THE CITY 14 DAYS PRIOR TO
1. CONTRACTOR SHALL PROVIDE A SUBMITTAL REGARDING
PROVIDED BY THE CITY'S ENGINEER OR HIS/HER DESIGNEE.
HAULING TO THIS NEW SITE UNTIL WRITTEN APPROVAL IS
HAULING ACTIVITIES. CONTRACTOR SHALL NOT BEGIN
UTILIZING THE ADDITIONAL LOCATION AND PRIOR TO
ENGINEER A MINIMUM OF 14 DAYS IN ADVANCE OF
LOCATION AND PROVIDE WRITTEN DOCUMENTATION TO CITY'S
TO NOTIFY CITY IN WRITING OF ITS NEW DISPOSAL
DISPOSAL LOCATION IS NEEDED, CONTRACTOR IS REQUIRED
DISPOSAL LOCATION TO THE CITY AND AN ADDITIONAL
G. IN THE EVENT CONTRACTOR ONLY PROVIDES ONE
DESIGNEE PROVIDES WRITTEN AUTHORIZATION.
DISPOSAL SITES UNTIL CITY ENGINEER OR HIS/HER
OF EXCAVATED OR EXCESS SOILS TO THE DESIGNATED
F. CONTRACTOR SHALL NOT BEGIN HAULING ACTIVITIES
THIS DOCUMENTATION.
SITE. THE CITY RESERVES THE RIGHT TO REQUEST
ETC FOR ALL TRANSPORTED SOIL TO EACH APPROVED
SUCH AS TRIP TICKETS, BILL OF LADING RECEIPTS,
TRACKING EXCESS SOIL LOADS THROUGH DOCUMENTATION
AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR
EXCESS SOIL DISPOSAL TO APPROVED DESIGNATED
E. CONTRACTOR SHALL BE RESPONSIBLE FOR TRACKING
REQUIREMENTS, AS APPLICABLE.
TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM (TPDES)
PLAN IS DEVELOPED AND IMPLEMENTED IN ACCORDANCE WITH
ENSURE AN APPROPRIATE STORM WATER POLLUTION PREVENTION
TRANSPORTATION, AS APPLICABLE. CONTRACTOR SHALL
IMPLEMENTATION OF THE REUSE PLAN PRIOR TO SOIL
AGENCIES REQUIREMENTS FOR PROPER AND LEGAL
D. CONTRACTOR AGREES TO COMPLY WITH OTHER REGULATORY
AND THE CONTRACTOR.
COPY OF THE AGREEMENT BETWEEN THE LANDOWNER
CITY. THE CITY RESERVES THE RIGHT TO REQUEST A
CONTRACTOR'S FINAL PAYMENT AS DETERMINED BY THE
CONSIDERED AND MAY BE DEDUCTED FROM THE
INCURS LEGITIMATE LANDOWNER CONCERNS WILL BE
PRIOR TO PLACEMENT, AND THAT ANY COSTS THE CITY
OBTAIN WRITTEN APPROVAL FROM THE LANDOWNER(S)
SITE(S). IT IS THE CONTRACTORS RESPONSIBILITY TO
RESTORATION AND EROSION CONTROL MEASURES OF THE
INCLUDING THOSE RELATED TO PLACEMENT, COMPACTION,
WRITTEN CONDITIONS IN LANDOWNER AGREEMENTS
C. CONTRACTOR AGREES TO ABIDE BY THE LANDOWNERS
ISSUE AREA.
FLOODPLAIN AND KNOWN SUPERFUND OR ENVIRONMENTAL
DISPOSAL AREAS ARE WITHIN OR ADJACENT TO THE
B. CONTRACTOR SHALL VERIFY AND CONFIRM THAT NO
DISPOSAL SITE DOES NOT EXCEED THREE (3) SITES.
A. CONTRACTOR MUST ASSURE THAT THE NUMBER OF SOIL
100% SUBMITTAL
CHKD. BY:______DRWN. BY:___ DSGN. BY:___ SHEET NO.:08 OF 27
DATE:01/21/2020PROJECT NO.:40-00447A
PUBLIC WORKS DEPARTMENT
N
0 10
052.5
05
LEGEND
GM
MB
SS
PP
TPW
G
W
SS
EJ
FHIP
LP
MON
SH
T
MB
WATER METER
GAS METER
STREET SIGN
WATER VALVE
GAS VALVE
POWER POLE
SANITARY SEWER MANHOLE
TELEPHONE PEDESTAL
ELECTRIC JUNCTION BOX
FIRE HYDRANT
GUY WIRE
LIGHT POLE
TELEPHONE MANHOLE
IRON PIN
MONUMENT
SPRINKLER HEAD
MAIL BOX
MASONARY MAIL BOX
& REPLACED ACCORDING TO NOTESTO BE DEMOLISHED OR REMOVEDALL ITEMS HIGHLETED RED ARE
UTSA BLVD
BA
BC
OC
K R
D
14
EXIS
TIN
G
SID
EW
AL
K
-28.63' LTSTA. 01+59.09
BEGIN CURB DEMO
-29.19' LTSTA. 01+87.09
END SIDEWALK DEMO
TOP OF BASEASPHALT PAVEMENT TOSAW CUT AND REMOVE EXIST.
BY VIATO BE RELOCATEDEXISTING VIA SIGN
DEMOLITION PLAN
407 W. RHAPSODY, SAN ANTONIO, TX., 78216
REGISTRATION NO. F-1802
(210)349-5253 (210)349-0715 WWW.GARCIAWRIGHT.COM
CITY OF SAN ANTONIO
DSGN. BY: RHG Jr CHKD. BY: RHG Jr
GARCIA & WRIGHT CONSULTING ENGINEERS,INC.
DATE: 10-15-19
DRWN. BY: ALT
ROADWAY MEDIAN PLACEMENTS
UTSA BLVD MEDIANS
PROJECT NO.: 40-00447A
SHT NO.: OF 27
100% SUBMITTAL
PUBLIC WORKS DEPARTMENT
BM
CP
GUY
PB
PB
PP
TSP
TSP1+25
1+50
1+75
GUY
PB
PB
PP
TSP
TSP
72755
RAUL H. GARCIA, JR.
PR
OF
ESSIONAL EN
GI
NE
ER
S
TATE OF TEX
A
S
ICENSEDL
06/09/2020
N
0 10
05
05A
METER TO GRADEADJUST EXISTING WATER
SANITARY SEWER MANHOLE
WATER METER
GAS METER
MAIL BOX
MASONARY MAIL BOX
STREET SIGN
FIRE HYDRANT
WATER VALVE
GAS VALVE
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
POWER POLE
ELECTRIC JUNCTION BOX
GUY WIRE
LIGHT POLE
IRON PIN
MONUMENT
SPRINKLER HEAD
CHAIN LINK FENCE
GUARD RAIL
BARB WIRE FENCE
WOODEN FENCE
EDGE OF ASPHALT
EDGE OF GRAVEL
EDGE OF CONCRETE
GM
MB
SS
PP
TP
W
G
W
EJ
FH
IP
LP
MON
SH
T
MB
SS
TRAFFIC FLOW
17
UTS
A B
LV
D
BABCOCK ROAD
VIA STOP PLANVIEWPROPOSED CURB &
(3 OF 3)
VIA BENCHEXISTING
EXISTING CONCRETE LANE
PROP. VIA PAD
-29.23' LTSTA. 01+29.45
CONC. CURBTIE INTO EXIST
-23.26' LTSTA. 01+64.03
BEGIN CONC. PAD
-23.28' LTSTA. 01+69.03
END CONC. PAD
-33.02' LTSTA. 01+82.03
END CONC. PAD
-32.65' LTSTA. 01+64.01
BEGIN CONC. PAD
2.5
ADA PADPROP. 5'X8'
(74 SQ. FT.)INTO EXISTING ELEVATIONS
WITH TOPSOIL AND SOD TO TIECONTRACTOR TO FILL IN AREA
ELEV. 969.05STA. 01+87.01
TIE INTO EXIST SIDEWALK
ELEV. 969.00STA. 01+87.09
TIE INTO EXIST SIDEWALK
DOWN AT END45 DEGREE TAPER
-22.57' LTSTA. 01+82.03
END CONC. CURB
(137 SQ. FT.)INTO EXISTING ELEVATIONS
WITH TOPSOIL AND SOD TO TIECONTRACTOR TO FILL IN AREA
PROP. CONC. CURB
ELEV. 968.69STA. 01+59.09
TIE INTO EXIST SIDEWALK
ELEV. 968.74STA. 01+59.01
TIE INTO EXIST SIDEWALK
EXISTING 4' SIDEWALK
4'
4'
18'
3'
4. EXISTING VIA SIGN TO BE REMOVED BY VIA.
#4 BARS AT 12" IN CENTER
3. CONTRACTOR TO CONSTRUCT CONCRETE CURB WITH
CONSTRUCTION
2. CONTRACTOR TO PROTECT EXISTING TREES DURING
THE PROJECT ENGINEER AND COSA STAFF.
ACCORDANCE WITH COSA STANDARDS AND AS DIRECTED BY
1. THE CONTRACTOR SHALL INSTALL SW3P MEASURES IN
NOTE:
ON TOP OF EXISTING ASPHALTWITH 2" CONCRETE EMBANKMENT
PROP. 5" RIPRAP
407 W. RHAPSODY, SAN ANTONIO, TX., 78216
REGISTRATION NO. F-1802
(210)349-5253 (210)349-0715 WWW.GARCIAWRIGHT.COM
CITY OF SAN ANTONIO
DSGN. BY: RHG Jr CHKD. BY: RHG Jr
GARCIA & WRIGHT CONSULTING ENGINEERS,INC.
DATE: 10-15-19
DRWN. BY: ALT
ROADWAY MEDIAN PLACEMENTS
UTSA BLVD MEDIANS
PROJECT NO.: 40-00447A
SHT NO.: OF 27
100% SUBMITTAL
PUBLIC WORKS DEPARTMENT
GU
Y
PB
PB
PP
TS
P
TS
P
W
PROPOSED VIA PAD
ADA PADPROP
PROP. CONC. CURB
PROPOSED IMPROVEMENTS
LEGEND
1+00
2+00
1+25
1+50
1+75
2+25
GU
Y
PB
PB
PP
TS
P
TS
P
72755
RAUL H. GARCIA, JR.
PR
OF
ESSIONAL EN
GI
NE
ER
S
TATE OF TEX
A
S
ICENSEDL
06/09/2020
Texas Department of Transportation
C TxDOT
of this standard to other for
mats or for incorrect results or da
mages resulting fro
m its use.
kind is
made by
Tx
DO
T for any purpose
whatsoever.
Tx
DO
T assu
mes no responsibility for the conversion
The use of this standard is governed by the "
Texas
Engineering
Practice
Act".
No
warranty of any
DI
SC
LAI
ME
R:
TxDOT
I. STORMWATER POLLUTION PREVENTION-CLEAN WATER ACT SECTION 402
Nationwide Permit 14 - PCN Required
No (No further action required)
ACT SECTIONS 401 AND 404
II. WORK IN OR NEAR STREAMS, WATERBODIES AND WETLANDS CLEAN WATER
Nationwide Permit (NWP) 14 - Pre-construction Notice (PCN) not Required
sedimentation and post-project total suspended solids (TSS).
and check Best Management Practices (BMPs) planned to control erosion,
Required Actions: List waters of the US permit applies to, location in project
1.following requirements:
Schedule construction activities as needed to meet theMIGRATORY BIRD NESTS:
2.
BWTxDOT
the following permit(s):
The Contractor shall adhere to all of the terms and conditions associated with
401 Best Management Practices: (Not applicable if no USACE permit)
GAG
4. NOI required: Yes No
Note: If amount of soil disturbance changes, permit requirements may change.
epic 2015-10-09 SAT.dgn
such as, rivers, creeks, streams, or wetlands.
excavating or other work in any potential USACE jurisdictional water,
US Army Corps of Engineers (USACE) Permit required for filling, dredging,
Sedimentation Chambers
erosion and sedimentation in accordance with Item 540.
or more acres distrubed soil. Projects with any disturbed soil must protect for
Discharge Permit or Construction General Permit (CGP) required for projects with 1
Texas Pollutant Discharge Elimination System (TPDES) TXR 150000: Stormwater
Grassy Swales
beneficial landscaping, and tree/brush removal commitments.
730, 751, 752 in order to comply with requirements for invasive species,
to Construction Specification Requirements Specs 162,164, 192, 193, 506,
Preserve native vegetation to the extent practical. Contractor must adhere
Does the project involve the demolition of a span bridge?
provided with personal protective equipment appropiate for any hazardous materials used.
making workers aware of potential hazards in the workplace. Ensure that all workers are
hazardous materials by conducting safety meetings prior to beginning construction and
Comply with the Hazard Communication Act (the Act) for personnel who will be working with
OCTOBER 2015
DN: CK: DW: CK:FILE:
JOBSECT
DIST
REVISIONS
HIGHWAY
SHEET NO.
CONT
EPIC
ENVIRONMENTAL PERMITS,
ISSUES AND COMMITMENTS
1.
2.
3.
4.
Temporary Vegetation
Blankets/Matting
Mulch
Sodding
Interceptor Swale
Diversion Dike
Erosion Control Compost
Mulch Filter Berm and Socks
Compost Filter Berm and Socks
Erosion Control Compost
Mulch Filter Berm and Socks
Compost Filter Berm and Socks
Silt Fence
Rock Berm
Triangular Filter Dike
Sand Bag Berm
Straw Bale Dike
Brush Berms
Stone Outlet Sediment Traps
Sediment Basins
Vegetative Filter Strips
Retention/Irrigation Systems
Extended Detention Basin
Constructed Wetlands
Wet Basin
Erosion Control Compost
Mulch Filter Berm and Socks
Compost Filter Berm and Socks
Vegetation Lined Ditches
Sand Filter Systems
Action No.
No Action Required Required Action
III. CULTURAL RESOURCES
No Permit Required
Individual 404 Permit Required
Other Nationwide Permit Required: NWP#
Erosion Sedimentation Post-Construction TSS
VI. HAZARDOUS MATERIALS OR CONTAMINATION ISSUES
General (applies to all projects):
AND MIGRATORY BIRDS.
CRITICAL HABITAT, STATE LISTED SPECIES, CANDIDATE SPECIES
V. FEDERAL LISTED, PROPOSED THREATENED, ENDANGERED SPECIES,
No Action Required Required Action
Action No.
3.
4.
IV. VEGETATION RESOURCES
No Action Required Required Action
Action No.
No Action Required Required Action
Action No.
1.
2.
3.
4.
products which may be hazardous. Maintain product labelling as required by the Act.
compounds or additives. Provide protected storage, off bare ground and covered, for
Paints, acids, solvents, asphalt products, chemical additives, fuels and concrete curing
used on the project, which may include, but are not limited to the following categories:
Obtain and keep on-site Material Safety Data Sheets (MSDS) for all hazardous products
(includes regional issues such as Edwards Aquifer District, etc.)
Action No.
1.
No Action Required Required Action
VII. OTHER ENVIRONMENTAL ISSUES
Yes
Archeologist (210-207-5421) notified and/or the SHPO.
activities should be immediately stopped in the vicinity and the City
unidentified archeological site is encountered during construction work,
National Historic Preservation Act, as amended in 1966. If a previously
Cultural resources fall under the Antiquities Code of Texas and/or the
project, if required.
1. Ensure that a tree permit is in place for this
Arborist at 207-0278, before any work begins.
questions or concerns, please contact the City
provided in the design plan set. If there are any
2. Follow the tree preservation/mitigation plan
or before February 15.
Deterrent material should be placed (and maintained) after October 1
operations outside of the preferred nesting season.
through October 1. When practicable, schedule construction
The preferred nesting season for migratory birds is from February 15
COSA Inspector immediately.
are discovered, cease work in the immediated area, and contact the
nesting season of the birds associated with the nests. If caves or sinkholes
The work may not remove active nests from bridges and other structures during
do not disturb species or habitat and contact the COSA Inspector immediately.
If any of the listed species are observed, cease work in the immediate area,
of all product spills.
The Contractor shall be responsible for the proper containment and cleanup
in accordance with safe work practices, and contact the COSA Inspector immediately.
In the event of a spill, take actions to mitigate the spill as indicated in the MSDS,
Maintain an adequate supply of on-site spill response materials, as indicated in the MSDS.
Contact the COSA Inspector if any of the follwing are detected:
* Evidence of leaching or seepage of substances
* Undesirable smells or odors
* Trash piles, drums, canister, barrels, etc.
* Dead or distressed vegetation (not identified as normal)
with the notification.
calendar days prior to the demolition of the bridges(s) on the project to assist
of State Health Services. The contractor shall contact the Project Engineer 25
If "Yes", a pre- demolition notification must be submitted to the Texas Department
approval has been received.
feature will not be allowed to proceed until USFWS
and work within the immediate vicinity of the sensitive
the void space, consultations with the USFWS will commence
that endangered species or their habitat is present within
habitat or listed endangered species. If it is determined
permitted biologist has assessed the site for evidence of
not proceed until a US Fish and Wildlife Service (USFWS)
The construction activities near the sensitive feature may
of any sensitive features encountered during construction.
The Construction Inspector shall be immediately notified
near the sensitive feature must be suspended immediately.
discovered during construction, all construction activities
If any sensitive feature (caves, subsurface voids, etc) is
any active nests, they shall not be removed until the nests become inactive.
containing eggs and/or flightless birds) at any time of year. If there are
A. Do not remove or destroy any active migratory bird nests (nests
the structures to prevent future nest building.
and/or before nest activity begins, deterrent materials may be applied to
removed until all nests become inactive. After inactive nests are removed
B. On/in structures, if there are any active nests, they shall not be
PROJ. NO.
22 OF 2740-00447A
the COSA Inspector.
acres or more, Contractor shall submit Notice of Intent (NOI) to TCEQ and
When contractor specific locations (PSL's) increase disturbed soil are to 53.
inspector [see Ordinance No. 2014-06-19-0472, Sec. 34-805 (q)]
SW3P inspections shall be conducted by a P.E. or a certified stormwater2.
SAWS and the Engineer.
1 acre or more, Contractor shall submit Construction Site Notices (CSN) to
When Contractor project specific locations increase disturbed soil area to1.
Action No.
1.
2.
No Action Required Required Action
Hazardous Materials or Contamination Issues Specific to this Project:
2.
sidewalk work.
Contractor to refer to the WPAP notes for the UTSA/Babcock
72755
RAUL H. GARCIA, JR.
PR
OF
ESSIONAL EN
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S
TATE OF TEX
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ICENSEDL
06/09/2020
November 2019(Edward Ximenes & Bauerle)
UTSA MEDIANS
FLOW DIRECTION
S.W.P.P.P. GENERAL NOTES
LEGEND
PREVENTION PLANSTORM WATER POLLUTION
N
0 10
05
05
25
UTSA BLVD
(3 OF 3)
BA
BC
OC
K R
OA
D
18.0 LF. TOTAL
GRAVEL FILTER BAGS
VEHICULAR TRAFFIC THROUGH AND ACROSS THE CONSTRUCTION SITE.
TO REMOVE SEDIMENT WHICH HAS ACCUMULATED ON THE ROADWAY DUE TO STORM WATER FLOWS AND
3. THE CONTRACTOR SHALL CLEAN PAVED SURFACES (ADJACENT TO THE CONSTRUCTION AREAS) AS NECESSARY
CAPACITY.
AS SOON AS PRACTICABLE. REMOVE SILT, CLEAN AND REPLACE CONTROL MEASURES AT 50% OF THEIR DESIGN
DETERMINE THE CONDITION OF THE CONTROL MEASURES. SEDIMENT WILL BE REMOVED AND DEVICES REPAIRED
2. THE CONTRACTOR AND INSPECTOR WILL CONDUCT REGULAR INSPECTIONS OF THE ENTIRE PROJECT TO
CONSTRUCTION PERIODS.
TO ASSURE EFFECTIVE AND CONTINUOUS WATER POLLUTION CONTROL DURING CONSTRUCTION AND POST
SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE CONSTRUCTION CONTRACT
PROJECTS WITH GROUND DISTURBANCE OF LESS THAN 1 ACRE. THE CONTROL MEASURES CONTAINED HEREON
AND ITEM 540. COVERAGE UNDER TPDES GENERAL CONSTRUCTION PERMIT TXR150000 DOES NOT APPLY TO
DISTURBED SOIL MUST PROTECT FOR EROSION AND SEDIMENTATION IN ACCORDANCE WITH COSA ORDINANCE
1. THE AREA OF GROUND DISTURBANCE FOR THE PROJECT IS LESS THAN 1 ACRE. PROJECTS WITH ANY
6. SUBMITTAL OF A NOI AND CONSTRUCTION SITE NOTICE WILL NOT BE REQUIRED.
PROPERLY.
INSTALLATION, THE PERMANENT EROSION CONTROL MEASURES MUST CORRECT OR REDESIGN TO FUNCTION
CITY. IN THE EVENT THAT THE PERMANENT EROSION CONTROL IS INADEQUATE DUE TO IMPROPER DESIGN OR
A FINAL EROSION CONTROL INSPECTION WILL BE PERFORMED AS PART OF ACCEPTANCE OF THE PROJECT BY THE
5. UPON COMPLETION OF CONSTRUCTION AND THE INSTALLATION OF PERMANENT EROSION CONTROL METHODS,
CONTRACTOR.
(INCLUDING ENGINEERING) COSTS WILL BE DEDUCTED FROM ANY MONEYS DUE TO OR TO BECOME DUE TO THE
OUTSIDE ASSISTANCE OR USE CITY FORCES TO PROVIDE THE NECESSARY CORRECTIVE MEASURES. ALL COSTS
AND WATER POLLUTION WHICH MAY DEGRADE RECEIVING WATERS, THE ENGINEER RESERVES THE RIGHT TO EMPLOY
4. IN CASE OF FAILURE ON THE PART OF THE CONTRACTOR TO PREVENT AND CONTROL SOIL EROSION, SEDIMENTATION
2.5
(10 LF)GRAVEL FILTER BAGS
(8 LF)GRAVEL FILTER BAGS
407 W. RHAPSODY, SAN ANTONIO, TX., 78216
REGISTRATION NO. F-1802
(210)349-5253 (210)349-0715 WWW.GARCIAWRIGHT.COM
CITY OF SAN ANTONIO
DSGN. BY: RHG Jr CHKD. BY: RHG Jr
GARCIA & WRIGHT CONSULTING ENGINEERS,INC.
DATE: 10-15-19
DRWN. BY: ALT
ROADWAY MEDIAN PLACEMENTS
UTSA BLVD MEDIANS
PROJECT NO.: 40-00447A
SHT NO.: OF 27
100% SUBMITTAL
PUBLIC WORKS DEPARTMENT
GUY
PB
PB
PP
TSP
TSP
W
PROPOSED IMPROVEMENTS
1+00
2+00
1+25
1+50
1+75
2+25
GUY
PB
PB
PP
TSP
TSP
GUY
PB
PB
PP
TSP
TSP
969
969
72755
RAUL H. GARCIA, JR.
PR
OF
ESSIONAL EN
GI
NE
ER
S
TATE OF TEX
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ICENSEDL
06/09/2020
GENERAL NOTES
2. THE COARSE AGGREGATE SHOULD BE OPEN GRADED WITH A SIZE OF 4" TO 8". GENERAL NOTES
GENERAL NOTES
GENERAL NOTES
SEDIMENT CONTROL FENCE USAGE GUIDELINES
STABILIZED
DRIVEWAY
R.O.W. LINE
PAVED ROADWAY
SEE NOTE 2
SCALE : 1" = 20'
16 PENNY NAILS @ 1' ON CENTERS
SCALE : 1" = 2'
DISTURBED SOIL
FLOW
FLOW
2"
90o
SCALE : 1" = 2'
2"
90o
6"
FLOW
SCALE : 1" = 2'
SCALE : 1" = 6'
SCALE : 1" = 6'
50' MINIMUM
14'
MI
NI
MU
M
COARSE AGGREGATE
4' MINIMUM50' MINIMUM
4' MINIMUM
6 : 1 MAXIMUM6 : 1 MAXIMUM
8"
MI
NI
MU
M
RU
NO
FF
SCALE : 1" = 5'
SCALE : 1" = 5'
2' MAX.
VARIES WITH INLET LENGTH
SCALE : 1" = 5'SCALE : 1" = 5'
RUNOFF
OVERFLOW
PAVEMENT
FILTERED RUNOFF
50' MINIMUM
10" MINIMUM
10" MINIMUM
14'
MI
NI
MU
M
SCALE : 1" = 6'
4' MINIMUM50' MINIMUM
4' MINIMUM
6 : 1 MAXIMUM 6 : 1 MAXIMUM
SCALE : 1" = 6' PLANS, BUT NOT LESS THAN 50'.
1. THE LENGTH OF THE TYPE 1 CONSTRUCTION EXIT SHALL BE AS INDICATED ON THE
AS DIRECTED BY THE ENGINEER.
3. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6 : 1 AND CONSTRUCTED
ENGINEER.
CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE
4. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS
TRAPPING DEVICE.
5. THE CONSTRUCTION EXIT SHALL BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT
BY THE ENGINEER.
6. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED
PLANS, BUT NOT LESS THAN 50'.
1. THE LENGTH OF THE TYPE 2 CONSTRUCTION EXIT SHALL BE AS INDICATED ON THE
ENGINEER.
1 / 2" x 6" MIN. LAG BOLTS. OTHER FASTENERS MAY BE USED AS APPROVED BY THE
2. THE TREATED TIMBER PLANKS SHALL BE ATTACHED TO THE RAILROAD TIES WITH
LARGE AND LOOSE KNOTS.
3. THE TREATED TIMBER PLANKS SHALL BE #2 GRADE MIN., AND SHOULD BE FREE FROM
AS DIRECTED BY THE ENGINEER.
4. THE APPROACH TRANSITIONS SHOULD BE NO STEEPER THAN 6 : 1 AND CONSTRUCTED
BY THE ENGINEER.
7. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED
ENGINEER.
CONCRETE, PORTLAND CEMENT CONCRETE OR OTHER MATERIAL AS APPROVED BY THE
5. THE CONSTRUCTION EXIT FOUNDATION COURSE SHALL BE FLEXIBLE BASE, BITUMINOUS
TRAPPING DEVICE.
6. THE CONSTRUCTION EXIT SHOULD BE GRADED TO ALLOW DRAINAGE TO A SEDIMENT
LARGE AND LOOSE KNOTS.
3. THE TREATED TIMBER PLANKS SHALL BE #2 GRADE MIN., AND SHOULD BE FREE FROM
BY THE ENGINEER.
4. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED
PLANS, OR AS DIRECTED BY THE ENGINEER.
1. THE LENGTH OF THE TYPE 3 CONSTRUCTION EXIT SHALL BE AS INDICATED ON THE
LIMITS SHOWN ON THE PLANS.
STONE WITH A SIZE OF 2 TO 4 INCHES SPREAD A MINIMUM OF 4 INCHES THICK TO THE
2. THE TYPE 3 CONSTRUCTION EXIT MAY BE CONSTRUCTED FROM OPEN GRADED CRUSHED
BY THE ENGINEER.
1. THE GUIDELINES SHOWN HEREON ARE SUGGESTIONS ONLY AND MAY BE MODIFIED
FILTERED.
OFF. A 2 YEAR STORM FREQUENCY MAY BE USED TO CALCULATE THE FLOW RATE TO BE
OF A DISTURBED AREA ALONG A CONTOUR TO INTERCEPT SEDIMENT FROM OVERLAND RUN-
A SEDIMENT CONTROL FENCE MAY BE CONSTRUCTED NEAR THE DOWNSTREAM PERIMETER
EROSION FROM A DRAINAGE AREA LARGER THAN 2 ACRES.
100 GPM / FT SQUARED. SEDIMENT CONTROL FENCE IS NOT RECOMMENDED TO CONTROL
SEDIMENT CONTROL FENCE SHOULD BE SIZED TO FILTER A MAXIMUM FLOW THRU RATE OF
SOIL AREA
DISTURBED
ENDS OF WOOD SHEETS
NAILED ONTO ABUTTED
2" x 8" TREATED TIMBERS
WAFER BOARD SHEETS
PLYWOOD OR PRESSED
1 / 2" MINIMUM THICKNESS
ENDS OF WOOD SHEETS
NAILED ONTO ABUTTED
2" x 8" TREATED TIMBERS
WAFER BOARD SHEETS
PLYWOOD OR PRESSED
1 / 2" MINIMUM THICKNESS
3' MINIMUM WIDTH
FILTER FABRIC
HAND TAMP
BACKFILL &
IF IN ROCK
MINIMUM OR ANCHOR
EMBED POSTS 18"
FABRIC
WOVEN FILTER
A MINIMUM OF 6 TIMES WITH HOG RINGS.
REINFORCEMENT SHEETS OR ROLLS
CONNECT THE ENDS OF SUCCESSIVE
OPENING SIZE SHALL BE 2" x 4"
(12.5 GAUGE MINIMUM). MAXIMUM
GALVINIZED WELDED WIRE MESH
SPACING OF 15".
RINGS OR CORD AT A MAXIMUM
WELDED WIRE MESH (W.W.M.) BY HOG
FASTEN FABRIC TO TOP STRAND OF
POSTS SHALL HAVE A MINIMUM CROSS SECTION OF 1.5" x 1.5".
POSTS SHALL BE 3" MINIMUM DIAMETER OR NOMINAL 2" x 4". HARDWOOD
4' MINIMUM STEEL OR WOOD POSTS SPACED AT 6' TO 8'. SOFTWOOD
BACKFILL AND HAND TAMP.
DIRECTION. MINIMUM TRENCH SIZE SHALL BE 6" SQUARE.
APPROXIMATELY 2" ACROSS TRENCH BOTTOM IN UPSTREAM
PLACE 4" TO 6" OF FABRIC AGAINST THE TRENCH SIDE AND
T-CLIPS OR SEWN VERTICAL POCKETS FOR STEEL POSTS).
4 EVENLY SPACED STAPLES FOR WOODEN POSTS (OR 4
ATTACH THE W.W.M. AND FABRIC ON END POSTS USING
OUTSIDE EDGE OF BAG CONFIGURATION.
SIGN DETAILS. PLACE FLASHING LIGHTS AWAY FROM GUTTER, FLUSH WITH
WITH TYPE "A" FLASHING WARNING LIGHT. SEE BARRICADE CONSTRUCTION
STRADDLE GRAVEL FILTER BAGS WITH TYPE 1 BARRICADES MOUNTED
NOTE:
ON PAVEMENT OR BARE GROUND.
GRAVEL FILTERS CAN BE USED
NOTE:
DEVICE
TRAPPING
SEDIMENT
DRAIN TO
DEVICE
TRAPPING
SEDIMENT
DRAIN TO
6" MINIMUM
FOUNDATION COURSE
TRANSITION
APPROACH
TRANSITION
APPROACH
RU
NO
FF
FI
LT
ER
ED
SO THAT NO GAPS ARE EVIDENT
PLACE GRAVEL FILTER BAGS
AND 6" HIGH
(1 / 8" MESH) APPROX. 24" LONG, 12" WIDE
BURLAP BAGS OR SYNTHETIC NET BAGS
3 / 4" GRAVEL CONTAINED IN PERVIOUS
4' MAXIMUM
FACE OF CURB
DISTANCE FROM
PERPENDICULAR
(6" x 8" x 16")
CONCRETE BLOCKS
GAPS ARE EVIDENT
BAGS SO THAT NO
PLACE GRAVEL FILTER
HEIGHT) HIGH.
12" WIDE AND 6" (I.E. BLOCK
(1 / 8" MESH) APPROX. 24" LONG,
PERVIOUS SYNTHETIC NET BAGS
3 / 4" GRAVEL CONTAINED IN
AS EXPLAINED IN SPECIFICATIONS
OR AROUND ENTIRE PERIMETER
WHERE NO CURB IS IN PLACE
INSTALL END BLOCKS / BAGS
CONCRETE BLOCKS
STUD EXTENDED INTO
2" x 4" TREATED WOOD
WOOD STUD
2" x 4" TREATED
DEVICE
TRAPPING
SEDIMENT
DRAIN TO
TIMBER PLANK
2" x 10" TREATED
TIMBER PLANK
2" x 10" TREATED
8" x 10" x 8'
TYPICAL DIMENSIONS
RAILROAD TIES
6" MINIMUM
FOUNDATION COURSE
TRANSITION
APPROACH TRANSITION
APPROACH
DRWN. BY:V.VASQUEZ 26
MEASURES STANDARDS 1
WATER POLLUTION CONTROL
TEMPORARY EROSION, SEDIMENT &
CITY OF SAN ANTONIO
100% SUBMITTAL
DSGN. BY:
CONSTRUCTION EXIT - TYPE 1
CONSTRUCTION EXIT - TYPE 2
CONSTRUCTION EXIT - TYPE 3
TEMPORARY SEDIMENT CONTROL FENCE
PLAN
SECTION A-A
A A
C
C
SECTION C-C
ISOMETRIC VIEW
GRAVEL FILTER BAGS CURB INLET GRAVEL FILTER
PROFILE
PLAN
ELEVATION
PLAN
PLAN
G
G
SECTION G-G
PLAN
PROFILE
SHT NO.: OF 27RHG Jr CHKD.BY:RHG Jr
DATE:10-24-19PROJECT NO.: 40-00447A
PUBLIC WORKS DEPARTMENT
27
WPAP NOTES
407 W. RHAPSODY, SAN ANTONIO, TX., 78216
REGISTRATION NO. F-1802
(210)349-5253 (210)349-0715 WWW.GARCIAWRIGHT.COM
CITY OF SAN ANTONIO
DSGN. BY: RHG Jr CHKD. BY: RHG Jr
GARCIA & WRIGHT CONSULTING ENGINEERS,INC.
DATE: 10-15-19
DRWN. BY: ALT
ROADWAY MEDIAN PLACEMENTS
UTSA BLVD MEDIANS
PROJECT NO.: 40-00447A
SHT NO.: OF 27
100% SUBMITTAL
PUBLIC WORKS DEPARTMENT72755
RAUL H. GARCIA, JR.
PR
OF
ESSIONAL EN
GI
NE
ER
S
TATE OF TEX
A
S
ICENSEDL
06/09/2020
Application Fee FormTexas Commission on Environmental Quality
Name of Proposed Regulated Entity: Babcock Road and UTSA Boulevard
Regulated Entity location: NW Corner of intersection at Babcock Rd. and UTSA Blvd.Name of Customer: City of San Antonio. Texas
Contact Person: Crystal Benavides. P.E. Phone: (210) 349-3273
Customer Reference Number (if issued):CN 600130652
Regulated Entity Reference Number (if issued):RN __
Austin Regional Office (3373)
DHaysSan Antonio Regional Office (3362)
IK] BexarDComal
DTravis D Williamson
D Medina
D Kinney
D Uvalde
Application fees must be paid by check, certified check, or money order, payable to the Texas
Commission on Environmental Quality. Your canceled check will serve as your receipt. This
form must be submitted with your fee payment. This payment is being submitted to:
o Austin Regional Office 00 San Antonio Regional Officeo Mailed to: TCEQ- Cashier 0 Overnight Delivery to: TCEQ- Cashier
Revenues Section
Mail Code 214
P.O. Box 13088
Austin, TX 78711-3088
Site Location (Check All That Apply):
12100 Park 35 Circle
Building A, 3rd Floor
Austin, TX 78753
(512)239-0357
00 Recharge Zone o Contributing Zone D Transition Zone
Typeo/Plan Size Fee DueWater Pollution Abatement Plan, Contributing Zone
Plan: One Single Family Residential Dwelling Acres $Water Pollution Abatement Plan, Contributing Zone
Plan: Multiple Single Family Residential and Parks $.
Acres
Water Pollution Abatement Plan, Contributing Zone
Plan: Non-residential Acres $Sewage Collection System l.F. $lift Stations without sewer lines Acres $Underground or Aboveground Storage Tank Facility Tanks $Piping System(s)(only) Each $Exception 1 Each $ 500.00Extension of Time Each $
Signature: ~i.Q {~~~ Date: {p._/ 1-:;LO d-.D
1 of 2TCEQ-0574 (Rev. 02-24-15)
2 of 2TCEQ-0574 (Rev. 02-24-15)
Application Fee ScheduleTexas Commission on Environmental Quality Edwards Aquifer Protection Program 30 TAC Chapter 213 (effective 05/01/2008) Water Pollution Abatement Plans and ModificationsContributing Zone Plans and Modifications
Project Project Area in
Acres Fee One Single Family Residential Dwelling < 5 $650
Multiple Single Family Residential and Parks < 5 5 < 10
10 < 40 40 < 100
100 < 500
$1,500 $3,000 $4,000 $6,500 $8,000
$10,000 Non-residential (Commercial, industrial, institutional, multi-family residential, schools, and other sites where regulated activities will occur)
< 1 1 < 5
5 < 10 10 < 40
40 < 100
$3,000 $4,000 $5,000 $6,500 $8,000
$10,000 Organized Sewage Collection Systems and Modifications
Project Cost per Linear
Foot Minimum Fee-Maximum Fee
Sewage Collection Systems $0.50 $650 - $6,500
Underground and Aboveground Storage Tank System Facility Plans and Modifications
Project Cost per Tank or
Piping System Minimum Fee-Maximum Fee
Underground and Aboveground Storage Tank Facility $650 $650 - $6,500
Exception RequestsProject Fee
Exception Request $500
Extension of Time RequestsProject Fee
Extension of Time Request $150
TCEQ-10400 (04/20) Page 1 of 2
TCEQ Core Data Form
For detailed instructions regarding completion of this form, please read the Core Data Form Instructions or call 512-239-5175. SECTION I: General Information
1. Reason for Submission (If other is checked please describe in space provided.) New Permit, Registration or Authorization (Core Data Form should be submitted with the program application.)
Renewal (Core Data Form should be submitted with the renewal form) Other 2. Customer Reference Number (if issued) Follow this link to search
for CN or RN numbers in Central Registry**
3. Regulated Entity Reference Number (if issued)
CN 600130652 RN
SECTION II: Customer Information
4. General Customer Information 5. Effective Date for Customer Information Updates (mm/dd/yyyy)
New Customer Update to Customer Information Change in Regulated Entity Ownership Change in Legal Name (Verifiable with the Texas Secretary of State or Texas Comptroller of Public Accounts)
The Customer Name submitted here may be updated automatically based on what is current and active with the Texas Secretary of State (SOS) or Texas Comptroller of Public Accounts (CPA).
6. Customer Legal Name (If an individual, print last name first: eg: Doe, John) If new Customer, enter previous Customer below:
City of San Antonio 7. TX SOS/CPA Filing Number
8. TX State Tax ID (11 digits)
9. Federal Tax ID (9 digits)
10. DUNS Number (if applicable)
11. Type of Customer: Corporation Individual Partnership: General Limited
Government: City County Federal State Other Sole Proprietorship Other:
12. Number of Employees 0-20 21-100 101-250 251-500 501 and higher
13. Independently Owned and Operated? Yes No
14. Customer Role (Proposed or Actual) – as it relates to the Regulated Entity listed on this form. Please check one of the following
Owner Operator Owner & Operator Occupational Licensee Responsible Party Voluntary Cleanup Applicant
Other:
15. Mailing Address:
City State ZIP ZIP + 4
16. Country Mailing Information (if outside USA) 17. E-Mail Address (if applicable) 18. Telephone Number 19. Extension or Code 20. Fax Number (if applicable)
( ) - ( ) -
SECTION III: Regulated Entity Information
21. General Regulated Entity Information (If ‘New Regulated Entity” is selected below this form should be accompanied by a permit application)
New Regulated Entity Update to Regulated Entity Name Update to Regulated Entity Information
The Regulated Entity Name submitted may be updated in order to meet TCEQ Agency Data Standards (removal of organizational endings such as Inc, LP, or LLC). 22. Regulated Entity Name (Enter name of the site where the regulated action is taking place.)
Babcock Road and UTSA Boulevard
TCEQ Use Only
23. Street Address ofthe Regulated Entity:(No PO Boxes!
1 1State 1 1 ZIP 1 I ZIP+4 1City
24. County Bexarn er lyslca oca Ion escrrp"on I no s ree a ress ISprovl e .
25. Description to Along northwest corner of Babcock Rd. and UTSA Blvd. intersectionPhysical Location:
26. Nearest City State Nearest ZIP Code
San Antonio ITX 17824927. Latitude (N) In Decimal: 129.5775 28. Longitude (W) In Decimal: 198.6319Degrees Minutes Seconds Degrees Minutes Seconds
29 34' 39" 98 37' 55"
29. Primary SICCode (4 digits) 30. Secondary SICCode (4 digits)31. Primary NAICSCode 32. Secondary NAICSCode
. (5 or 6 digits) (5 or 6 digits)
1611 / /237310 I33.What is the Primary Business of this entity? (Do not repeat the StC or NAtCS description.)
Municipal Government, Public RoadP.O. Box 839966
34. Mailing
Address:City 1 San Antonio 1 State 1 TX I ZIP J 78283 I ZIP+4 1 3966
35. E·Maii Address: I36. Telephone Number 37. Extension or Code 38. Fax Number (if applicable)
(210) 207·8037 1 1 ( ) .
E t Ph . I L f 0 . f 'f t t dd 'd d
39. TCEQPrograms and 10 Numbers Check all Programs and write in the permits/registration numbers that will be affected by the updates submitted on thisform. See the Core Data Form instructions for additional guidance.
o Dam Safely o Districts ~ Edwards Aquifer o Emissions Inventory Air o Industrial Hazardous Waste
13-15020502o Municipal Solid Waste o New Source Review Air DOSSF o Petroleum Storage Tank Dpws
o Sludge o Storm Water o TitieVAir o Tires o Used Oil
o Voluntary Cleanup o Waste Water o Wastewater Agriculture o Water Rights o Other:
SECTION IV' Prenarer Information.~~me: 1Crystal Benavides, P .E. 141. Title: 1Agent42. Telephone Number 43. Ext./Code 44. Fax Number 45. E·Mail Address
(210) 349-3273 I I (210) 349-4395 I [email protected]
SECTION V: Authorized Signature46. By my signature below, I certify, to the best of my knowledge, that the information provided in this form is true and complete, and that I havesignature authority to submit this form on behalf of the entity specified in Section II, Field 6 and/or as required for the updates to the ID numbersidentified in field 39.
Company: City of San Antonio I Job Title: I Agent
Name (In Print): Crystal Benavides, P.E. Phone: ( 210 ) 349- 3273
Signature: (/tu77iJ) -1<_( ~<4.A - b -.;25"- ;tc:;LO- Date:
() -TCEQ-10400 (04/20) Page2 of2