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HomeMy WebLinkAboutMisc 3800 SH No.6 South,Ste.108G<77845> ,_LL* P.O.Box 9253,College Station,TX 77842 v Off/Fax: (979) 764-0704 � .. email:civil@rmengineer.com r September 24, 2014 David Loflin Texas Commission of Environmental Quality Water Supply Division MC 153 P.O. Box 13087 Austin, TX 78711 RE: Creek Meadows(Section 3,Phase Three)—College Station,TX TCEQ Exception Letter for Utility Improvements RME No.260-0426 Mr. David Loflin: The above referenced project will install the following improvements within the distribution system of the Wellborn S.U.D.: ❖ The following footages of water line: o 586 L.F. of 8"PVC (C900, DR14); o 63 L.F. of 4"PVC (C900, DR 14); ❖ Applicable fire hydrants, services,valves& fittings. Design and construction of these improvements will be in accordance with the latest Bryan/College Station Unified Water & Sewer Design Guideline Manual, Standard Details, and Specifications and Chapter 290 of the TCEQ Rules & Regulations. This quantity of water line is less than 10% of the total length of water line within the City's current distribution system. Therefore, an exception for plan review is being requested for this project and its water system improvements. Please call should you have any questions or require assistance. Sincerely, P OF EX11 1• � r Rabon A. Metcalf,P.E. *; ! �j Texas Firm Registration No. F-4695 i RA:. `' ' i ration@rmengineer.com , • 3 ,� xc: Erika Bridges,E.I.T. Fes'' .. Graduate Civil Engineer ' I\\��•• City of College Station 1101 Texas Avenue South College Station,TX 77840 CD 1-260-0426-L l 1.docx Page 1 of 1 PUBLIC WATER SYSTEM PLAN REVIEW SUBMITTAL FORM (Complete and Attach to Submittal Package) Date: September 24, 2014 TCEQ PWS Identification No.*: 0210016 CCN No. or Application No.**:11340 Water System Name: Wellborn S.U.D. Water System Owner: Wellborn S.U.D. Type of Entity: S.U.D. Address: P.O. Box 250,Wellborn,TX 77881 Phone: (979) 690-9799 Responsible Official: Steven Cast Title: Manager County (system location) : Brazos County Subdivision Sec., Phase, Unit, etc. Creek Meadows—Section 3, Ph 3 Mechanism & Source of Financing: Private Engineer: Rabon A. Metcalf, P.E. Registration Number: 88583 Firm Name: RME Consulting Engineers Phone: (979) 764-0704 Firm Address: P.O. Box 9253, College Station,TX 77842 Fax: (979)764-0704 * If no PWS Number exists,the owner must submit a business plan,if required, in accordance with§290.39(f)and(g). **If a required CCN number does not exist,an acceptable application to obtain a CCN number must be made before a project submittal can be technically reviewed. In addition,if a submittal is for a project located outside the CCN area,a CCN amendment application must be submitted before a project may be reviewed for construction approval. Please refer to 30 TAC Chapter 291 for additional information regarding CCNs. If this is a new(proposed) system, you must attach the following with this submittal: NOT APPLICABLE ❑ Attach a list of all water utilities within '/2 mile of the proposed service area boundaries ❑ Copies of formal applications for service from each of the following ❑ any municipality if the system is within its ETJ; ❑ any district or other political subdivision whose corporate boundaries are within 1/2 mile of the proposed service area boundaries ❑ any other water service provider whose certificated service area boundary is within 1/2 mile of the proposed service area boundaries ❑ Documentation that all application requirements including payment of fees were complied with. ❑ Copies of written responses from each of the entities listed above. ❑ Business plan, if required by 30 TAC 290.39(f) & (g). The business plan financial requirements for non-community water systems must confirm capital availability to construct the system according to TCEQ requirements. This would consist of a balance sheet that shows liabilities as well as assets, not just a bank confirmation of a deposit account. Alternatively, if the project is being constructed with loan funds, then a loan commitment letter from the lender specific to that project will suffice. ❑ Justification for constructing a separate system (unless none of the entities listed above exist) ❑ Plans and specifications with an engineering report all sealed by design engineer. Type of Project(please check the appropriate boxes): ❑ Distribution System Modifications 0 Storage Capacity Modifications O. Well completion data on previously approved well 0 Water Well Construction, Proposed ❑ Pressure Maintenance Facilities Modifications 0 Proposed Innovative Process Study ❑ Disinfection Facilities or Other Modifications 0 Ground Water Treatment Plant, New ❑ Preliminary Engineering Report w/o plans 0 Surface Water Treatment Plant, New ❑ Modification of Surface Water Treatment Plant 0 Tex. Water Dev. Board Proj. No. 0 Other(PleaseExplain) IF THIS SUBMITTAL IS A REVISION OF PREVIOUSLY SUBMITTED PLANS, PLEASE ENTER THE ASSIGNED TCEQ LOG NUMBER: . Please call (512) 239-6960 if you have questions regarding this form. Your cooperation will help us provide better service. Additional helpful information and rules are available at our website: http://www.tceq.state.tx.us/permitting/waterperm/ud/planrev.html I hereby certify that the above information is, to the best of my knowledge, true and correct..c;q. . OF rEX islltl i*: \ .* e e Rabon A. Metcalf, P.E. September 24, 2014 e -*:ON _°. . F e '. 3� :�Qi Printed Engineer's Name Date ! . . � .�I�FS CENS•.•vim I"� Revised 9/12/02 1� S/ONAL � r Z1 I C:\USERS\RABON METCALF\RME\PROJECTS\260-0426 OGG-CREEK MEADOWS-S3P3\ENGINEERING\TC :r5RM 10233- 3800 SH No.6 South,Ste.108G<77845> P.O.Box 9253,College Station,TX 77842 IOWA Off/Fax: (979)764-0704 Cale entligsafferm " — email:civil@rmengineer.com September 24, 2014 Erika Bridges,E.I.T. Graduate Civil Engineer City of College Station 1101 Texas Avenue South College Station, TX 77842 RE: Creek Meadows—Section 3,Phase Three Acknowledgement of City Standards RME No.260-0426 Erika Bridges: The purpose of this letter is to acknowledge that the construction plans for the public infrastructure improvements, for the above referenced project, to the best of my knowledge, do not deviate from the latest B/CS Design Guideline Manual. I also acknowledge, to the best of my knowledge that the details provided in the construction plans are in accordance with the B/CS Standard Details. Please do not hesitate to call if you have any questions. Sincerely, OF TE it A.0,0,11.... 88583 j 1�;•;;oNA s`'-• Z (4 Rabon A. Metcalf, P.E.No. 88583 Texas Firm Registration No. F-4695 rabon@rmengineer.com immigimw Engineer's Cost Estimate OW CREEK MEADOWS - SECTION 3, PHASE THREE PAVING,DRAINAGE, & UTILITY IMPROVEMENTS COLLEGE STATION, BRAZOS COUNTY, TEXAS UNIT TOTAL NO. DESCRIPTION QUANTITY UNIT COST COST PAVING IMPROVEMENTS 1 Mobilization, Construction Staking, All Required 1 LS $5,000.00 $5,000.00 Testing by Contractor&Trench Safety 2 SWPP Measures(Rock Rip-Rap,Seeding,Silt Fencing, 1 LS $8,000.00 $8,000.00 Construction Entrance, Inlet Protection) 3 Clearing & Grubbing (ROW&All Easements) 1 LS $2,000.00 $2,000.00 4 In-Place Earthwork Excavation (Roadway, Alleys, 1,750 CY $5.00 $8,750.00 Drainage Channels, Sitework, etc...) 5 In-Pace Earthwork Embankment(Roadway, Alleys, 500 CY $5.00 $2,500.00 Sitework, etc..) (Excavated On-Site) 6 In-Place Earthwork Embankment Finishing(Topsoil, Landscape 915 CY $3.00 $2,745.00 Berms&Miscellaneous)(Excavated On-Site) 7 4"Thick Reinforced Concrete Sidewalk(Includes 5,026 SF $5.00 $25,130.00 H/C Ramps) 8 24" Laydown Concrete Gutter 1,571 LF $13.00 $20,423.00 9 Concrete Apron at Street Intersection 113 SY $55.00 $6,215.00 10 6"Compacted Lime Stabilized Subgrade 3,182 SY $5.00 $15,910.00 (Residential Street) 11 6" Compacted Limestone Base (Residential Street) 2,345 SY $12.00 $28,140.00 12 2"Compacted Hot-mix Asphaltic Concrete 2,345 SY $16.00 $37,520.00 (Residential Street) SUB-TOTAL= $162,333.00 DRAINAGE IMPROVEMENTS 1 Mobilization,Construction Staking,All Required Testing 1 LS $5,000.00 $5,000.00 (Including TV)by Contractor&Trench Safety 2 Recessed Curb Inlet(10' Opening) 3 EA $5,200.00 $15,600.00 3 Concrete Headwall (30" Pipe) 1 EA $4,500.00 $4,500.00 4 24" RCP (CL 4) Storm Sewer w/Non-Structural 36 LF $100.00 $3,600.00 Backfill 5 24" RCP (CL 4) Storm Sewer w/Structural Backfill 209 LF $125.00 $26,125.00 6 30"ADS (N-12) Storm Sewer w/Cement Stabilized 27 LF $125.00 $3,375.00 Sand Bedding & Non-Structural Backfill SUB-TOTAL= $58,200.00 CD1-260-0426-E01.xlsx 1 of 3 Engineer's Cost Estimate WATER IMPROVEMENTS 1 Mobilization, Staking, All Required Testing by 1 LS $4,000.00 $4,000.00 Contractor&Trench Safety(Water Line) 2 8" PVC Water Line (C900, DR14) - Non Structural 586 LF $22.00 $12,892.00 Backfill 3 4" PVC Water Line(C900, DR14) -Structural 63 LF $26.00 $1,638.00 Backfill 4 Structural Bedding (Cement Stabilized Sand) 20 LF $25.00 $500.00 5 Tie into Existing Water Line 2 EA $750.00 $1,500.00 6 8" (MJ) Gate Valve & Box 1 EA $1,200.00 $1,200.00 7 4" (MJ) Gate Valve & Box 1 EA $800.00 $800.00 8 2" Blow-Off Valve& Riser 1 EA $1,500.00 $1,500.00 9 8" x 8" (MJ) Tee 1 EA $1,050.00 $1,050.00 10 8" x 4" (MJ) Reducer 1 EA $600.00 $600.00 11 4" (MJ) Plug w/2"Tap 1 EA $300.00 $300.00 12 Dual Water Service(Long Side) 5 EA $1,900.00 $9,500.00 13 Dual Water Service (Short Side) 3 EA $950.00 $2,850.00 14 Single Water Service (Long Side) 3 EA $1,400.00 $4,200.00 15 Single Water Service (Short Side) 1 EA $600.00 $600.00 SUB-TOTAL = $43,130.00 SANITARY SEWER IMPROVEMENTS 1 Mobilization, Staking, Trench Safety&TV Inspection 1 LS $2,000.00 $2,000.00 (Sewer Line) 2 Adjust Existing Manhole Rim & Cone 2 EA $2,000.00 $4,000.00 3 Dual Sanitary Sewer Service(Long Side) - 6 EA $2,500.00 $15,000.00 Connected to Existing Sewer Line 4 Dual Sanitary Sewer Service(Short Side) - 4 EA $950.00 $3,800.00 Connected to Existing Sewer Line 5 Single Sanitary Sewer Service (Short Side) 1 EA $750.00 $750.00 Connected to Existing Sewer Line _ SUB-TOTAL = $25,550.00 CD1-260-0426-E01.xlsx 2 of 3 Engineer's Cost Estimate '`.....N.vvtxESTIMATED CONSTRUCTION COST= $289,213.00 cD. . OF tE�q s- 1 / 10% CONTINGENCY= $28,921.30 T.r*; 'i *i • 00 * ' `` *I GRAND TOTAL = $318,134.30 'ABON !. MET_ / Ieo,•. CE NSF?G�w�a% l' S/ONAL• E �AVvv• - ("4 '�I RME Consulting Engineers TEXAS FIRM REGISTRATION No. F-4695 a 4 rr► rJ� POST OFFICE BOX 9253 r COLLEGE STATION,TEXAS 77842 'C -fg OFF/FAX: (979)764-0704 r N E-mail: civil@rmengineer.com Estimates and projections prepared by RME Consulting Engineers relating to construction costs and schedules,operation and maintenance costs,equipment characteristics and performance,and operating results are based on this office's experience,qualifications and judgment as a design professional. Since RME has no control over weather,cost and availability of labor,material and equipment,labor productivity,construction contractor's procedures and methods, unavoidable delays,construction contractor's methods of determining prices,economic conditions,competitive bidding or market conditions and other factors affecting such estimates or projections,this office does not guarantee that actual rates,costs,performance,schedules,etc.,will not vary from estimates and projections prepared by the Engineer of record. CD1-260-0426-E01.xlsx 3 of 3 GA.1 c , 52c. 3, Pk.3 4W C ns- cxle.� c�v►�w�nt� . 4 3h-2- irvfi - a,,' . ' j fof 511.2- _v , — t om, �k I d._J✓rta Jc* -- .l.!L - :. eR.t Y1a hvi_ bl ' eoh.AS 5h.5 - ne45.e kdd l+ 4 . A.lo 4-Lc, nof+tiwewca Pro -- . _- Add c1 ec' i rcto � r i -t- SvN- - 1' ebh c 'ed 4-1142:1-i tee. -gyp OP 5 e-5 -141e, ;ni 4 Q Glc (_ Ip s * . Anishtc kk c -PouirciptDA? J►�1 wily Ape)11+ sl t el; chininta 44 -00101,010P, 0C 4(42. refeiviAA3 sireaell? a). U - Ibp_ 1'P�' FYI A4.4 Id G ill //. 51 o-e[-p ("rt Du3111r4e 51q. - 4+ votkvbeir I �s e ,s�i - �,, cr does *9nV - 5k ,td<__ 1 1 1 dsof cJ , , r sS 0( kri A ctr,e ,ISI L�<N_ . •. /�... .. .. r��. , �_.. 0. •C 41na+ u l t (cama i who ) ` oa PH ;IF 1 - •/.t v �i . ■ li-F4- S ' - - _ imeiDu i.en. acs co i,e4-c. - 2,4" pidA5 z acuzivI%A t.A 1eAl 4w, ffai►d el ;614. leytr i . Creek Meadows—Section 3,Phase Three RME Consulting Engineers Drainage Study August 18,2014 system, under the Winstorm—Hydraulic Computations (reference"Attachment—Section 4.0"portion of the report). Required Curb Length (on grade),L=Ko Q°'42S°3(1 =(nSe))°6 where, Se= Si+(Eoa-W) L=calculated curb length requirement(ft); Se=Substitution for SX which is the cross slope of the road(ft/ft); Kc=0.6 (coefficient); S = street or gutter slope(ft/ft); a= gutter depression depth(ft); W=width of gutter depression(ft); Eo=ratio of frontal flow to total gutter flow(estimated at 0.50); Required Curb Length(at sag),L=Q/(3.0*y13)where, L=calculated curb length requirement(ft); Q=gutter discharge (cubic feet per second); y=total depth of water or head on the inlet(ft); Curb inlet sizing, for the both the design storm and 100-year rainfall event, are summarized below in Table#2—"Curb Inlet Summary". TABLE#2 CURB INLET SUMMARY 10-YR 100-YR 10-YR 100-YR Gutter Required Required Provided Curb Inlet Runoff Q Runoff Q Slope Length Length Length Location-Curb Inlet I.D. Type (cfs) (cfs) (ft/ft) (ft) (ft) (ft) Sunny Meadow Brook Ct."Al" Sag 8.686 13.595 0.0068 9.10 14.24 15 Sunny Meadow Brook Ct."A2" Grade 7.984 10.763 0.0103 15.03 17.04 10 Sunny Meadow Brook Ct."A3" Grade 7.538 10.161 0.0103 14.67 16.64 10 Curb Inlet Notes: 1. Design calculations are with a standard gutter depression depth(a)of 0.33' and standard depression width(W)of 2'; 2. Design calculations are with a n=0.018 and a standard cross-sectional slope of 3.0%(0.03 ft/ft); 3. Curb inlets analyzed at sags will utilize the depth(y)of 6"unless otherwise noted; 4. Curb inlets at grade were allowed to be undersized so long as the downstream gutter section and ultimate receiving sag inlet could accommodate conveyed flows; 5. Inlets at sags where reduced by 10%(opening)to account for clogging; 4.3 Storm Drain Conduits SYSTEM CRITERIA: 1. Storm drainage systems are designed to convey the design storm and analyzed during the 100-year rainfall event. An gravity over-flow route, contained within the right-of- way or public drainage easement, has been provided so that conduits that are unable to convey the 100-year storm can "spill" over into these over-flow systems so that situations that are hazardous to life,property, or public infrastructure is prevented; 260-0426 Drainage Report-S3P3.docx Page-7 Creek Meadows—Section 3,Phase Three RME Consulting Engineers Drainage Study August 18,2014 system, under the Winstorm—Hydraulic Computations (reference "Attachment—Section 4.0"portion of the report). Required Curb Length(on grade),L=Kc Q°'42S°3(1 -(nSe))16 where, Se=Sx+(Eoa-W) L=calculated curb length requirement(ft); Se= Substitution for Sx which is the cross slope of the road(ft/ft); Kc= 0.6 (coefficient); S =street or gutter slope (ft/ft); a= gutter depression depth(ft); W=width of gutter depression(ft); Eo=ratio of frontal flow to total gutter flow(estimated at 0.50); Required Curb Length (at sag),L=Q/(3.0*yi3)where, L=calculated curb length requirement(ft); Q=gutter discharge(cubic feet per second); y=total depth of water or head on the inlet(ft); Curb inlet sizing, for the both the design storm and 100-year rainfall event, are summarized below in Table#2—"Curb Inlet Summary". TABLE#2 CURB INLET SUMMARY 10-YR 100-YR 10-YR 100-YR Gutter Required Required Provided Curb Inlet Runoff Q RunoffQ Slope Length Length Length Location-Curb Inlet I.D. Type (cfs) (cfs) (ft/ft) (ft) (ft) (ft) Sunny Meadow Brook Ct."Al" Sag 8.686 13.595 0.0068 9.10 14.24 15 Sunny Meadow Brook Ct."AT' Grade 7.984 10.763 0.0103 15.03 17.04 10 Sunny Meadow Brook Ct."A3" Grade 7.538 10.161 0.0103 14.67 16.64 10 Curb Inlet Notes: 1. Design calculations are with a standard gutter depression depth(a)of 0.33' and standard depression width(W)of 2'; 2. Design calculations are with a n=0.018 and a standard cross-sectional slope of 3.0%(0.03 ft/ft); 3. Curb inlets analyzed at sags will utilize the depth(y)of 6"unless otherwise noted; 4. Curb inlets at grade were allowed to be undersized so long as the downstream gutter section and ultimate receiving sag inlet could accommodate conveyed flows; 5. Inlets at sags where reduced by 10%(opening)to account for clogging; 4.3 Storm Drain Conduits SYSTEM CRITERIA: 1. Storm drainage systems are designed to convey the design storm and analyzed during the 100-year rainfall event. An gravity over-flow route, contained within the right-of- way or public drainage easement, has been provided so that conduits that are unable to convey the 100-year storm can "spill" over into these over-flow systems so that situations that are hazardous to life,property,or public infrastructure is prevented; 260-0426 Drainage Report-S3P3.docx Page-7 ANIIIIIIIIIIIIIIINar vim= BTU THE DIFFERENCE V.... February 17, 2015 Investigation#: 1409S25601 Mr. Chris Rhodes Oldham Goodwin Group 2800 South Texas Ave, Suite 401 Bryan, TX 77802 Dear Mr. Rhodes: Your request for service to Creek Meadows Section 3 Phase 3 has been investigated. As the developer, you are responsible for paying the Aid in Construction (AIC)to provide the electric facilities and street lighting and for installing the conduits for the underground electric distribution at Creek Meadows Subdivision. Included in this cost is Underground Primary&Secondary Distribution,4 padmount transformers with secondary pedestals, with(3) 30' 100w HPS streetlights, Please note that this AIC amount is based on the line routing we discussed and is subject to change 90 days from the date of this letter. A summary of the charges is listed below. Underground primary $ Overhead primary $ Street lighting $4935.98 TOTAL AIC $4,935.98 In addition,you are responsible for providing and installing the conduit system per BTU's design and specifications.ore your project can be scheduled for construction, I need the following items returned to me: Executed subdivision service contract,AIC invoice and payment with investigation number referenced on the check, easement with notarized signature(s), damage waiver BTU's Information Desk, located at 205 E. 281h Street, is open between the hours of SAM and 5PM, Monday through Friday. They will be happy to assist you with accepting your AIC payment and any other requested paperwork. Please use your assigned investigation number, 1409S25601, to identify any correspondence you may have with our office. Contact BTU Line Design at(979)821-5770 to schedule a meeting to review your project design and cost. We appreciate the opportunity to answer any questions you may have and look forward to providing you with competitive reliable electric service. Sincerely, David Hering `' Senior Line Designer Office: 979-821-5865 Cell: 979-450-3519 Fax: 979-821-5796 Email:dhering@btutilities.com _____„.k, ....... ..... .,..,n.. , w,._ ._. __ �FFEREUCE IS YOU CHARGE TO: MAIL INVOICE AND REMITTANCE TO: Mr. Chris Rhodes Bryan Texas Utilities Oldham Goodwin Group Attn.: David Hering 2800 South Texas Ave, Suite 401 Inv. #: 1409S25601 Bryan, TX 77802 P. 0. Box 1000 Bryan, Texas 77805 QUANTITY DESCRIPTION OF ITEM UNIT AMOUNT PRICE Underground primary $ Overhead primary $ Street lighting $4935.98 TOTAL AIC $4,935.98 `ATE._b61 X31 L-d0k,S _............ RECEIPT 3.._.P W t gy _ RECEIVE?FROM ( ca _it 111 0 . R/d-inQ1 .... ADDRESS 1. _. / ..DAIS _. _ DOLLARS $.t..... .F.S.,_L FOR 12..".1_.��✓ �........... T! ACCOUNT { HOW PAID BEGINNING: . CAW ' BANT I CHECK 4..yt�� ......_ Co - v j�'-�'J ©2001 RED POR! s. S1657N-C:L NOTE: Please do not include AIC payment in your monthly BTU bill. FOR OFFICE USSE ONLY 04- CASE NO.: 4 `� DATE 4SUBMITTED: lal S 0,11441 TIME: ' d, CITY OF COLT EGF,STATION Home of Texas A&M University" STAFF: PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. New Project Submittal ❑ Incomplete Project Submittal -documents needed to complete an application. Case No.: 7( Existing Project Submittal. Case No.: 14 ,_• c-.)-2_ Project Name c.X of. L VY1e d 0\ S 3& 3 PO 3 Contact Name Phone Number We are transmitting the following for Planning & Development Services to review and comment (check all that apply): ❑ Comprehensive Plan Amendment ❑ Non-Residential Architectural Standards ❑ Rezoning Application ❑ Irrigation Plan ❑ Conditional Use Permit _ Variance Request n Preliminary Plan ❑ Development Permit ❑ Final Plat ❑ Development Exaction Appeal ❑ Development Plat ❑ FEMA CLOMA/CLOMR/LOMA/LOMR ❑ Site Plan ❑ Grading Plan (l Special District Site Plan [l Other-Please specify below ❑ Special District Building /Sign L � ❑ Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: Comprehensive Plan Amendment ❑ Waterline Construction Documents ❑ TxDOT Driveway Permit ❑ Sewerline Construction Documents ❑ TxDOT Utility Permit ❑ Street Construction Documents n Drainage Letter or Report ❑ Easement Application ❑ Fire Flow Analysis ❑ Other- Please specify Special Instructions: 10/10 Print Form LTJ v w PROSPERITY BANK'' 41, FROM: Creek Meadows Partners,L.P. ISSUER: Prosperity Bank 1298 Arrington Rd, College Station,TX 77845 IRREVOCABLE LETTER OF CREDIT DATE: February 20,2015 TO BENEFICIARY: City of College Station Attention: Director of Development Services 1101 Texas Avenue College Station,Texas 77840 IRREVOCABLE LETTER OF CREDIT NO.: 1890 ISSUE DATE: 12:00 Noon Central Standard Time,February 20,2015 EXPIRATION DATE: 12:00 Noon Central Standard Time, February 20, 2016, or upon the completion e.) and final payment to all contractors,whichever occurs first. LOCATION OF PROJECT: Creek Meadows Subdivision,College Station,TX AMOUNT: FIFTY-THREE THOUSAND THREE HUNDRED NINETY-THREE AND 50/100 DOLLARS($53,393.50) \ 19.1„ ACCOUNT OF: Creek Meadows Partners,L.P.,(herein"DEVELOPER") 2800 S.Texas Avenue,Ste 401 Bryan,TX 77802 GENERAL TERMS&CONDITIONS: The Issuing Bank set out above hereby issues its IRREVOCABLE LETTER OF CREDIT NO. 1890 in favor of the CITY OF COLLEGE STATION,TEXAS, in accordance with CHAPTER 5,V.T.C.A.TEXAS BUSINESS AND COMMERCE CODE as varied by and pursuant to the CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE for the Account of DEVELOPER for an aggregate amount of up to FIFTY- THREE THOUSAND THREE HUNDRED NINETY-THREE AND 50/100 DOLLARS($53,393.50). This amount is available by your draft(s)payable at sight when accompanied by the following: 1. Sworn Statement by a duly authorized representative of the City of College Station,Texas, stating that Developer(s)has/have defaulted and failed to complete the performance and construction of the improvements described below in accordance with the UNIFIED DEVELOPMENT ORDINANCE of the CITY OF COLLEGE STATION,Texas,and that the proceeds from this Letter of Credit will either be utilized by the City of College Station,Texas,to complete such construction or will be returned by the City of College Station to the Issuing Bank: Creek Meadows Subdivision Section 3,Phase 3,Paving,Drainage and Utility Improvements. Prepared by: ydiaz 2/20/15 SPECIAL TERMS&CONDITIONS: 1. All banking fees/expenses/charges incurred are for the account of Developer. The City of College Station is not responsible for any charges in connection with a drawing under this Letter of Credit. This Letter of Credit is issued in conjunction with the development of Developer in the City of College Station,Texas,specifically for the following: To guarantee the payment and performance of the proposed construction improvements in Creek Meadows Subdivision Section 3, Phase 3, a proposed subdivision in the City of College Station, Texas, for a period not to exceed one (1)year from the date hereof. 2. Disbursements pursuant to this Letter of Credit will never exceed the above-stated amount,less any amount released by the City of College Station,Texas. The amount of credit under this Letter of Credit may be reduced upon approval and acceptance by the City of College Station of completed improvements,which reduction may only be made with the written authorization of the Director of Planning and Development Services of the City of College Station. 3. In accordance with SECTION 5.106 of the TEXAS BUSINESS AND COMMERCE CODE, this Letter of Credit may be modified, upon the execution and delivery to Issuer of a sworn statement giving consent to modification by the Director of Planning and Development Services of the City of College Station. 4. The Issuer of this Letter of Credit has caused this Letter to be signed by the undersigned officer who has attached proof of his authorization to sign, together with attestation by Issuer's authorized attesting officer and sealed with the seal of Issuer. ISSUER: Prosperity Bank BY: -/t„ ���� John ,! ynn lam''anking Center President / Attested By: STATE OF TEXAS * COUNTY OF BRAZOS * This instrument was acknowledged before me on February 20,2015,by John A.Flynn,III,Banking Center President,the authorized officer of Prosperity Bank,Issuer, a Texas Banking Corporation,on behalf of said Banking Corporation and in the capacity stated. "44111i,7' ORGAN¶A Sts a oiCTBx 8` />,), Notary P '.lic—State o'' exas Notary My Commission Expires 51'' NOVEMBER 10, 2018 1 f Prepared by: ydiaz 2/20/15 4,1742 www.OldhamGoodwin.com - � T; GROUP BROKERAGE 1 DEVELOPMENT MANAGEMENT Alan Gibbs Planning&Development Services 1101 Texas Avenue College Station,TX 77842 agibbs@cstx.gov February 20, 2015 VIA ELECTRONIC MAIL Re:Creek Meadows-Section 3,Phase 3 Letterof Credit Mr. Gibbs, The attached Letter of Credit for remaining infrastructure related to Creek Meadows Section 3, Phase 3 in the amount of$58,393.50 including contingency covers the following items: $50,085.00 for remaining HMAC and Sidewalks $3,000.00 for vegetation establishment. Your consideration in this matter is greatly appreciated. Sincerely, Chris Rhodes Vice President I Construction Management Development Services Oldham Goodwin Deelopment, LLC Bryan/College Station Houston 2800 South Texas Avenue,Suite 401 25222 Northwest Freeway,Suite 1-185 Bryan,Texas 177802 Cypress,Texas 177429 Phone:979.268.2000 I Fax:979.846.7020 Phone:281.256.2300 I Fax: 281.213.2095 Erika Bridges From: Carol Cotter Sent: Wednesday, October 29, 2014 2:28 PM To: Erika Bridges Subject: RE: Creek Meadows Street Lights Thanks! From: Erika Bridges Sent: Wednesday, October 29, 2014 12:14 PM To: Carol Cotter Subject: Creek Meadows Street Lights Carol, Here's a quick streetlight count on the 2 Creek Meadows sections I just approved. Please let me know if you need numbers from any other sections. CM Sec.3, Ph.3—3 CM Sec.5, Ph.3—5 Thanks, Erika Bridges, EIT, CFM Graduate Civil Engineer Planning&Development Services 1101 Texas Avenue,College Station,TX 77842 (979)764-3570 City of College Station Home of Texas A&M University 1 Erika Bridges From: Erika Bridges Sent: Tuesday, October 14, 2014 5:48 PM To: Jessica Bullock Subject: Creek Meadows Sec.3, Ph.3 Jess, They generally addressed all my comments. I still have a couple of FYI's for them: 1. The plans are approvable, but we will not be able to stamp the plans and issue the Development Permit until the Creek Meadows Lift Station Ph.2 Improvements are complete. 2. Based on the current cost estimate,the DP fee balance due before issuance of the Development Permit is $2,575.84. Please let me know if you want me to add these in Naviline. I figured they might be minor enough to just email since they are repeat FYI's from the first round of comments. Thanks, Erika Bridges, EIT, CFM Graduate Civil Engineer Planning&Development Services 1101 Texas Avenue,College Station,TX 77842 (979)764-3570 City of College Station Home of Texas A&M University ® 1 Jessica Bullock From: Jessica Bullock Sent: Wednesday, October 15, 2014 10:19 AM To: 'Rabon Metcalf' Cc: Erika Bridges Subject: Creek Meadows Sec 3, Ph 3 Rabon, The following are comments for the referenced project. 1. The plans are approvable, but we will not be able to stamp the plans and issue the Development Permit until the Creek Meadows Lift Station Ph.2 Improvements are complete. 2. Based on the current cost estimate, the DP fee balance due before issuance of the Development Permit is $2,575.84. I will be out of the office for the remainder of the week, but I will still check my email. Thanks, Jessica Bullock Staff Planner Planning & Development Services City of College Station P.O. Box 9960 1 101 Texas Avenue College Station, TX 77842 Office: 979.764.3570 Fax: 979.764.3496 Email:jbullock@cstx.gov Website: www.cstx.gov 1 FOR OFFICE U$ ONLY CASE NO.: /A.a. DATE SUBMITTED: ' RI 4ffil44 TIME: , IQ CITY OF COLT.E:GT STATION Home ofTexasAdMUniversity° STAFF: PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. ❑ New Project Submittal n Incomplete Project Submittal -documents needed to complete an application. Case No.: p Existing Project Submittal. Case No.: Project Name .(L�c'C- OAF.-- ,..,_ 1 MCAContact Nam -- Phone Number ( \ 7l� We are transmitting the following for Planning & Development Services to review and comment (check all that apply): ❑ Comprehensive Plan Amendment ❑ Non-Residential Architectural Standards E Rezoning Application ❑ Irrigation Plan ❑ Conditional Use Permit n Variance Request E, Preliminary Plan ❑ Development Permit Final Plat E Development Exaction Appeal ❑ Development Plat ❑ FEMA CLOMA/CLOMR/LOMA/LOMR ❑ Site Plan E Grading Plan ❑ Special District Site Plan [ Other- Please specify below ❑ Special District Building/Sign ] Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: E Comprehensive Plan Amendment ❑ Waterline Construction Documents ❑ TxDOT Driveway Permit E Sewerline Construction Documents ❑ TxDOT Utility Permit ❑ Street Construction Documents ❑ Drainage Letter or Report ❑ Easement Application n Fire Flow Analysis E Other- Please specify Special Instructions: 10/10 Print Form FOR OFFICE USE ONLY CASE NO.: e/-Of DATE SUBMITTED: .,r —A /5/ (kr° TIME: q.‘ 0 CITY OF Con FOE STATION �ST Home of Texas AdM University° STAFF: I PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. (I New Project Submittal ❑ Incomplete Project Submittal -documents needed to complete an application. Case No.: I I Existing Project Submittal. Case No.: Project Name < ('&/V7 /4was e- 2n J/ PAi'3 Contact Name /?,4i i'. ' Phone Number 2t ,208 We are transmitting the following for Planning & Development Services to review and comment(check all that apply): n Comprehensive Plan Amendment ❑ Non-Residential Architectural Standards I 1 Rezoning Application ❑ Irrigation Plan n Master Development Plan ❑ Variance Request n Preliminary Plat n Development Permit n Final Plat ❑ Conditional Use Permit ❑ Development Plat ❑ FEMA CLOMA/CLOMR/LOMA/LOMR I Site Plan ❑ Grading Plan n Special District Site Plan IN Other-Please s ecify below n Special District Building /Sign15n , (_01.. 4S1/42771°9 Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: n Comprehensive Plan Amendment ❑ Waterline Construction Documents n TxDOT Driveway Permit ❑ Sewerline Construction Documents ❑ TxDOT Utility Permit [ Street Construction Documents I Drainage Letter or Report [ Easement Application n Fire Flow Analysis n Other-Please specify Special Instructions: 10/10 Print Form ("111114 FOR OFFICE USE ONLY CASE NO.: (:::-(>2.-0‘ —1002-04- DATE 1002DATE SUBMITTED: (0 .4 I`1 I I5 TIME: � � 0 CITY 017 COLLEGE STATION � Home of Texas Ad-M University" STAFF: !/�.` PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. ❑ New Project Submittal n Incomplete Project Submittal -documents needed to complete an application. P&DS Project no.: [fl,. Existing Project Submittal. P&DS Project no.: 1Fp" kt--1 00201' Project Name C ' mea �l�S 5 c 3 Ph 3 Contact Name Phone Number We are transmitting the following for Planning & Development Services to review and comment(check all that apply): n Comprehensive Plan Amendment ❑ Non-Residential Architectural Standards ❑ Rezoning Application ❑ Irrigation Plan ❑ Conditional Use Permit ❑ Variance Request n Preliminary Plan Development Permit ❑ Final Plat ❑ Development Exaction Appeal ❑ Development Plat ❑ FEMA CLOMA/CLOMR/LOMA/LOMR ❑ Site Plan ❑ Grading Plan E Special District Site Plan ❑ Other- Please specify below n Special District Building /Sign ❑ Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: ❑ Comprehensive Plan Amendment ❑ Waterline Construction Documents ❑ TxDOT Driveway Permit ❑ Sewerline Construction Documents ❑ TxDOT Utility Permit ❑ Street Construction Documents n Drainage Letter or Report ❑ Easement Application ❑ Fire Flow Analysis X Other- Please speci V L-0( Vt c ed/1-4 Special Instructions: 10/10 Print Form Psfrt p.,Pr www.OldhamGoodwin.com NGROUP BROKERAGE I DEVELOPMENT I MANAGEMENT Alan Gibbs Planning& Development Services 1101 Texas Avenue College Station,TX 77842 agibbs@cstx.gov April 15, 2015 VIA ELECTRONIC MAIL Re: Creek Meadows-Section 3, Phase 3 Lett dit Mr.Gibbs, The attached amendment to the Letter of Credi. for remaining infrastructure related to Creek Meadows Section 3, Phase 3 reduces the amount to a total of$3,000.00 which covers vegetation establishment on lots which have not been affected by home builder activity as well as cleanup of silt accumulation in streets and storm sewer systems. Your consideration in this matter is greatly appreciated. Sincerely, Chris Rhodes Vice President I Construction Management Development Services Oldham Goodwin Development, LLC Bry Siation ; 2800 South Texas Avenue,Suite 401. 25222 Northwest Freeway,Suite 1.185 Bryan,Texas 177802 Cypress,Texas 1 77429 Phone:979.268.2000 1 Fax:979.846.7020 Phone 281.256.2300 1 Fax 281.213.2095 v v PROSPERITY BANK'' STANDBY LETTER OF CREDIT AMENDMENT Date: February 20, 2015 Letter of Credit Number: 1890 Amendment No: 1 Beneficiary: City of College Station Attention: Director of Development Services 1101 Texas Avenue College Station,Texas 77840 Applicant: Creek Meadows Partners, L.P. 2800 S.Texas Avenue, Suite 401 Bryan,Texas 77802 Irrevocable Letter of Credit No. 1890 Issued on February 20, 2015 for the account of Creek Meadows Partners, L.P., in favor of City of College Station, in the amount of USD$58,393.50 is hereby amended as follows: AMOUNT: From: $58,393.50 To: $3,000.00 All other terms and conditions remain unchanged. Please acknowledge acceptance and return the copy of this amendment in the envelope provided. Prosperity Ba k By: , Joh A. F ynn, B ing Center President Acknowledgement: City of College Station hereby accepts this amendment and all changes as described herein. By: o��ts�t-, 041s6/� � i>'J G6t. t��S 1 (printed name and title) Prepared by: ydiaz 4/15/2015