Planning and Zoning Commission Agenda Page 1February 27, 2018

NOTICE OF MEETING OF THEPLANNING AND ZONING COMMISSION

OF BUDA, TX

7:00 PM - Tuesday, February 27, 2018121 S. Main Street

Buda, TX 78610

This notice is posted pursuant to the Texas Open Meetings Act. Notice is hereby given that a Regular Planning &Zoning Meeting of the City of Buda, TX, will be held at which time the following subjects will be discussed and maybe acted upon.

A. CALL TO ORDER

A.1. Signed agenda

PZ Agenda Signed 022718 updated.PDF

B. INVOCATION

C. PLEDGE OF ALLEGIANCE TO THE FLAGS OF THE UNITED STATES AND TEXAS PLEDGE OF ALLEGIANCE TO THE TEXAS FLAG: Honor the Texas flag; I pledge allegiance to thee, Texas, one stateunder God, one and indivisible.

D. ROLL CALL

E. PUBLIC COMMENTS At this time, comments will be take from the audience on non-agenda related topics, for a length of time not toexceed three minutes per person. To address the Planning and Zoning Commission (P&Z), please submit aCitizen's Comment Form to the City Liaison prior to the start of the meeting. No action may be taken by the P&Zduring Public Comments.

F. CONSENT AGENDA

F.1. Approval of the regular Planning and Zoning Commission meeting minutes dated February 13, 2018

F1 Minutes from 02.13.18.pdf

G. REGULAR AGENDA

G.1. Deliberation and possible action regarding the final plat of Sunfield Main Street Retail Tract 1Subdivision, being 1.140+/- acres out of the George Herder Survey No. 537, Abstract No. 239, GenerallyLocated north of Main Street and west of Campo del Sol Parkway (FP 17-38).

G1a SR022718 Sunfield Retail FP.pdf

G1b FP 17-38_Sunfield Main St Retail Tract 1_U2_BBI Rec.pdf 1

Planning and Zoning Commission Agenda Page 2February 27, 2018

G1c FP 17-38-FPlat 2-6-18.pdf

G.2. Deliberation and possible action regarding the preliminary plat of Carpenter Hill Subdivision, being +/-64.69 acres out of the Phillip J. Allen Survey, Abstract No. 31 generally located north of FM 967,northeast of Dodgen Trail (PP 17-35)

G2a SR022718 Carpenter Hill Preliminary Plat.pdf

G2b 20180223 Carpenter Hill Preliminary Plan--revised.pdf

H. STAFF REPORTS

I. COMMISSION REQUEST FOR FUTURE AGENDA ITEMS

J. ADJOURNMENT City Hall is wheelchair accessible and accessible parking spaces are available. Requests for accommodationsmust be made 48 hours prior to the meeting. Please contact City Hall at (512) 312-0084, or FAX (512) 312-1889for information or assistance.

I, the undersigned authority, do hereby certify that the above Notice of Meeting of the Planning and ZoningCommission of the City of Buda, was posted on the bulletin board in front of Buda City Hall, which is readilyaccessible to the public at all times, by 5:00 pm on DATE, 2016.

Meetings scheduled in the Council Chambers are set up to publicly broadcast meetings. You may be audio and video recorded while in this facility.Meetings scheduled in other City Facilities are set up to publicly audio record meetings. You may be audio recorded in the other City Facilities.

In accordance with Article III, Section 3.10, of the Official Code of the City of Buda, the minutes of this meeting consist of the preceding MinuteRecord and the Supplemental Minute Record. Details on meetings may be obtained from the Board Liaison, or video of the entire meeting may bedownloaded from the website. (Portions of the Supplemental Minute Record video tape recording may be distorted due to equipment malfunctionor other uncontrollable factors.)

Attendance by Other Elected or Appointed Officials: It is anticipated that members of other governmental bodies, and/or city boards,commissions and/or committees may attend the meeting in numbers that may constitute a quorum of the body, board, commission and/orcommittee. Notice is hereby given that the meeting, to the extent required by law, is also noticed as a possible meeting of the other body, board,commission and/or committee, whose members may be in attendance, if such numbers constitute a quorum. The members of the boards,commissions and/or committees may be permitted to participate in discussions on the same items listed on the agenda, which occur at themeeting, but no action will be taken by such in attendance unless such item and action is specifically provided for on an agenda for that body,board, commission or committee subject to the Texas Open Meetings Act.

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CITY OF BUDA PLANNING AND ZONING COMMISSION

MEETING MINUTES FEBRUARY 13, 2018 - 7:00 P.M.

A. CALL TO ORDER

Chair Strother called the meeting to order at 7:01 p.m.

B. INVOCATION

C. PLEDGE OF ALLEGIANCE TO THE FLAGS OF THE UNITED STATES AND TEXAS PLEDGE OF ALLEGIANCE TO THE TEXAS FLAG: Honor the Texas flag; I pledge allegiance to thee, Texas, one state under God, one and indivisible.

D. ROLL CALL Commissioner Henry Altmiller Present Commissioner Angela Britain Resigned - Relocation Commissioner E. Scott Ross Present Vice-Chair Meghan McCarthy Present Commissioner Clark Beach Present Commissioner John Ellis Absent - Excused Chair Colin Strother

Present

E. PUBLIC COMMENTS At this time, comments will be taken from the audience on non-agenda

related topics, for a length of time not to exceed three minutes per person. To address the Planning and Zoning Commission, please submit a Citizen Comment Form to the City Liaison prior to the start of the meeting. No action may be taken by the Planning and Zoning Commission during Public Comments No comments were made.

F. CONSENT AGENDA

1. Approval of the regular Planning and Zoning Commission meeting minutes dated January 9,

2018.

Commissioner Altmiller made the motion to approve the consent agenda item, seconded by Chair Strother. The motion passed 5-0.

G. REGULAR AGENDA ITEMS

1. Deliberation and possible action regarding the final plat of Canyon Wren Place Subdivision, being 5.97+/- acres out of the Philip J. Allen Survey, Abstract No. 1, generally located north of FM 967 and East of Canyon Wren Drive (FP 17-21). Chair Strother made the motion, seconded by Vice-Chair McCarthy, to approve the subdivision. The motion passed 5-0.

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2. Deliberation and possible action regarding the final plat of Sunfield Phase Three, Section Four Subdivision, being 27.385+/- acres out of the George Herder Survey No. 537, Abstract No. 239, generally located southeast of the eastern terminus of Campo del Sol Parkway (FP 17-30). Chair Strother made the motion, seconded by Commissioner Ross, to approve the subdivision. The motion passed 5-0.

H. STAFF REPORTS

The Planning & Zoning Commission may discuss any of the items under Staff Reports, but no formal action will be taken. Update regarding the activities of other city Boards and Commissions, including the Economic

Development Corporation Board. Update regarding recent and ongoing Capital Improvements Projects

I. COMMISSION REQUESTS FOR FUTURE AGENDA ITEMS

No deliberation or discussion may take place by the Commission during this agenda item. J. ADJOURNMENT

Commissioner Altmiller made a motion to adjourn the meeting, and a second was made by Vice-Chair McCarthy. Upon a unanimous vote and having no further business to consider, Chair Strother adjourned the meeting at 7:40 p.m. ATTEST:

________________________ Recording Secretary

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Planning and Zoning Commission Agenda Item Report

February 27, 2018

Contact – Chance Sparks, AICP, CNUa, Director of Planning 512-312-0084 / csparks@ci.buda.tx.us

SUBJECT: DELIBERATION AND POSSIBLE ACTION REGARDING A FINAL PLAT OF SUNFIELD MAIN STREET RETAIL TRACT 1 SUBDIVISION, BEING 1.410+/- ACRES OUT OF THE GEORGE HERDER SURVEY NO. 537, ABSTRACT NO. 239 GENERALLY LOCATED NORTH OF MAIN STREET AND WEST OF CAMPO DEL SOL PARKWAY (FP 17-38). 1. BACKGROUND/HISTORY

This is the action item for considering approval of a final plat of Sunfield Main Street Retail subdivision. The subdivision is planned as the site of a fuel station/convenience store development.

Water and sewer service is provided through the Sunfield Municipal Utility District. Hays County is responsible for road maintenance, though the City reviews and approves infrastructure plans.

2. FINDINGS/CURRENT ACTIVITY

This plat encompasses 1 lot, which is in the Buda ETJ. Hays County has reviewed the plat and all the applicant has completed all edits the county has recommended. Although the lot is shown as fronting on “Future Campo del Sol Parkway,” the Campo del Sol North final plat is currently awaiting Hays County signatures prior to recordation and should be platted before this plat is recorded.

Water service will be provided by the Sunfield MUD through Goforth SUD. Waste water service will be provided by the Sunfield MUD. The site will drain through the subdivision’s storm sewer system, releasing to Soil Conservation Service Site 10 Reservoir, which is a tributary of Plum Creek.

3. FINANCIAL IMPACT

N/A

4. ACTION OPTIONS/RECOMMENDATION Staff recommends approval of this final plat as it is consistent with the Sunfield master plan, the requirements of the Unified Development Code, and the Development Agreement.

5. ATTACHMENTS

Final Plat of Sunfield Main Street Retail Tract 1 Letter of Recommendation from BBI

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Binkley & Barfield, Inc. | Registration No. F-257 • 3901 South Lamar Boulevard, Suite 430 - Austin, Texas 78704 • Tel: 512.292.0006 | Fax: 512.292.0015 | www.BinkleyBarfield.com

February 12, 2018

Mr. Justin Kramer

Kimley-Horn

10814 Jollyville Road, Building 4, Suite 300

Austin, Texas 78759

justin.kramer@kimley-horn.com

RE: Recommendation Letter:

Sunfield Main Street Retail Tract 1 – Update 2

Main Street

Buda, Texas

(FP 17-38)

Dear Mr. Kramer:

Binkley & Barfield, Inc. (BBI) has reviewed the resubmittal for engineering compliance on behalf

of the City of Buda. BBI has determined that the resubmittal sufficiently addressed the previous

comment letter.

BBI recommends the plans be approved by the City of Buda for engineering compliance,

contingent upon approvals by all other departments and applicable agencies. Once all approvals

have been obtained, please provide one (1) original and two (2) copies of the plan set directly to

Chance Sparks, Director of Planning.

If you have any questions, please contact Mr. Sparks directly. Thank you.

Sincerely,

BINKLEY & BARFIELD, INC. Consulting Engineers

Rey Gonzalez, P.E. cc: Chance Sparks (City of Buda) David Fowler (City of Buda) John Nett, P.E. (City of Buda) Brian Rice, P.E. (BBI) Project file: 202700/Plan Review/2.08/2017

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Planning and Zoning Commission Agenda Item Report

February 27, 2018

Contact – Chance Sparks, AICP, CNU-A, Assistant City Manager 512-312-5745 / csparks@ci.buda.tx.us

SUBJECT: DELIBERATION AND POSSIBLE ACTION REGARDING THE PRELIMINARY PLAT OF CARPENTER HILL SUBDIVISION, BEING +/- 64.69 ACRES OUT OF THE PHILLIP J. ALLEN SURVEY, ABSTRACT NO. 31 GENERALLY LOCATED NORTH OF FM 967, NORTHEAST OF DODGEN TRAIL (PP 17-35). 1. BACKGROUND/HISTORY

This is the action item for considering approval of the preliminary plat of Carpenter Hill Subdivision. Water and sewer service would be provided through the City of Buda. The City would be responsible for road maintenance. The City Council approved the Carpenter Hill Development Agreement on February 6, 2018.

2. FINDINGS/CURRENT ACTIVITY Carpenter Hill Subdivision covers 64.69 acres. The plat contains 207 residential lots on 41.91 acres. The subdivision also includes a commercial area of 6.61 acres. This commercial area is currently shown as two lots, but may be subdivided into additional lots based upon the needs of prospective businesses. The remaining 16.17 acres is divided between right-of-way and open space/drainage. The subdivision is divided into seven sections, which may be platted separately. Regulatory Environment The plat site is not currently within the city limits, but the site would be annexed prior to connection to city services. It is, however, subject to a development agreement approved in February by the City Council following a January recommendation from the Planning & Zoning Commission which regulates it as though it was inside the city limits. The intended zoning of the site is R-3 for the residential sections of the plat and B-2 for the commercial area. The R-3 district has a minimum lot size of 6,000 square feet, with a minimum width of 55 feet for interior lots, and 60 feet for corner lots. Minimum lot depth in the R-3 district is 100 feet. R-3 requires 20’ front & rear setbacks, 7.5’ interior side setbacks and 10’ corner side setbacks. These side setbacks are 50% wider than required in the prior UDC, and 50% wider than what is found in Garlic Creek, Elm Grove & Whispering Hollow. The subdivision is subject to the residential architectural standards adopted in the 2017 Buda UDC. The approved development agreement allows for 14 lots to be 50’ in width, and also allows three blocks to exceed 12 lots on their respective block faces. These narrower lots

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must still meet the setbacks. These longer blocks are allowed to extend to up to 1,100 feet, exceeding the city’s usual maximum of 800 feet but still substantially less than what was allowed in the prior UDC. This was a significant part of the Development Agreement negotiation in order to maximize implementation of other new UDC elements. Streets & Connectivity The plat is bound by FM 967 (80’ ROW) on the southern end of the property. “Street A,” to be named at final platting, is proposed as a 60’ ROW collector street. The other streets within the subdivision would be local streets with 50’ rights-of-way. The plat shows two street connections and five stub streets, including the construction of the street connection to the Buda Sportsplex. The stub streets in particular will help promote the orderly subdivision of surrounding land in the future with appropriate connectivity. The connectivity ratio for the proposed subdivision is 1.6875, which exceeds the City’s 1.6 connectivity ratio requirement for new subdivisions.

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The traffic impact analysis (TIA)/TxDOT driveway analysis contained recommendations to add deceleration lanes and a center turn lane. The TIA was performed by the same traffic engineer that performed the TIA for the nearby school district project, allowing for improved coordination. Due to the improvements related to both projects, the school district as well as this developer are funding improvements. Generally, TxDOT requires projects involving alteration within the current roadway (such as a center turn lane) to contribute funds so TxDOT can perform the project rather than allowing a private developer to do so. This has to do with TxDOT’s expertise and the liability involved in a private player making improvements in an active corridor. This amount is being finalized, but TxDOT will withhold the driveway permit until the matter is settled. Stormwater & Water Quality Management This project is located near the headwaters of Garlic Creek, with all stormwater ultimately discharging to the Garlic Creek watershed. As a general rule, stormwater facilities ‘high’ in a watershed tend to be larger than those of an equal project found lower in a watershed. This is because detention high in a watershed is more beneficial (holds back stormwater peaks), whereas lower in a watershed there is a need to “beat the peak” (to push stormwater out before upstream flows arrive). This is analyzed through dynamic hydraulic & hydrologic analysis models. This reveals total flows, the timing of those flows, the peak of those flows (and how long the peak lasts & when the peak occurs), among other factors on the basis of certain key storm thresholds (5, 10, 25 & 100 year storm events). These are then used to inform the design of the stormwater conveyance system within a project as well as the sizing & placement of detention & retention facilities. This data is also used to evaluate upstream & downstream conveyance & capacity to determine any need for off-site alterations and to verify no negative impact upstream or downstream. This data is sealed by a registered professional engineer, and is analyzed by the City (its 3rd party engineer) for assurance of proper process, assumptions & calculations. The analysis is summarized on the drainage sheets of the Preliminary Plan. Carpenter Hill is unique in that it is a complete hilltop, with flows going in every direction (but ultimately to Garlic Creek). This results in four separate water quality & detention pond facilities. All stormwater within the development is conveyed to these ponds via underground stormwater pipe. The ponds then discharge, based on the analysis described above, into existing natural & improved conveyances. This discharge is designed to match conditions prior to development. Municipal UDC requirements as well as TCEQ requirements (due to location in contributing and/or recharge zone) pertaining to the water quality treatment of storm water apply to this project. The facilities proposed comply with these requirements. Such facilities must comply with the Engineering Criteria Manual or LCRA’s Non-Point Source Pollution Control Technical Manual. Water quality control must isolate and treat the water draining to the control from the contributing area and result in 80% reduction in total suspended solids and total phosphorous resulting from the development activity. The required reduction is applied only to the incremental increase in pollutant load caused by the development. Generally, these facilities capture & treat the volume of the first ½ inch of runoff or the 2-year storm event, whichever is greater. This is commonly called treating the “first flush” of a storm. The facilities must also avoid any recharge features, environmental features or buffer zones around such features. The ponds & conveyance facilities are dedicated to the City for maintenance, with the UDC requiring developer payment of a certain amount to address maintenance needs.

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Parks

At its February 21, 2018 meeting the City of Buda Parks and Recreation Commission recommended approval of the proposed parkland dedication and fee-in-lieu agreement. This agreement would conserve 1.10 acres of land to create a HOA-maintained park, the restoration of a historic log cabin, acquisition of land and construction to create a roadway connection to the Buda Sportsplex, and a $35,000 fee-in-lieu payment. The Planning & Zoning Commission may recall this open space being discussed with the Development Agreement, and subsequently being included in the Development Agreement. The right-of-way acquisition from HCISD alone (a 30’ strip alongside the existing 30’ strip already owned by the City), not including the cost for the developer to construct the road & pedestrian improvements, is $142,300.

3. FINANCIAL IMPACT

Each house constructed will incur fees totaling $9,347, which includes the $3,595 water impact fee and the $3,515 wastewater impact fee, as well as associated building permit & tap fees. As a result, the 207 homes will produce at least $1,934,829 ($1,471,770 of which is w/ww impact fees) in fees over the life of the project. Commercial development will also incur fees, but those vary based on the particular needs & size of each project. Fees will also be collected for each site development permit and final plat. The developer, over the course of the project, will pay $35,000 ($169.08 per unit) in fee-in-lieu for parkland, and will meet the remaining obligation through preservation of private open space, provision of critical connections to existing facilities and the value of preserving historic facilities. This approach does not result in an increase in operations & maintenance while also maintaining the City’s goal for all homes to be within a 5-minute walk of parks/open space.

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4. ACTION OPTIONS/RECOMMENDATION Staff recommends the Commission consider a recommendation for approval as presented, given consistency with the UDC as well as the applicable development agreement.

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SWE PROJECT # 0734-001-17

PRELIMINARY PLAN

CARPENTER HILL SUBDIVISIONBUDA, HAYS COUNTY, TEXAS

SEPTEMBER 2017

FOR

LEGAL DESCRIPTION:

ALL OF THE CERTAIN TRACT CONTAINING 1.000 ACRES SITUATED IN THE PHILLIP J. ALLEN SURVEY, ALL OF

THE CERTAIN TRACT CONTAINING 3.215 ACRES SITUATED IN THE PHILLIP J. ALLEN SURVEY, ALL OF THE

CERTAIN TRACT CONTAINING 18.47 ACRES SITUATED IN THE PHILLIP J. ALLEN SURVEY, ALL OF THE CERTAIN

TRACT CONTAINING 17.47 ACRES SITUATED IN THE PHILLIP J. ALLEN SURVEY, AND ALL OF THE CERTAIN

TRACT OF LAND CONTAINING 1.127 ACRES SITUATED IN THE PHILLIP J. ALLEN SURVEY, ABSTRACT NO. 31,

HAYS COUNTY, TEXAS.

FLOODPLAIN STATUS

NO PORTION OF THIS 64.69 ACRE TRACT IS WITHIN THE 100 YEAR FLOODPLAIN PER THE

FEDERAL FLOOD INSURANCE ADMINISTRATION FIRM MAP NO. 48209C0260F, PANEL 260 OF 495

FOR HAYS COUNTY-TEXAS, DATED SEPTEMBER 2, 2005.

SHEET 1 OF 12

OWNER/DEVELOPER INFORMATION

BRANDON NAMKEN

C-RAY DEVELOPMENT GROUP

237 OAKWOOD

NEW BRAUNFELS, TX 78130

VICINITY MAP

CORRECTION / REVISION

CIVIL ENGINEER

TRAVIS FLAKE (SOUTHWEST ENGINEERS)

112 CIMMARON PARK LOOP, SUITE A

BUDA, TX 78610

PHONE: (512) 312-4336

EMAIL: TRAVIS.FLAKE@SWENGINEERS.COM

GENERAL NOTES:

1. THIS SUBDIVISION IS TO BE SERVICED BY:

WATER: CITY OF BUDA

WASTEWATER: CITY OF BUDA

ELECTRIC: PEC

2. THIS SITE WILL BE ANNEXED INTO THE CITY OF BUDA FULL PURPOSE JURISDICTION.

3. NO STRUCTURES OR LAND USE THAT NEGATIVELY IMPACTS STORM WATER DRAINAGE OR STORM WATER DETENTION SHALL BE PERMITTED IN AREAS DESIGNATED AS

PONDS, DRAINAGE EASEMENTS OR DETENTION AREAS. NO LAND DISTURBANCE ALLOWED BY HOMEOWNERS WITHIN DRAINAGE EASEMENT.

4. ALL DRAINAGE EASEMENTS SHALL BE FREE OF CONSTRUCTION OR ANY TYPE OF OBSTRUCTION INCLUDING BUT NOT LIMITED TO BUILDINGS, FENCES, LANDSCAPING

OR OTHER STRUCTURES, EXCEPT AS APPROVED BY THE CITY OF BUDA.

5. PROPERTY OWNERS AND/OR HIS/HER ASSIGNS SHALL PROVIDE ACCESS TO DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY THE

CITY OF BUDA.

6. NO LOT IN THIS SUBDIVISION SHALL BE OCCUPIED UNTIL CONNECTED TO THE APPROVED WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION FACILITIES.

7. DRAINAGE EASEMENTS AND STORM WATER DETENTION FACILITIES SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNER. MAINTENANCE SHALL CONSIST OF

ESTABLISHING AND MAINTAINING REVEGETATION WITHIN THESE EASEMENTS AND MOWING EASEMENTS TWICE A YEAR. PROPERTY OWNER AND THEIR ASSIGNS SHALL

PROVIDE ACCESS TO DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY CITY OF BUDA REPRESENTATIVES.

8. DISCHARGE FROM ANY DETENTION POND OUTFALL OR STORM DRAIN OUTFALL MAY REQUIRE AN OFFSITE DRAINAGE EASEMENT TO ACCOMODATE THE FLOW. IF AN

OFFSITE DRAINAGE EASEMENT IS REQUIRED, A STUDY SHALL BE MADE OF THE OFF-SITE PROPERTY TO DETERMINE THE SIZE OF THE DRAINAGE EASEMENT TO

ACCOMODATE FLOW.

9 ACCEPTANCE OF THE DRAINAGE FEATURES IDENTIFIED ON THE PRELIMINARY PLAN ARE SUBJECT TO CHANGE DURING THE FINAL PLAN PROCESS AND DO NOT

CONSTITUTE SUBSEQUENT APPROVAL OF SAME. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL DATA OR STUDIES TO ENSURE COMPLIANCE WITH THE CITY

OF BUDA SUBDIVISION AND LAND REGULATIONS, DRAINAGE DESIGN CRITERIA AND COMPREHENSIVE MASTER DRAINAGE PLAN.

TRAVIS FLAKE , P.E.

PREPARED BY:

DATE

SURVEYOR INFORMATION

SPOT ON SURVEYING

SCOTT HAHN

614 JERRYS LANE

BUDA, TEXAS 78610

NO. DESCRIPTION

REVISE (R)

ADD (A)

VOID (V)

SHEET NO.'S

TOTAL

SHEETS IN

PLAN SET

NET

CHANGE

IPM.

COVER

SITE IMP.

COVER

% SITE

IMP.

COVER

APPROVED

DATE

IMAGED

DATE

PROJECT DATA

SUBDIVISION PLAT NUMBER: ________________

SUBMITTAL DATE: 09/15/17

PROJECT ADDRESS: FM 967

USE: SINGLE FAMILY RESIDENTIAL/ COMMERCIAL

EDWARDS AQUIFER

A PORTION OF THIS TRACT IS LOCATED WITHIN THE TEXAS COMMISSION ON ENVIRONMENTAL

QUALITY (TCEQ) EDWARDS AQUIFER RECHARGE ZONE WITH THE REMAINDER WITHIN THE

CONTRIBUTING ZONE.

2/23/18

CITY OF BUDA

CITY LIMITS

PROJECT

LOCATION

Sheet List Table

Sheet Number Sheet Title

1 COVER SHEET

2 PRELIMINARY PLAN

3 EXISTING CONDITIONS PLAN

4 SLOPE MAP

5 UTILITY PLAN A

6 UTILITY PLAN B

7 UTILITY PLAN C

8 EXISTING DRAINAGE AREA MAP

9 OVERALL PROPOSED DRAINAGE AREA MAP

10 DRAINAGE PLAN A

11 DRAINAGE PLAN B

12 DRAINAGE PLAN C

16

5

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.

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.

W

,

CEM

ETARY

20.00" P.U

.E.

VARIABLE W

ID

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P.U

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EXISTING CHANNEL CENTERLINE

20' W

.E.

SM

H

UP

UP

SM

H

SM

H

SM

H

EXISTING 8" SEWER

E

X

I

S

T

I

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G

8

"

S

E

W

E

R

EXISTING 6" FORCE MAIN

EXISTING 6" FORCE MAIN

EXISTIN

G 8" SEW

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EXISTIN

G W

ATER M

AIN

E

X

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T

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G

W

A

T

E

R

M

A

IN

S

T

R

E

E

T

A

(6

0

' R

O

W

)

STREET B (50' ROW)

ST

RE

ET

F

(50' R

OW

)

ST

RE

ET

E

(50' R

OW

)

ST

RE

ET

C

(50' R

OW

)

217,246 SQ FT

4.99 AC.

1

43,701 SQ FT

1.00 AC.

2

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

8,293 SQ FT

0.19 AC.

9

3,135 SQ FT

0.07 AC.

4

7,150 SQ FT

0.16 A

C

.

1

7,427 SQ FT

0.17 AC.

8

7,064 SQ FT

0.16 AC.

10

9,098 SQ FT

0.21 AC.

5

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

8

7,208 SQ FT

0.17 AC.

9

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

7

9,201 SQ FT

0.21 AC.

6

7,149 SQ FT

0.16 AC.

7

7,149 SQ FT

0.16 AC.

8

7,149 SQ FT

0.16 A

C

.

9

9,293 SQ FT

0.21 AC.

1

7,150 SQ FT

0.16 AC.

6

7,752 SQ FT

0.18 AC.

7

22,889 SQ FT

0.53 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,179 SQ FT

0.16 AC.

4

7,202 SQ FT

0.17 AC.

7

7,762 SQ FT

0.18 AC.

1

7,165 SQ FT

0.16 AC.

2

7,171 SQ FT

0.16 AC.

3

7,187 SQ FT

0.16 AC.

5

7,195 SQ FT

0.17 AC.

6

22,414 SQ FT

0.51 AC.

8

10,312 SQ FT

0.24 A

C

.

2

7,158 SQ FT

0.16 AC.

2

7,755 SQ FT

0.18 A

C

.

4

9,633 SQ FT

0.22 AC.

1

9,439 SQ FT

0.22 A

C

.

1

7,876 SQ FT

0.18 AC.

4

8,601 SQ FT

0.20 AC.

2

7,502 SQ FT

0.17 A

C

.

3

8,256 SQ FT

0.19 AC.

5

7,158 SQ FT

0.16 AC.

4

7,089 SQ FT

0.16 AC.

5

13,972 SQ FT

0.32 AC.

6

7,150 SQ FT

0.16 A

C

.

1

10,208 SQ FT

0.23 AC.

3

7,150 SQ FT

0.16 AC.

2

9,908 SQ FT

0.23 AC.

1

8,485 SQ FT

0.19 AC.

3

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 A

C

.

3

7,151 SQ FT

0.16 AC.

3

8,348 SQ FT

0.19 A

C

.

2

7,096 SQ FT

0.16 AC.

1

8,418 SQ FT

0.19 A

C

.

1

7,086 SQ FT

0.16 AC.

2

19,683 SQ FT

0.45 A

C

.

4

8,886 SQ FT

0.20 AC.

5

8,509 SQ FT

0.20 AC.

6

7,376 SQ FT

0.17 AC.

7

12,382 SQ FT

0.28 AC.

8

13,071 SQ FT

0.30 AC.

3

8,476 SQ FT

0.19 AC.

4

8,491 SQ FT

0.19 AC.

3

8,460 SQ FT

0.19 AC.

5

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,751 SQ FT

0.18 AC.

1

13,142 SQ FT

0.30 AC.

1

8,090 SQ FT

0.19 AC.

4

7,421 SQ FT

0.17 AC.

2

8,165 SQ FT

0.19 AC.

3

8,234 SQ FT

0.19 AC.

1

7,150 SQ FT

0.16 AC.

4

8,509 SQ FT

0.20 AC.

2

6,516 SQ FT

0.15 AC.

3

6,516 SQ FT

0.15 AC.

2

7,117 SQ FT

0.16 AC.

1

6,859 SQ FT

0.16 AC.

5

6,558 SQ FT

0.15 AC.

4

13,562 SQ FT

0.31 AC.

6

6,486 SQ FT

0.15 AC.

3

6,486 SQ FT

0.15 AC.

4

7,135 SQ FT

0.16 AC.

5

7,135 SQ FT

0.16 AC.

6

8,624 SQ FT

0.20 AC.

7

7,089 SQ FT

0.16 AC.

1

6,486 SQ FT

0.15 AC.

2

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 A

C

.

12

7,150 SQ FT

0.16 A

C

.

10

7,150 SQ FT

0.16 AC.

11

8,016 SQ FT

0.18 AC.

13

7,144 SQ FT

0.16 AC.

2

7,149 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 A

C

.

2

9,257 SQ FT

0.21 AC.

6

8,466 SQ FT

0.19 AC.

1

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

3

7,169 SQ FT

0.16 AC.

2

7,217 SQ FT

0.17 AC.

1

7,266 SQ FT

0.17 AC.

1

7,314 SQ FT

0.17 AC.

2

7,848 SQ FT

0.18 AC.

3

7,257 SQ FT

0.17 AC.

11

7,254 SQ FT

0.17 AC.

10

7,149 SQ FT

0.16 AC.

8

7,172 SQ FT

0.16 AC.

3

7,157 SQ FT

0.16 AC.

2

7,761 SQ FT

0.18 AC.

1

9,608 SQ FT

0.22 AC.

7

7,214 SQ FT

0.17 AC.

6

7,200 SQ FT

0.17 AC.

5

7,186 SQ FT

0.16 AC.

4

7,746 SQ FT

0.18 AC.

1

7,089 SQ FT

0.16 AC.

6

7,145 SQ FT

0.16 A

C

.

2

7,131 SQ FT

0.16 AC.

3

7,117 SQ FT

0.16 AC.

4

7,103 SQ FT

0.16 AC.

5

7,985 SQ FT

0.18 AC.

7

12,917 SQ FT

0.30 AC.

2

7,545 SQ FT

0.17 AC.

1

7,190 SQ FT

0.17 AC.

4

7,190 SQ FT

0.17 AC.

3

7,922 SQ FT

0.18 AC.

1

12,012 SQ FT

0.28 A

C

.

1

7,423 SQ FT

0.17 AC.

5

6,929 SQ FT

0.16 AC.

4

6,929 SQ FT

0.16 AC.

3

6,929 SQ FT

0.16 AC.

2

7,844 SQ FT

0.18 AC.

2

11,933 SQ FT

0.27 AC.

5

9,830 SQ FT

0.23 AC.

4

7,150 SQ FT

0.16 AC.

2

8,649 SQ FT

0.20 A

C

.

1

8,443 SQ FT

0.19 AC.

5

7,399 SQ FT

0.17 AC.

4

7,151 SQ FT

0.16 AC.

3

7,154 SQ FT

0.16 AC.

2

7,156 SQ FT

0.16 AC.

1

7,151 SQ FT

0.16 AC.

3

7,170 SQ FT

0.16 AC.

9

9,029 SQ FT

0.21 AC.

6

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC.

8

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

11

7,150 SQ FT

0.16 AC.

10

7,150 SQ FT

0.16 AC.

9

7,150 SQ FT

0.16 AC.

8

7,151 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

4

7,859 SQ FT

0.18 AC.

6

7,150 SQ FT

0.16 AC.

3

10,117 SQ FT

0.23 AC.

1

47,867 SQ FT

1.10 AC.

3

11,006 SQ FT

0.25 AC.

1

29,191 SQ FT

0.67 AC.

2

8,434 SQ FT

0.19 AC.

5

8,535 SQ FT

0.20 A

C

.

4

13,088 SQ FT

0.30 AC.

6

C

1

C

2

C

3

C

1

3

4

C

6

C

7

C

8

C

9

C

1

0

C

1

1

C

1

2

C

1

3

C

1

4

C

1

5

C

1

6

C

1

7

C

1

8

C

1

9

C

2

0

C

2

1

C

2

2

C

2

3

C24

C

2

5

C

2

6

C

2

7

C28

C

2

9

C

3

0

C

3

1

C

3

2

C

3

3

C

3

5

C

3

8

C

4

0

C

4

4

C45

C

4

6

C

4

7

C

4

8

C

4

9

C

5

0

C51

C

52

C53

C54

C

5

5

C

56

C57

C58

C59

C

6

0

C

6

1

C

6

2

C

6

3

C

6

4

C65

C66

C

6

7

C

6

8

C

6

9

C

7

0

C

7

1

C

7

2

C

7

4

C75

C

7

6

C

7

7

C

7

8

C

7

9

C80

C

81

C82

C

8

3

C84

C

8

5

C

8

6

C

87

C

8

8

C

8

9

C

9

0

C

9

1

C

9

2

C9

3

C

9

4

C

9

5

C

9

6

C

9

7

C

9

8

C99

C

1

0

0

C

1

0

1

C

1

0

2

C

103

C

1

0

4

C

1

0

5

C

1

0

6

C

1

0

7

C

1

0

8

C

1

0

9

C

1

1

0

C

1

1

1

C

112

C

1

1

3

L

L

L

L

L

L

L

L

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

7,257 SQ FT

0.17 AC.

12

7,146 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

8

7,150 SQ FT

0.16 AC.

9

C

1

1

4

143,570 SQ FT

3.30 AC.

1

ST

RE

ET

J (50' R

OW

)

7,956 SQ FT

0.18 AC.

14

7,187 SQ FT

0.16 AC.

13

7,456 SQ FT

0.17 AC.

1

7,417 SQ FT

0.17 AC.

2

C115

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,771 SQ FT

0.18 AC.

12

7,153 SQ FT

0.16 AC.

11

C

1

1

6

7,725 SQ FT

0.18 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

C

121

C122

7,150 SQ FT

0.16 A

C

.

2

7,752 SQ FT

0.18 AC.

1

9,652 SQ FT

0.22 AC.

15

C

1

2

5

C

1

2

6

16,412 SQ FT

0.38 AC.

3

11,181 SQ FT

0.26 AC.

1

9,131 SQ FT

0.21 AC.

2

C

1

2

7

C

1

2

8

C

1

2

9

10,408 SQ FT

0.24 AC.

1

7,153 SQ FT

0.16 A

C

.

2

7,154 SQ FT

0.16 AC.

3

7,148 SQ FT

0.16 AC.

4

8,789 SQ FT

0.20 AC.

5

7,160 SQ FT

0.16 AC.

1

C

133

99,111 SQ FT

2.28 AC.

1

31,110 SQ FT

0.71 AC.

2

2,974 SQ FT

0.07 AC.

3

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

S

T

R

E

E

T

D

(

5

0

'

R

O

W

)

ST

RE

ET

A

(60' R

OW

)

C

1

3

5

SECTION 1A

SECTION 4

SECTION 1B

B

L

O

C

K

A

B

L

O

C

K

B

BLOCK B

BLO

CK

D

BLOCK A

BLOCK C

BLO

CK

F

BLO

CK

E

BLO

CK

C

BLOCK E

BLOCK C

BLOCK A

TCEQ RECHARGE ZONE

BLOCK H

BLOCK I

B

L

O

C

K

A

BLOCK D

BLOCK A

BLOCK H

BLO

CK

F

B

L

O

C

K

F

SECTION 6

BLOCK E

BLO

CK

C

BLOCK B

BLOCK D

BLO

CK

F

BLO

CK

E

BLO

CK

D

BLOCK B

WQ/DET.

POND

LOT

WQ/DET.

POND

LOT

SECTION 3

SECTION 5

BLO

CK

C

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EASEMENT LINE

LOT LABEL

100 YR FLOOD PLAIN

LOT LINE

APPROX. DRAINAGE CENTERLINE

TOTAL AREA SQ FT

TOTAL AREA ACRES

(BUILDING AREA ACRES)

LOT #

BUILDING AREA IS CALCULATED AS THE TOTAL AREA OF A LOT NOT INCLUDING DRAINAGE

EASEMENT, FLOODPLAIN, OR GRADES STEEPER THAN 10%.

EXISTING CITY OF BUDA

CITY LIMIT

PRELIMINARY PLAN

Curve Table

Curve #

C1

C2

C3

C6

C7

C8

C9

C10

C11

C12

C13

C14

C15

C16

C17

C18

C19

C20

C21

C22

Length

37.39

87.71

55.28

25.29

84.76

90.40

84.63

23.56

23.56

23.56

23.46

50.55

38.23

12.54

15.12

62.26

62.26

51.33

68.56

59.54

Radius

470.13

470.13

470.13

100.00

266.70

266.70

266.70

15.00

15.00

15.00

15.00

75.36

75.36

75.36

15.00

60.00

60.00

60.00

60.00

60.00

Delta

4.56

10.69

6.74

14.49

18.21

19.42

18.18

90.00

90.00

90.00

89.61

38.43

29.07

9.53

57.77

59.45

59.45

49.02

65.47

56.86

Chord Direction

N10° 51' 48"E

N18° 29' 10"E

N27° 11' 57"E

N64° 38' 39"W

N41° 43' 04"E

N60° 31' 56"E

N79° 19' 58"E

S46° 12' 13"E

N43° 47' 47"E

N46° 12' 13"W

S43° 35' 59"W

S68° 48' 48"W

S35° 03' 45"W

S15° 45' 40"W

S40° 15' 08"W

S38° 33' 27"W

S38° 33' 27"W

S15° 40' 38"E

N43° 11' 29"E

N17° 58' 19"W

Chord Length

37.38

87.58

55.25

25.22

84.40

89.97

84.28

21.21

21.21

21.21

21.14

49.61

37.82

12.52

14.49

59.50

59.50

49.78

64.89

57.13

Curve Table

Curve #

C23

C24

C25

C26

C27

C28

C29

C30

C31

C32

C33

C35

C38

C40

C44

C45

C46

C47

C48

C49

Length

0.42

14.70

33.61

23.66

23.56

52.51

55.07

77.20

93.08

45.97

22.28

170.29

66.90

40.58

21.99

16.97

52.41

55.76

48.55

55.17

Radius

15.00

15.00

25.00

15.00

15.00

317.20

326.58

454.12

454.12

326.58

15.00

454.12

60.00

385.00

15.00

195.18

195.18

195.18

205.00

205.00

Delta

1.61

56.16

77.04

90.39

90.00

9.48

9.66

9.74

11.74

8.06

85.10

21.49

63.89

6.04

84.01

4.98

15.38

16.37

13.57

15.42

Chord Direction

N45° 35' 54"W

N16° 42' 50"W

N49° 53' 07"E

S46° 24' 01"E

S43° 47' 47"W

S83° 49' 37"W

S74° 18' 50"W

N74° 22' 58"E

N63° 38' 25"E

S65° 27' 04"W

N77° 44' 33"W

S68° 30' 39"W

S72° 07' 49"E

N38° 12' 43"W

S46° 56' 42"W

S87° 32' 58"W

S77° 21' 57"W

S61° 29' 24"W

S38° 40' 59"W

S24° 11' 18"W

Chord Length

0.42

14.12

31.14

21.29

21.21

52.45

55.00

77.11

92.92

45.93

20.29

169.29

63.49

40.56

20.08

16.97

52.25

55.57

48.44

55.00

Curve Table

Curve #

C50

C51

C52

C53

C54

C55

C56

C57

C58

C59

C60

C61

C62

C63

C64

C65

C66

C67

C68

C69

Length

55.16

3.67

54.80

54.80

51.98

8.05

20.55

55.40

55.20

13.67

24.21

26.18

22.92

20.91

55.05

0.38

2.37

47.96

55.05

2.64

Radius

205.00

205.00

285.06

285.06

395.00

395.00

520.00

322.20

520.00

520.00

15.00

15.00

15.00

15.00

378.60

25.00

155.00

508.60

378.60

508.60

Delta

15.42

1.03

11.02

11.02

7.54

1.17

2.26

9.85

6.08

1.51

92.47

100.00

87.53

79.89

8.33

0.88

0.88

5.40

8.33

0.30

Chord Direction

S8° 46' 14"W

S0° 32' 58"W

N5° 32' 39"E

N5° 32' 39"E

S3° 48' 24"W

S8° 09' 38"W

N7° 36' 44"E

S5° 12' 30"W

N3° 26' 21"E

N0° 21' 18"W

S44° 15' 07"W

S39° 30' 46"E

N45° 44' 53"W

S50° 32' 39"W

S13° 22' 19"W

S1° 32' 45"E

N1° 32' 45"W

N16° 06' 33"E

S13° 22' 19"W

S18° 57' 34"W

Chord Length

54.99

3.67

54.72

54.72

51.95

8.05

20.54

55.34

55.17

13.67

21.67

22.98

20.75

19.26

55.00

0.38

2.37

47.94

55.00

2.64

Curve Table

Curve #

C70

C71

C72

C74

C75

C76

C77

C78

C79

C80

C81

C82

C83

C84

C85

C86

C87

C88

C89

C90

Length

59.14

46.94

59.40

28.33

60.68

26.64

37.78

69.43

69.61

28.95

29.51

67.63

20.59

27.90

19.89

55.02

21.82

32.49

37.35

94.20

Radius

508.60

508.60

378.60

378.60

60.05

15.00

60.05

60.05

60.05

340.00

340.00

445.00

60.05

65.00

65.00

322.45

15.00

322.45

335.05

335.05

Delta

6.66

5.29

8.99

4.29

57.89

101.77

36.05

66.24

66.41

4.88

4.97

8.71

19.64

24.59

17.53

9.78

83.34

5.77

6.39

16.11

Chord Direction

S22° 26' 22"W

N28° 24' 53"E

S22° 01' 55"W

S28° 40' 12"W

N85° 49' 38"E

N71° 43' 02"E

N38° 51' 27"E

S32° 06' 22"E

S34° 13' 10"W

N1° 19' 52"E

N6° 15' 26"E

N4° 23' 25"E

S77° 14' 48"W

N87° 13' 46"W

N66° 09' 58"W

S37° 40' 03"W

S6° 28' 42"W

S45° 26' 30"W

S38° 23' 28"E

S49° 38' 23"E

Chord Length

59.11

46.93

59.34

28.32

58.13

23.28

37.16

65.63

65.78

28.94

29.51

67.56

20.49

27.69

19.81

54.95

19.95

32.47

37.33

93.89

Curve Table

Curve #

C91

C92

C93

C94

C95

C96

C97

C98

C99

C100

C101

C102

C103

C104

C105

C106

C107

C108

C109

C110

Length

95.22

90.23

10.00

23.26

40.27

38.73

22.08

50.73

46.01

23.86

23.26

25.15

15.32

21.98

23.86

23.26

25.15

89.18

27.23

21.98

Radius

335.05

335.05

335.05

15.00

385.00

155.00

15.00

385.00

385.00

15.00

15.00

15.00

155.00

15.00

15.00

15.00

15.00

157.78

15.00

15.00

Delta

16.28

15.43

1.71

88.85

5.99

14.32

84.36

7.55

6.85

91.15

88.85

96.05

5.66

83.95

91.15

88.85

96.05

32.38

104.00

83.95

Chord Direction

S65° 50' 12"E

S81° 41' 36"E

N89° 44' 13"E

N44° 27' 41"E

N73° 43' 12"W

S17° 45' 40"W

S67° 05' 54"W

N80° 29' 28"W

N87° 41' 23"W

N45° 32' 19"W

N44° 27' 41"E

S43° 05' 13"E

S7° 46' 15"W

S46° 54' 47"W

N45° 32' 19"W

N44° 27' 41"E

S43° 05' 13"E

N29° 04' 25"E

N39° 06' 57"W

S46° 54' 47"W

Chord Length

94.90

89.95

10.00

21.00

40.25

38.63

20.14

50.69

45.99

21.43

21.00

22.30

15.31

20.06

21.43

21.00

22.30

88.00

23.64

20.06

Curve Table

Curve #

C111

C112

C113

C114

C115

C116

C121

C122

C125

C126

C127

C128

C129

C133

C134

Length

25.13

39.16

78.47

1.80

23.56

23.56

23.56

23.56

23.56

23.49

58.40

63.31

21.35

10.02

25.14

Radius

15.00

155.00

155.00

266.70

15.00

15.00

15.00

15.00

15.00

15.00

385.00

399.83

14.80

205.00

150.00

Delta

95.99

14.47

29.01

0.39

90.00

90.00

90.00

90.00

90.00

89.71

8.69

9.07

82.69

2.80

9.60

Chord Direction

S43° 03' 18"E

N81° 42' 47"E

N59° 58' 20"E

S32° 25' 14"W

S12° 23' 55"E

N77° 36' 03"E

S77° 36' 03"W

N12° 23' 57"W

N45° 02' 11"E

N45° 06' 24"W

S45° 34' 37"E

S54° 32' 48"E

S16° 03' 27"E

S6° 13' 22"W

N62° 12' 01"W

Chord Length

22.29

39.05

77.64

1.80

21.21

21.21

21.21

21.21

21.21

21.16

58.35

63.25

19.55

10.02

25.11

Parcel Line Table

Line #

L

L

L

L

L

L

L

L

L

Length

5.71

8.57

5.15

17.80

8.24

119.24

6.54

6.22

5.93

Direction

N10° 35' 44.32"E

N60° 41' 54.77"E

N60° 41' 54.77"E

S4° 49' 21.97"W

S24° 55' 12.60"W

S24° 55' 12.60"W

N89° 30' 45.67"W

N1° 06' 29.11"W

N57° 23' 57.44"W

2

NOTES:

1. SECTION 4, BLOCK F SHALL FRONT TO STREET I ONLY. ACCESS TO

STREET H IS PROHIBITED FOR LOTS 3-6.

2. SECTION 4, BLOCK D, LOT 3 SHALL FRONT TO STREET G ONLY.

ACCESS TO STREET C IS PROHIBITED.

3. SECTION 4, BLOCK F, LOT 3 SHALL BE DEDICATED AS OPEN SPACE

FOR PARKLAND DEDICATION.

C135 72.03 226.48 18.22 S41° 43' 07"W 71.71

17

5

0

'

R

.

O

.

W

,

CEM

ETARY

20.00" P.U

.E.

VARIABLE W

ID

TH

P.U

.E.

EXISTING CHANNEL CENTERLINE

20' W

.E.

SM

H

UP

UP

SM

H

SM

H

SM

H

EXISTING 8" SEWER

E

X

I

S

T

I

N

G

8

"

S

E

W

E

R

EXISTING 6" FORCE MAIN

EXISTING 6" FORCE MAIN

EXISTIN

G 8" SEW

ER

EXISTIN

G W

ATER M

AIN

E

X

IS

T

IN

G

W

A

T

E

R

M

A

IN

TCEQ RECHARGE ZONE

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

EXISTING CONDITIONS PLAN

FIRE HYDRANTS

D

Y

H

DMANHOLE (STORM)

SMANHOLE (WW)

WV

WATER VALVE

INLET

INLET

W

WATER

WW

WASTEWATER

SS

STORM SEWER

EXISTING UTILITIES:

LEGEND

EXISTING CONCRETE DRIVE

(TO BE REMOVED)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED)

REFER TO THE PLAN VIEW FOR ALL

OTHER FEATURES TO BE REMOVED

DEMOLITION HATCHING

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXISTING EASEMENT

EXISTING ELECTRICALELEC

EXISTING OVERHEAD ELEC.OH

EXISTING GASGAS

EXISTING CONTOURS100'

100

100

EXISTING TREE (TO REMAIN)

EXISTING TREE (REMOVAL)

EXISTING UNDERGROUND ELEC.UE

590 PROPOSED CONTOURS

3 18

8

0

' R

.O

.W

,

5

0

'

R

.

O

.

W

,

TCEQ RECHARGE ZONE

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

SLOPE MAP

SLOPE LEGEND

X<15%

15%<X<25%

x>25%

4 19

CEM

ETARY

20.00" P.U

.E.

VARIABLE W

ID

TH

P.U

.E.

20' W

.E.

SM

H

UP

UP

SM

H

SM

H

SM

H

EXISTING 8" SEWER

E

X

I

S

T

I

N

G

8

"

S

E

W

E

R

EXISTING 6" FORCE MAIN

EXISTIN

G 8" SEW

ER

EXISTIN

G W

ATER M

AIN

E

X

IS

T

IN

G

W

A

T

E

R

M

A

IN

S

T

R

E

E

T

A

(6

0

' R

O

W

)

217,246 SQ FT

4.99 AC

.

1

43,701 SQ FT

1.00 AC

.

2

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

8,293 SQ FT

0.19 AC.

9

3,135 SQ FT

0.07 AC.

4

7,150 SQ FT

0.16 AC

.

1

7,427 SQ FT

0.17 AC.

8

7,064 SQ FT

0.16 AC.

10

9,098 SQ FT

0.21 AC.

5

10,312 SQ FT

0.24 AC.

2

9,439 SQ FT

0.22 AC.

1

7,876 SQ FT

0.18 AC.

4

8,601 SQ FT

0.20 AC.

2

7,502 SQ FT

0.17 AC.

3

8,256 SQ FT

0.19 AC.

5

7,158 SQ FT

0.16 AC.

4

7,089 SQ FT

0.16 AC

.

5

13,972 SQ FT

0.32 AC.

6

7,150 SQ FT

0.16 AC.

1

10,208 SQ FT

0.23 AC

.

3

7,150 SQ FT

0.16 AC.

2

9,908 SQ FT

0.23 AC.

1

8,485 SQ FT

0.19 AC.

3

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 AC

.

3

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

2

9,257 SQ FT

0.21 AC

.

6

8,466 SQ FT

0.19 AC

.

1

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

3

7,169 SQ FT

0.16 AC.

2

7,217 SQ FT

0.17 AC.

1

7,266 SQ FT

0.17 AC.

1

7,314 SQ FT

0.17 AC.

2

7,848 SQ FT

0.18 AC.

3

7,257 SQ FT

0.17 AC.

11

7,254 SQ FT

0.17 AC.

10

7,149 SQ FT

0.16 AC.

8

7,170 SQ FT

0.16 AC.

9

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC.

8

10,117 SQ FT

0.23 AC.

1

47,867 SQ FT

1.10 AC.

3

11,006 SQ FT

0.25 AC.

1

29,191 SQ FT

0.67 AC.

2

8,434 SQ FT

0.19 AC.

5

8,535 SQ FT

0.20 AC.

4

13,088 SQ FT

0.30 AC.

6

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

7,257 SQ FT

0.17 AC.

12

ST

RE

ET

J (50' R

OW

)

7,956 SQ FT

0.18 AC

.

14

7,187 SQ FT

0.16 AC.

13

7,456 SQ FT

0.17 AC.

1

7,417 SQ FT

0.17 AC.

2

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,771 SQ FT

0.18 AC.

12

7,153 SQ FT

0.16 AC.

11

7,725 SQ FT

0.18 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

16,412 SQ FT

0.38 AC.

31,110

SQ FT

0.71 A

C.

2

2,974 S

Q FT

0.07 AC

.

3

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

WASTEWATER LINE

TO CONNECT TO

EXISTING GRAVITY LINE

WATER LINE TO CONNECT

TO EXISTING WATER

COMMERCIAL LOT

TCEQ RECHARGE ZONE

SECTION 1A

S

E

C

. 2

, B

L

O

C

K

A

S

E

C

.

2

,

B

L

O

C

K

B

SEC. 4, BLOCK F

S

E

C

.

3

,

B

L

O

C

K

A

SEC. 4, BLOCK G

SE

C. 2, B

LO

CK

F

S

E

C

.

4

,

B

L

O

C

K

E

SEC. 2, BLOCK E

SE

C. 2

, B

LO

CK

C

14.5

21.2

20.0

14.5

20.0

18.0

25.0

18.0

25.0

18.0

24.1

20.0

14.5

18.3

FACE OF CURB (TYP)

RIGHT OF WAY (TYP)

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

PROPOSED UTILITIES:

WATER

WASTEWATER

FORCE MAIN

STORM SEWER

W

WW

4' DIA MANHOLE

10' CURB INLET

UTILITY PLAN A

5

FIRE HYDRANT

M

A

T

C

H

L

I

N

E

B

M

A

T

C

H

L

I

N

E

C

20

EXISTING CHANNEL CENTERLINE

EXISTING 6" FORCE MAIN

ST

RE

ET

F

(5

0' R

OW

)

ST

RE

ET

E

(5

0' R

OW

)

3,135 SQ FT

0.07 AC

.

4

9,098 SQ FT

0.21 AC.

5

9,201 SQ FT

0.21 AC.

10,312 SQ FT

0.24 AC.

2

7,158 SQ FT

0.16 AC.

2

7,755 SQ FT

0.18 AC

.

4

9,633 SQ FT

0.22 AC.

1

9,439 SQ FT

0.22 AC.

1

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 AC.

3

7,151 SQ FT

0.16 AC.

3

19,683 SQ FT

0.45 AC.

4

8,886 SQ FT

0.20 AC.

5

8,509 SQ FT

0.20 AC.

6

7,376 SQ FT

0.17 AC.

7

12,382 SQ FT

0.28 AC

.

8

6,516 SQ FT

0.15 AC.

3

6,516 SQ FT

0.15 AC.

2

7,117 SQ FT

0.16 AC

.

1

6,859 SQ FT

0.16 AC.

5

6,558 SQ FT

0.15 AC.

4

13,562 SQ FT

0.31 AC.

6

6,486 SQ FT

0.15 AC.

3

6,486 SQ FT

0.15 AC.

4

7,135 SQ FT

0.16 AC.

5

7,135 SQ FT

0.16 AC.

6

8,624 SQ FT

0.20 AC.

7

7,089 SQ FT

0.16 AC.

1

6,486 SQ FT

0.15 AC

.

2

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

12

7,150 SQ FT

0.16 AC.

10

7,150 SQ FT

0.16 AC.

11

8,016 SQ FT

0.18 AC.

13

7,144 SQ FT

0.16 AC.

2

7,149 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

7

7,257 SQ FT

0.17 AC.

11

7,254 SQ FT

0.17 AC.

10

7,149 SQ FT

0.16 AC.

8

7,172 SQ FT

0.16 AC.

3

7,157 SQ FT

0.16 AC

.

2

7,761 SQ FT

0.18 AC

.

1

9,608 SQ FT

0.22 AC

.

7

7,214 SQ FT

0.17 AC.

6

7,200 SQ FT

0.17 AC.

5

7,186 SQ FT

0.16 AC

.

4

7,746 SQ FT

0.18 AC.

1

7,089 SQ FT

0.16 AC.

6

7,145 SQ FT

0.16 AC.

2

7,131 SQ FT

0.16 AC

.

3

7,117 SQ FT

0.16 AC.

4

7,103 SQ FT

0.16 AC

.

5

7,985 SQ FT

0.18 AC

.

7

12,917 SQ FT

0.30 AC.

2

7,545 SQ FT

0.17 AC.

1

7,190 SQ FT

0.17 AC.

4

7,190 SQ FT

0.17 AC

.

3

7,922 SQ FT

0.18 AC.

1

12,012 SQ FT

0.28 AC

.

1

7,423 SQ FT

0.17 AC.

5

6,929 SQ FT

0.16 AC.

4

6,929 SQ FT

0.16 AC.

3

6,929 SQ FT

0.16 AC.

2

7,844 SQ FT

0.18 AC.

2

11,933 SQ FT

0.27 AC.

5

9,830 SQ FT

0.23 AC.

4

7,150 SQ FT

0.16 AC.

2

8,649 SQ FT

0.20 AC.

1

8,443 SQ FT

0.19 AC.

5

7,399 SQ FT

0.17 AC.

4

7,151 SQ FT

0.16 AC.

3

7,154 SQ FT

0.16 AC.

2

7,156 SQ FT

0.16 AC.

1

7,151 SQ FT

0.16 AC.

3

7,170 SQ FT

0.16 AC.

9

9,029 SQ FT

0.21 AC

.

6

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC

.

8

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

11

7,150 SQ FT

0.16 AC.

10

7,150 SQ FT

0.16 AC.

9

7,150 SQ FT

0.16 AC.

8

7,151 SQ FT

0.16 AC

.

7

7,150 SQ FT

0.16 AC.

4

7,859 SQ FT

0.18 AC.

6

7,150 SQ FT

0.16 AC

.

3

47,867 SQ FT

1.10 AC.

3

11,006 SQ FT

0.25 AC

.

1

29,191 SQ FT

0.67 AC

.

2

8,434 SQ FT

0.19 AC.

5

8,535 SQ FT

0.20 AC

.

4

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

7,257 SQ FT

0.17 AC.

12

7,146 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

8

7,150 SQ FT

0.16 AC.

9

7,956 SQ FT

0.18 AC.

14

7,187 SQ FT

0.16 AC.

13

1

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

2

7,752 SQ FT

0.18 AC.

1

9,652 SQ FT

0.22 AC

.

15

16,412 SQ FT

0.38 AC.

3

11,181 SQ FT

0.26 AC

.

1

9,131 SQ FT

0.21 AC.

2

10,408 SQ FT

0.24 AC.

1

7,153 SQ FT

0.16 AC.

2

7,154 SQ FT

0.16 AC.

3

7,148 SQ FT

0.16 AC.

4

8,789 SQ FT

0.20 AC.

5

7,160 SQ FT

0.16 AC.

1

99,111 SQ FT

2.28 AC.

1

31,110 SQ FT

0.71 AC

.

2

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

S

T

R

E

E

T

D

(

5

0

'

R

O

W

)

WASTEWATER LINE

TO CONNECT TO

PROPOSED LIF STATION

FORCEMAIN OUTLET

PROPOSED PRIVATE

LIFT STATION LOT

FACE OF CURB (TYP)

SE

C. 4, B

LO

CK

C

SEC. 5, BLOCK A

SEC. 5, BLOCK F

SE

C. 5, B

LO

CK

C

SE

C. 5

, B

LO

CK

B

SEC. 4, BLOCK F

S

E

C

.

3

,

B

L

O

C

K

A

SEC. 4, BLOCK B

S

E

C

.

4

,

B

L

O

C

K

E

SE

C. 5, B

LO

CK

D

SE

C. 5, B

LO

CK

E

SE

C. 5, B

LO

CK

G

18.0

25.0

14.5'

20.0'

20.0

14.5

20.0

14.5

14.5

20.0

20.0

14.5

14.5

20.0

20.0

14.5

18.3

RIGHT OF WAY (TYP)

15.0'

20.7

15.0

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

UTILITY PLAN B

6

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

PROPOSED UTILITIES:

WATER

WASTEWATER

FORCE MAIN

STORM SEWER

W

WW

4' DIA MANHOLE

10' CURB INLET

FIRE HYDRANT

MATCHLINE C

M

A

T

C

H

L

I

N

E

A

21

STREET B (50' ROW)

ST

RE

ET

C

(50' R

OW

)

8,293 SQ FT

9

3,135 SQ FT

0.07 AC

.

4

7,064 SQ FT

0.16 AC

.

10

9,098 SQ FT

0.21 AC.

5

7,150 SQ FT

0.16 AC

.

2

7,150 SQ FT

0.16 AC.

8

7,208 SQ FT

0.17 AC.

9

7,150 SQ FT

0.16 AC

.

3

7,150 SQ FT

0.16 AC

.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

7

9,201 SQ FT

0.21 AC.

6

7,149 SQ FT

0.16 AC.

7

7,149 SQ FT

0.16 AC.

8

7,149 SQ FT

0.16 AC.

9

9,293 SQ FT

0.21 AC.

1

7,150 SQ FT

0.16 AC.

6

7,752 SQ FT

0.18 AC.

7

22,889 SQ FT

0.53 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,179 SQ FT

0.16 AC

.

4

7,202 SQ FT

0.17 AC.

7

7,762 SQ FT

0.18 AC

.

1

7,165 SQ FT

0.16 AC

.

2

7,171 SQ FT

0.16 AC

.

3

7,187 SQ FT

0.16 AC

.

5

7,195 SQ FT

0.17 AC

.

6

22,414 SQ FT

0.51 AC.

8

10,312 SQ FT

0.24 AC.

2

9,439 SQ FT

0.22 AC.

1

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 AC

.

3

8,348 SQ FT

0.19 AC.

2

7,096 SQ FT

0.16 AC.

1

8,418 SQ FT

0.19 AC

.

1

7,086 SQ FT

0.16 AC.

2

19,683 SQ FT

0.45 AC.

4

8,886 SQ FT

0.20 AC.

5

8,509 SQ FT

0.20 AC.

6

7,376 SQ FT

0.17 AC.

7

12,382 SQ FT

0.28 AC

.

8

13,071 SQ FT

0.30 AC.

3

8,476 SQ FT

0.19 AC.

4

8,491 SQ FT

0.19 AC

.

3

8,460 SQ FT

0.19 AC.

5

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,751 SQ FT

0.18 AC.

1

13,142 SQ FT

0.30 AC.

1

8,090 SQ FT

0.19 AC.

4

7,421 SQ FT

0.17 AC.

2

8,165 SQ FT

0.19 AC.

3

8,234 SQ FT

0.19 AC.

1

7,150 SQ FT

0.16 AC.

4

8,509 SQ FT

0.20 AC.

2

6,859 SQ FT

13,562 SQ FT

0.31 AC.

6

7,135 SQ FT

0.16 AC

.

7,135 SQ FT

0.16 AC

.

6

8,624 SQ FT

0.20 AC

.

7

9,029 SQ FT

0.21 AC

.

6

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC

.

8

11,006 SQ FT

0.25 AC

.

1

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

143,570 SQ FT

3.30 AC.

1

7,456 SQ FT

0.17 AC.

1

7,417 SQ FT

0.17 AC

.

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,771 SQ FT

0.18 AC.

12

7,153 SQ FT

0.16 AC.

11

7,725 SQ FT

0.18 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

16,412 SQ FT

0.38 AC.

3

11,181 SQ FT

0.26 AC.

1

9,131 SQ FT

0.21 AC.

2

10,408 SQ FT

0.24 AC.

1

7,153 SQ FT

0.16 AC.

2

7,154 SQ FT

0.16 AC.

3

7,148 SQ FT

0.16 AC.

4

8,789 SQ FT

0.20 AC

.

5

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

S

T

R

E

E

T

D

(

5

0

'

R

O

W

)

ST

RE

ET

A

(6

0' R

OW

)

S

E

C

.

2

,

B

L

O

C

K

B

SE

C. 5, B

LO

CK

C

SE

C. 3

, B

LO

CK

F

SEC. 3, BLOCK H

SEC. 3, BLOCK C

SEC. 3, BLOCK D

SEC. 3, BLOCK K

S

E

C

.

3

,

B

L

O

C

K

A

SEC. 3, BLOCK I

S

E

C

.

4

,

B

L

O

C

K

E

SEC. 3, BLOCK B

SEC. 3, BLOCK G

SEC. 3, BLOCK E

18.0

25.0

18.0

24.1

25.0

18.5

14.5

20.0

20.4

14.5

14.5'

20.0'

20.0

14.5

15.0'

20.7

SM

H

SM

H

EXISTIN

G 8" SEW

ER

7,150 SQ FT

0.16 AC.

6

7,752 SQ FT

0.18 AC.

7

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC

.

4

7,150 SQ FT

0.16 AC

.

5

7,762 SQ FT

0.18 AC.

1

7,165 SQ FT

0.16 AC.

2

7,171 SQ FT

0.16 AC.

3

SEC. 3, BLOCK C

WASTEWATER LINE

TO CONNECT TO

EXISTING GRAVITY LINE

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

UTILITY PLAN C

7

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

PROPOSED UTILITIES:

WATER

WASTEWATER

FORCE MAIN

STORM SEWER

W

WW

4' DIA MANHOLE

10' CURB INLET

FIRE HYDRANT

MATCHLINE B

M

A

T

C

H

L

I

N

E

A

MATCHLINE THIS SHEET

MATCHLINE THIS SHEET

22

5

0

'

R

.

O

.

W

,

CEM

ETARY

20.00" P.U

.E.

VARIABLE W

ID

TH

P.U

.E.

EXISTING CHANNEL CENTERLINE

20' W

.E.

SM

H

UP

UP

SM

H

SM

H

SM

H

EXISTING 8" SEWER

E

X

I

S

T

I

N

G

8

"

S

E

W

E

R

EXISTING 6" FORCE MAIN

EXISTING 6" FORCE MAIN

EXISTIN

G 8" SEW

ER

EXISTIN

G W

ATER M

AIN

E

X

IS

T

IN

G

W

A

T

E

R

M

A

IN

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

Tc

T

c

T

c

T

c

T

c

T

c

T

c

T

c

Tc

Tc

Tc

Tc

Tc

Tc

Tc

T

c

T

c

T

c

T

c

T

c

POA - B

POA - A

POA - C

POA - D POA - E

POA - F

POA - G

TCEQ RECHARGE ZONE

Tc

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

Tc

Tc

Tc

Tc

Tc

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

POA - B

POA - A

POA - D

POA - E POA - F

POA - G

POA - H

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

POA - C

E

2.85 ac.

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

0734-001-17

TF

09/04/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

09/15/17

AG

12

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

02/07/2017

NOTE:

1. ON-SITE SURVEY INFORMATION PROVIDED BY SPOT ON SURVEY OBTAINED ON JULY 19, 2017.

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXISTING EASEMENT

EXISTING ELECTRICALELEC

EXISTING OVERHEAD ELEC.OH

EXISTING GASGAS

EXISTING CONTOURS100'

EXISTING UNDERGROUND ELEC.UE

LEGEND

DRAINAGE BOUNDARY LINE

TIME OF CONCENTRATION LINETc

#

DRAINAGE LABEL

DRAINAGE FLOW ARROW

EXISTING DRAINAGE AREA MAP

8 23

5

0

'

R

.

O

.

W

,

CEM

ETARY

20.00" P.U

.E.

VARIABLE W

ID

TH

P.U

.E.

EXISTING CHANNEL CENTERLINE

20' W

.E.

SM

H

UP

UP

SM

H

SM

H

SM

H

EXISTING 8" SEWER

E

X

I

S

T

I

N

G

8

"

S

E

W

E

R

EXISTING 6" FORCE MAIN

EXISTING 6" FORCE MAIN

EXISTIN

G 8" SEW

ER

EXISTIN

G W

ATER M

AIN

E

X

IS

T

IN

G

W

A

T

E

R

M

A

IN

T

c

Tc

T

c

T

c

T

c

Tc

Tc

T

c

Tc

Tc

Tc

T

c

T

c

T

c

WQ/DET.

POND

LOT

WQ/DETENTION

POND

LOT

T

c

T

c

T

c

T

c

T

c

WQ/DET.

POND

LOT

T

c

T

c

T

c

Tc

Tc

Tc

Tc

Tc

Tc

Tc

Tc

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

T

c

Tc

Tc

TCEQ

RECHARGE

ZONE

LIFT

STATION

LOT

POA - B

POA - A

POA - D

POA - E POA - F

POA - G

POA - H

POA - C

WATER QUALITY

POND

WATER QUALITY

POND

WATER

QUALITY

POND

T

c

T

c

T

c

Tc

T

c

T

c

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

0734-001-17

TF

09/04/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

09/15/17

AG

12

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

02/07/2017

NOTE:

1. ON-SITE SURVEY INFORMATION PROVIDED BY SPOT ON SURVEY OBTAINED ON JULY 19, 2017.

PROPERTY LINE

PROPERTY LINE (ADJACENT)

EXISTING EASEMENT

EXISTING ELECTRICALELEC

EXISTING OVERHEAD ELEC.OH

EXISTING GASGAS

EXISTING CONTOURS100'

EXISTING UNDERGROUND ELEC.UE

LEGEND

DRAINAGE BOUNDARY LINE

TIME OF CONCENTRATION LINETc

#

DRAINAGE LABEL

DRAINAGE FLOW ARROW

OVERALL PROPOSED DRAINAGE AREA MAP

9 24

CEM

ETARY

20.00" P.U

.E.

VARIABLE W

ID

TH

P.U

.E.

20' W

.E.

SM

H

UP

UP

SM

H

SM

H

SM

H

EXISTING 8" SEWER

E

X

I

S

T

I

N

G

8

"

S

E

W

E

R

EXISTING 6" FORCE MAIN

EXISTIN

G 8" SEW

ER

EXISTIN

G W

ATER M

AIN

E

X

IS

T

IN

G

W

A

T

E

R

M

A

IN

S

T

R

E

E

T

A

(6

0

' R

O

W

)

217,246 SQ FT

4.99 AC

.

1

43,701 SQ FT

1.00 AC

.

2

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

8,293 SQ FT

0.19 AC.

9

3,135 SQ FT

0.07 AC.

4

7,150 SQ FT

0.16 AC

.

1

7,427 SQ FT

0.17 AC.

8

7,064 SQ FT

0.16 AC.

10

9,098 SQ FT

0.21 AC.

5

10,312 SQ FT

0.24 AC.

2

9,439 SQ FT

0.22 AC.

1

7,876 SQ FT

0.18 AC.

4

8,601 SQ FT

0.20 AC.

2

7,502 SQ FT

0.17 AC.

3

8,256 SQ FT

0.19 AC.

5

7,158 SQ FT

0.16 AC.

4

7,089 SQ FT

0.16 AC

.

5

13,972 SQ FT

0.32 AC.

6

7,150 SQ FT

0.16 AC.

1

10,208 SQ FT

0.23 AC

.

3

7,150 SQ FT

0.16 AC.

2

9,908 SQ FT

0.23 AC.

1

8,485 SQ FT

0.19 AC.

3

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 AC

.

3

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

2

9,257 SQ FT

0.21 AC

.

6

8,466 SQ FT

0.19 AC

.

1

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

3

7,169 SQ FT

0.16 AC.

2

7,217 SQ FT

0.17 AC.

1

7,266 SQ FT

0.17 AC.

1

7,314 SQ FT

0.17 AC.

2

7,848 SQ FT

0.18 AC.

3

7,257 SQ FT

0.17 AC.

11

7,254 SQ FT

0.17 AC.

10

7,149 SQ FT

0.16 AC.

8

7,170 SQ FT

0.16 AC.

9

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC.

8

10,117 SQ FT

0.23 AC.

1

47,867 SQ FT

1.10 AC.

3

11,006 SQ FT

0.25 AC.

1

29,191 SQ FT

0.67 AC.

2

8,434 SQ FT

0.19 AC.

5

8,535 SQ FT

0.20 AC.

4

13,088 SQ FT

0.30 AC.

6

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

7,257 SQ FT

0.17 AC.

12

ST

RE

ET

J (50' R

OW

)

7,956 SQ FT

0.18 AC

.

14

7,187 SQ FT

0.16 AC.

13

7,456 SQ FT

0.17 AC.

1

7,417 SQ FT

0.17 AC.

2

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,771 SQ FT

0.18 AC.

12

7,153 SQ FT

0.16 AC.

11

7,725 SQ FT

0.18 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

16,412 SQ FT

0.38 AC.

31,110

SQ FT

0.71 A

C.

2

2,974 S

Q FT

0.07 AC

.

3

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

COMMERCIAL LOT

TCEQ RECHARGE ZONE

A2

A3

A5

A6

A8

A9

A11

B1

D1

D3

D2

D4

B2

B3

B4

SECTION 1A

SECTION 4

B

L

O

C

K

A

B

L

O

C

K

B

BLOCK A

BLOCK F

BLOCK G

BLO

CK

F

B

L

O

C

K

E

BLOCK E

BL

OC

K C

A4

FACE OF CURB (TYP.)

RIGHT OF WAY (TYP.)

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

PROPOSED UTILITIES:

SS SS

STORM SEWER

4' DIA MANHOLE

10' CURB INLET

DRAINAGE PLAN A

10

FACE OF CURB

EXISTING CONTOURS100'

M

A

T

C

H

L

I

N

E

B

M

A

T

C

H

L

I

N

E

C

25

EXISTING CHANNEL CENTERLINE

EXISTING 6" FORCE MAIN

ST

RE

ET

F

(5

0' R

OW

)

ST

RE

ET

E

(5

0' R

OW

)

3,135 SQ FT

0.07 AC

.

4

9,098 SQ FT

0.21 AC.

5

9,201 SQ FT

0.21 AC.

10,312 SQ FT

0.24 AC.

2

7,158 SQ FT

0.16 AC.

2

7,755 SQ FT

0.18 AC

.

4

9,633 SQ FT

0.22 AC.

1

9,439 SQ FT

0.22 AC.

1

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 AC.

3

7,151 SQ FT

0.16 AC.

3

19,683 SQ FT

0.45 AC.

4

8,886 SQ FT

0.20 AC.

5

8,509 SQ FT

0.20 AC.

6

7,376 SQ FT

0.17 AC.

7

12,382 SQ FT

0.28 AC

.

8

6,516 SQ FT

0.15 AC.

3

6,516 SQ FT

0.15 AC.

2

7,117 SQ FT

0.16 AC

.

1

6,859 SQ FT

0.16 AC.

5

6,558 SQ FT

0.15 AC.

4

13,562 SQ FT

0.31 AC.

6

6,486 SQ FT

0.15 AC.

3

6,486 SQ FT

0.15 AC.

4

7,135 SQ FT

0.16 AC.

5

7,135 SQ FT

0.16 AC.

6

8,624 SQ FT

0.20 AC.

7

7,089 SQ FT

0.16 AC.

1

6,486 SQ FT

0.15 AC

.

2

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

12

7,150 SQ FT

0.16 AC.

10

7,150 SQ FT

0.16 AC.

11

8,016 SQ FT

0.18 AC.

13

7,144 SQ FT

0.16 AC.

2

7,149 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

7

7,257 SQ FT

0.17 AC.

11

7,254 SQ FT

0.17 AC.

10

7,149 SQ FT

0.16 AC.

8

7,172 SQ FT

0.16 AC.

3

7,157 SQ FT

0.16 AC

.

2

7,761 SQ FT

0.18 AC

.

1

9,608 SQ FT

0.22 AC

.

7

7,214 SQ FT

0.17 AC.

6

7,200 SQ FT

0.17 AC.

5

7,186 SQ FT

0.16 AC

.

4

7,746 SQ FT

0.18 AC.

1

7,089 SQ FT

0.16 AC.

6

7,145 SQ FT

0.16 AC.

2

7,131 SQ FT

0.16 AC

.

3

7,117 SQ FT

0.16 AC.

4

7,103 SQ FT

0.16 AC

.

5

7,985 SQ FT

0.18 AC

.

7

12,917 SQ FT

0.30 AC.

2

7,545 SQ FT

0.17 AC.

1

7,190 SQ FT

0.17 AC.

4

7,190 SQ FT

0.17 AC

.

3

7,922 SQ FT

0.18 AC.

1

12,012 SQ FT

0.28 AC

.

1

7,423 SQ FT

0.17 AC.

5

6,929 SQ FT

0.16 AC.

4

6,929 SQ FT

0.16 AC.

3

6,929 SQ FT

0.16 AC.

2

7,844 SQ FT

0.18 AC.

2

11,933 SQ FT

0.27 AC.

5

9,830 SQ FT

0.23 AC.

4

7,150 SQ FT

0.16 AC.

2

8,649 SQ FT

0.20 AC.

1

8,443 SQ FT

0.19 AC.

5

7,399 SQ FT

0.17 AC.

4

7,151 SQ FT

0.16 AC.

3

7,154 SQ FT

0.16 AC.

2

7,156 SQ FT

0.16 AC.

1

7,151 SQ FT

0.16 AC.

3

7,170 SQ FT

0.16 AC.

9

9,029 SQ FT

0.21 AC

.

6

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC

.

8

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

11

7,150 SQ FT

0.16 AC.

10

7,150 SQ FT

0.16 AC.

9

7,150 SQ FT

0.16 AC.

8

7,151 SQ FT

0.16 AC

.

7

7,150 SQ FT

0.16 AC.

4

7,859 SQ FT

0.18 AC.

6

7,150 SQ FT

0.16 AC

.

3

47,867 SQ FT

1.10 AC.

3

11,006 SQ FT

0.25 AC

.

1

29,191 SQ FT

0.67 AC

.

2

8,434 SQ FT

0.19 AC.

5

8,535 SQ FT

0.20 AC

.

4

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

7,257 SQ FT

0.17 AC.

12

7,146 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

8

7,150 SQ FT

0.16 AC.

9

7,956 SQ FT

0.18 AC.

14

7,187 SQ FT

0.16 AC.

13

1

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

2

7,752 SQ FT

0.18 AC.

1

9,652 SQ FT

0.22 AC

.

15

16,412 SQ FT

0.38 AC.

3

11,181 SQ FT

0.26 AC

.

1

9,131 SQ FT

0.21 AC.

2

10,408 SQ FT

0.24 AC.

1

7,153 SQ FT

0.16 AC.

2

7,154 SQ FT

0.16 AC.

3

7,148 SQ FT

0.16 AC.

4

8,789 SQ FT

0.20 AC.

5

7,160 SQ FT

0.16 AC.

1

99,111 SQ FT

2.28 AC.

1

31,110 SQ FT

0.71 AC

.

2

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

S

T

R

E

E

T

D

(

5

0

'

R

O

W

)

PROPOSED

LIFT STATION

B1

D1

D3

D2

D7

D10

D12

D13

D18

D19

D23

D24

D15

D20

D4

D9

D5

D6

D11

D14

D16

D21

D22

D25

D26

D27

D28

D17

B2

B3

B4

C4

SECTION 4

SECTION 1B

BLOCK A

BLO

CK

C

BLOCK A

BLOCK F

BLO

CK

C

BL

OC

K B

BLOCK F

BLOCK B

B

L

O

C

K

E

SECTION 5

BLO

CK

D

BLO

CK

E

BLO

CK

G

FACE OF CURB (TYP.)

RIGHT OF WAY (TYP.)

WQ/DETENTION

LOT

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

DRAINAGE PLAN B

11

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

PROPOSED UTILITIES:

SS SS

STORM SEWER

4' DIA MANHOLE

10' CURB INLET

FACE OF CURB

EXISTING CONTOURS100'

MATCHLINE C

M

A

T

C

H

L

I

N

E

A

26

CEM

ETARY

STREET B (50' ROW)

ST

RE

ET

C

(50' R

OW

)

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC

.

5

7,150 SQ FT

0.16 AC.

7

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC

.

3

7,150 SQ FT

0.16 AC.

4

8,293 SQ FT

0.19 AC.

9

3,135 SQ FT

0.07 AC.

4

7,150 SQ FT

0.16 AC

.

1

7,427 SQ FT

0.17 AC.

8

7,064 SQ FT

0.16 AC.

10

9,098 SQ FT

0.21 AC.

5

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

8

7,208 SQ FT

0.17 AC.

9

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,150 SQ FT

0.16 AC.

6

7,150 SQ FT

0.16 AC.

7

9,201 SQ FT

0.21 AC.

6

7,149 SQ FT

0.16 AC.

7

7,149 SQ FT

0.16 AC

.

8

7,149 SQ FT

0.16 AC

.

9

9,293 SQ FT

0.21 AC.

1

7,150 SQ FT

0.16 AC.

6

7,752 SQ FT

0.18 AC.

7

22,889 SQ FT

0.53 AC

.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

7,150 SQ FT

0.16 AC.

4

7,150 SQ FT

0.16 AC.

5

7,179 SQ FT

0.16 AC.

4

7,202 SQ FT

0.17 AC.

7

7,762 SQ FT

0.18 AC.

1

7,165 SQ FT

0.16 AC.

2

7,171 SQ FT

0.16 AC.

3

7,187 SQ FT

0.16 AC.

5

7,195 SQ FT

0.17 AC.

6

22,414 SQ FT

0.51 AC.

8

10,312 SQ FT

0.24 AC.

2

9,439 SQ FT

0.22 AC.

1

8,970 SQ FT

0.21 AC.

1

10,286 SQ FT

0.24 AC

.

3

8,348 SQ FT

0.19 AC

.

2

7,096 SQ FT

0.16 AC

.

1

8,418 SQ FT

0.19 AC

.

1

7,086 SQ FT

0.16 AC.

2

19,683 SQ FT

0.45 AC.

4

8,886 SQ FT

0.20 AC.

5

8,509 SQ FT

0.20 AC.

6

7,376 SQ FT

0.17 AC

.

7

12,382 SQ FT

0.28 AC

.

8

13,071 SQ FT

0.30 AC.

3

8,476 SQ FT

0.19 AC.

4

8,491 SQ FT

0.19 AC.

3

8,460 SQ FT

0.19 AC.

5

7,150 SQ FT

0.16 AC

.

2

7,150 SQ FT

0.16 AC.

3

7,751 SQ FT

0.18 AC

.

1

13,142 SQ FT

0.30 AC.

1

8,090 SQ FT

0.19 AC.

4

7,421 SQ FT

0.17 AC.

2

8,165 SQ FT

0.19 AC.

3

8,234 SQ FT

0.19 AC.

1

7,150 SQ FT

0.16 AC.

4

8,509 SQ FT

0.20 AC

.

2

6,859 SQ FT

13,562 SQ FT

0.31 AC.

6

7,135 SQ FT

0.16 AC

.

7,135 SQ FT

0.16 AC.

6

8,624 SQ FT

0.20 AC

.

7

9,029 SQ FT

0.21 AC.

6

8,596 SQ FT

0.20 AC.

7

9,897 SQ FT

0.23 AC

.

8

11,006 SQ FT

0.25 AC.

1

S

T

R

E

E

T

I

(

5

0

'

R

O

W

)

143,570 SQ FT

3.30 AC.

1

7,456 SQ FT

0.17 AC.

1

7,417 SQ FT

0.17 AC.

6,899 SQ FT

0.16 AC.

2

7,141 SQ FT

0.16 AC.

3

7,135 SQ FT

0.16 AC.

4

7,729 SQ FT

0.18 AC.

5

7,771 SQ FT

0.18 AC.

12

7,153 SQ FT

0.16 AC

.

11

7,725 SQ FT

0.18 AC.

1

7,150 SQ FT

0.16 AC.

2

7,150 SQ FT

0.16 AC.

3

16,412 SQ FT

0.38 AC.

3

11,181 SQ FT

0.26 AC.

1

9,131 SQ FT

0.21 AC.

2

10,408 SQ FT

0.24 AC.

1

7,153 SQ FT

0.16 AC.

2

7,154 SQ FT

0.16 AC.

3

7,148 SQ FT

0.16 AC.

4

8,789 SQ FT

0.20 AC

.

5

S

T

R

E

E

T

G

(

5

0

'

R

O

W

)

S

T

R

E

E

T

D

(

5

0

'

R

O

W

)

ST

RE

ET

A

(6

0' R

OW

)

A11

B1

D13

D15

D14

D16

B2

B5

B3

B6

B7

B4

B9B10

C1

C2

C3

C4

C5

C7

SECTION 3

B

L

O

C

K

A

B

L

O

C

K

B

BLO

CK

C

BL

OC

K F

BLOCK H

BLOCK C

BLOCK D

BLOCK K

BLOCK I

BLOCK B

BLOCK G

BLOCK E

C6

NO. REVISION

CHECKED BY: DATE:

DRAWN BY: DATE:

SHEET OF

DRAWING NO.

PROJECT NO.

734-001-17

LG

TF

08/17/17

DATE

IF THIS BAR DOES NOT MEASURE 1",

THE DRAWING IS NOT TO SCALE

CARPENTER HILL SUBDIVISIONFM 967, BUDA TEXAS 78610

08/17/17

THE SEAL APPEARING ON THIS

DOCUMENT WAS AUTHORIZED BY

, P.E.

# ON

THE DATE INDICATED. ANY

ALTERATIONS OF THIS SEALED

DOCUMENT WITHOUT PROPER

NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN

OFFENSE UNDER THE TEXAS

ENGINEERING PRACTICE ACT.

TRAVIS FLAKE

109871

2/23/2018

12

DRAINAGE PLAN C

12

LEGEND

PROPERTY LINE

PROPERTY LINE (ADJACENT)

PROPOSED UTILITIES:

SS SS

STORM SEWER

4' DIA MANHOLE

10' CURB INLET

FACE OF CURB

EXISTING CONTOURS100'

MATCHLINE B

M

A

T

C

H

L

I

N

E

A

27