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HomeMy WebLinkAbout11-00400053- 00075899 -� CITY OF COLLEGE STATION Planning 6' Development Services 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 MEMORANDUM January 5, 2005 TO: Greg Taggart, MDG, via fax 979.693.4293 FROM: Jennifer Prochazka, Staff Planner SUBJECT: HORSE HAVEN ESTATES PH 2 (FP) - Final Plat Staff reviewed the above - mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information by Monday, January 10 at 10:00 a.m. to be placed on the next available Planning and Zoning Commission meeting scheduled for January 20, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas Avenue. Two (2) 24 x 36 copies and one (1) 11 x 17 of the revised final plat; and, Revised Construction Drawings. One (1) Mylar original with the appropriate signatures. If you have any questions or need additional information, please call me, Josh, or Carol at 979.764.3570. Attachments: Staff review comments cc: Alton Ofczarzak, via fax 979.690.2504 Case file #04- 00500270 Home of Texas A &M University STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN ESTATES PH 2 (FP) - 04- 00500270 PLANNING /ENGINEERING Ye Comments 11 thru,41 specifically apply to Phase 2 & 3 Construction Plans 1. Repeat Comment: The Tax Certificate reflects ownership under Burt & Virginia Hermann. Please revise application to reflect current ownership. 2. Repeat Comment: Our records show that you have paid the Development Permit fee; however, the proper certifications must be signed. The plat application must iscoo ralluio be signed. epeat Comment: Continue sidewalk on south side of Horse Haven Ln to the Appomattox Dr inte�r ,,ction, as ell as west of intersection on the north side of I Horse Haven Ln. r %f - 7 y „ ti., 4-4 r 1— s, .tl,, s, -� _ /<– L- 4. Repeat Comment: This submittal deals with Phase 2. The drawings show much more than Phase 2. Either submit as 2 separate sets or clearly indicate what infrastructure is to be built for phase 2 as well as temporary construction before hase 3 is commenced. peat Comment: You must provide construction drawings for the portion of Appomattox existing on the property with this pP g p p Y plat submittal. If you do not wish to p • build it at this time you must provide a construction cost estimate and provide a bond for the construction cost. repeat Comment: Please see VI.B.5 of the Drainage Design Manual in regard to pipes 24- inches and less are required to be designed with 25% less cross sectional area. This corresponds to a 133% increase in design flow. epeat Comment: Water report shows velocities in excess of 12 -ft per second. Please explain because this is in violation of the requirements. 8. Repeat Comment: Show entire ROW line on plans for temporary cul -de -sac easement on Horse Shoe Drive. ,� 69. Repeat Comment: Please note, no demolition of any infrastructure approved with 4 ase 2. %,' epeat Comment: Please ensure all construction notes refer to and conform to the CS U DG. y k,,,,.,-{,_ , 3 3 �. p RReminder to show all existing easements I affect this property and utilities on construction plans. The easement that is to be depicted as existing should be � formerly abandoned thru council rior� to fo arding- tor P�& Z if not depicted. — -- 1 to provide complete set of pla s 7 issing. k ,.��L i r reminder to provide proposed street gra ea roug out. -,-- ito e , - z -% Reminder to provide proposed final grade on all utility profiles. L c�k c= fl,Y minder to Sta. all fittings and services. vices. LAU ���c -.%`, Wr inder to label and show sidewalks to be 6ft wide. inder to provide differentiating line types, label top of ground, and show roposed grade (specifically on C8, C9, C10). heet C5, depict flood plain on plans, due to the site grading plans showing the grade to slope away from the development. r-- . NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 4 4 CL heet G8, provide additional detail depicting clearance between water line and storm inlets (1 -3) and at storm inlet (1 -4) provide easement for utility such that there is a minimum of 5ft. from the utility to'the edge of the asement or ROW (same ue on Sheet 010 with fire hydrant at Sta. 5 +70.00). 14 e sv „ £fi- /`` . Sheet G% clarify the extension of the existing water line to where it is proposed. . eet C8, cleanout at Sta. 18 +50.00 is labeled as manhole on pro • - -2 heet C9,- provide surface access to storm junction box (( -4: -nd (J -2). __- L p - -- . . heet C9, provide breakout of lateral storm drain conn tion between storm inlet (I- 4) and junction box (J -2). pir Sheet 010, at Sta. 1 +50.00, at least 4ft. of cover required between grade and water line. Wet heet C10, provide double 45 degree bends in water line to relocate fittings from under pavement at Sta. 3 +50.00. llerneet C10, manholes not numbered. 27 sheet 010, show detail of street bore across Horse Haven Lane and provid encasement detail (Encasement pipe shall conform to ASTM Specification A134, Qr Mild Carbon Steel, A139, Grade A, or AWWA C200 -91 Grade B, butt- welded joints /Y W Si with entire circumference welded by a certified welder shall be in accordance with C', 3 AWWA C200 -86 Section 3, also the encasement shall extend 2ft. past the edges of 4J/ w avement). k, heet_ , $provide all flow lines in and out for manhole at Sta 3 +74 C1 and Sta. +00 C16 . C , y' ,C6,,,, [-, 4-€ - /7 eet C11, drop manhole required for 6in. lines on manhole at Sta. 3 +74 (011). 30. heet C12, show design slope of water and sewer lines prior to Sta. 10 +00.00. .7 eet C12, label bend in water line around Sta. 13 +00.00. . heet C12, manhole at Sta. 13 +80.68 not labeled and manhole at Sta. 12 +25.00 is � i not depicted on profile view. sheet C12, show bend in water line on profile at Sta. 13+ 5_00..._ 924. cr- 63'Sheet C14, turnaround needs to be asphalt with provided, and temporary easement must also be provided. `� L� 1.4.1 4 �.� ° .� S ,, ' ') Sheet C16, provide contours for area between Sta. 1 +00.00 and 6 +29.43. ,Sheet C16, provide drainage and sewer easement extending to Sta. 6 +29.43:.'' '' (3.7- -Sheet C16, show detail of storm drainage from Sta. 1 +00.00 and 6 +29.43 - P A- , -W-- C+.A-'r meet C16, provide standard manhole tie in detail and notes that it is to be used on existing junction box tie in at Sta. 6 +29.43. 1Sheet C16, provide grade of 48in. storm sewer pipe. {heet C19, "Driveway Handicapped Ramp" are located at street crossings, not "Driveway" crossings. Reviewed by: Josh Norton and Carol Cotter Date: January 4, 2004 ELECTRICAL 1. Developer installs conduit per city specs and design. NOTE: Any changes made to the pla,:s, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 3 of 4 2. Developer provides 30' of rigid conduit for riser poles. Developer installs first 10' City installs remainder. 3. Developer installs pull boxes , secondary pedestal and transformer pads per city specs and design.(pull boxes, secondary pedestal and transformer pads provided by the city). 4. Developer provides easements for electric infrastructure as installed for electric lines (including street lights). 5. Developer will need to provide a temporary blanket easement on property to cover existing electric lines. (This is needed so existing easements can be abandon before the lines are moved or relocated.) Once project is complete and /or final plat is filed temporary blanket easement will be released. Overhead electric lines cannot be removed until underground conduit is installed by developer. 6. College Station Utilities will provide an electric design plan to the developer for the installation of conduit and for necessary easement to be added to final plat. 7. To obtain a copy of the design plan and discuss any of the above electrical comments, please contact Tony Michalsky at 979- 764 -3438. Reviewed by: Tony Michalsky Date: 1 -6 -05 1 7 4\- ; ' &. N , t,.rktr Arc 7 2 s, rery-e—ck c c / cts.....J C t.< 4i u o ez an,1„- r.., ci-(- -1Z.:1— NOTE: Any changes made to the plans that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 4 of 4 • CITY OF COLLEGE STATION O P ' DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 COLLEGE STATION Phone 979164.3570 / Fax 979.764.3496 MEMORANDUM March 28, 2006 TO: Greg Taggart, MDG, via fax 979.693.4243 FROM: Jennifer Prochazka, Senior Planner SUBJECT: HORSE HAVEN PH 2 & 3 (FP) - Final Plats Staff reviewed the above - mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information by Tuesday April 4 at 10:00 a.m. in order for the projects to be placed on the April 6 Planning & Zoning Commission meeting. Two (2) 24 "x36" copies of the revised final plat; One (1) Mylar original with the appropriate signatures. A digital copy of the plats should be sent to Sven Griffin at sgriffincstx.gov and Adrian Welsh at awelsh(a�cstx.gov. If you have any questions or need additional information, please call me or Josh Norton at 764 -3570. Attachments: Staff review comments cc: Oakwood Custom Homes Group, LTD., via fax 979.690.2504 Case file #04- 00500283 Home of Texas A &M University c o , 2551 Texas Ave. South, Ste. A, College Station, TX 77840 . A iI `�Ql'''S Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com --` 1 4 •.) Q 0 , LETTER OF TRANSMITTAL ff,, p r TO: W �J(�2�� a �'�- Ca( Q S-a` ot-. FROM: l O •r 6 YOV/ PP DATE: 4((o, MDG JOB NUMBER d ©0 �1' — ?`7 ATTACHED PLEASE FIND: NO. OF COPIES DESCRIPTION Et ve[Gwe r fs-c (--tub, , PkAle i Fft . 3 1-- evt THESE ITMES ARE TRANSMITTED AS CHECKED BELOW: C�J'FOR APPROVAL 0 FOR REVIEW ❑ FOR YOUR USE ❑ AS REQUESTED ❑ OTHER: COMMENTS: SIGNED: • 1 f------ • oq -aka 2551 Texas Ave. South, Ste. A, College Station, TX 77840 to ` � q Pw�� Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com � LETTER OF TRANSMITTAL TO: Jostt 1•10-A DA- -FIT acs 1/14.,4- Sevo Le r FROM: E , fte_ DATE: 4— t UC OG J ( -7-1,eef23 MDG JOB NUMBER: 50 751 377 S [ ict LST. 3 ATTACHED PLEASE FIND: NO. OF COPIES DESCRIPTION f r�ru.a ( Ate A 1 0f velc e r sc f. 3 l wS - THESE ITMES ARE TRANSMITTED AS CHECKED BELOW: t i'OR APPROVAL 0 FOR REVIEW 0 FOR YOUR USE 0 AS REQUESTED 0 OTHER: COMMENTS: SIGNED: 4110(J-04-4 Final Plats Infrastruct e Ac epted . C onded_. 0 3 r , I' 1 arkland Dedication Paid 0 .. j j, S 1 Impact Fees Paid N 1 Digital Filed k Tax Certificate _e5 MINUTES Regular Meeting Planning and Zoning Commission Thursday, April 20, 2006 at 7:00 p.m. Council Chambers College Station City Hall 1101 Texas Avenue College Station, Texas CITY Of CoI.I_E(E STATION ION P! dr Dev oprntrdt Ser ees COMMISSIONERS PRESENT: Chairman Scott Shafer, Dennis Christiansen, Bill Davis, John Nichols, Ken Reynolds, Marsha Sanford and Harold Strong. COMMISSIONERS ABSENT: None. CITY COUNCIL MEMBERS PRESENT: None. STAFF PRESENT: Staff Planners Lindsay Boyer, Jennifer Reeves and Crissy Hartl, Senior Planners Jennifer Prochazka and Trey Fletcher, Assistant City Engineer Alan Gibbs, Graduate Civil Engineers Carol Cotter and Josh Norton, Transportation Planner Ken Fogle, Director Joey Dunn, Assistant Director Lance Simms, Planning Intern Casey Page, Staff Assistants Jessica Kramer and Lisa Lindgren, Assistant City Attorney Carla Robinson and OTIS Action Center Representative Brian Cooke. 1. Call meeting to order. Chairman Shafer called the meeting to order at 7:04 p.m. 2. Hear Citizens. No one spoke during this item. 3. Consent Agenda. 3.1. Presentation, possible action and discussion on a Final Plat for Horse Haven Phase 2, consisting of 9 lots on 1.97 acres generally located at Earl Rudder Freeway and Horse Haven Lane. Case #04 -283 (JP /JN) 3.2. Presentation, possible action and discussion on a Final Plat for Horse Haven Phase 3, consisting of 54 lots on 14.43 acres, generally located at Earl Rudder Freeway and Horse Haven Lane. Case #04 -270 (JP /JN) April 20, 2006 P &Z Regular Meeting Minutes Page 1 of 5 [ p FOR OFFIC�EySE O/N1Lj� ���`r , D I P &Z CASE NO.: (/` t / v Q p COLLEGE STATION DATE SUBMITTED: if 8--0q FINAL PLAT APPLICATION (Check one) ❑ Minor ❑ Amending Fr Final ❑ Vacating ❑ Re plat ($300.00) ($300.00) ($400.00) ($400.00) ($600.00)* *Includes public hearing fee The following items must be submitted by an established filing deadline date for P &Z Commission consideration. MINIMUM SUBMITTAL REQUIREMENTS: Filing Fee (see above) NOTE: Multiple Sheets - $55.00 er additional sheet eet kOr k/ariance Request to Subdivision Regulations — $100 (if applicable) v",-Development Permit Application Fee of $200.00 (if applicable). Infrastructure Inspection Fee of $600.00 (applicable if any public infrastructure is being constructed) ✓ Application completed in full. 1-ii R' Copy of original deed restrictions /covenants for replats (if applicable). ✓ Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) ✓ One (1) copy of the approved Preliminary Plat and /or one (1) Master Plan (if applicable). Paid tax certificates from City of College Station, Brazos County and College Station I.S.D. ✓iA copy of the attached checklist with all items checked off or a brief explanation as to why they are not. 7 Two (2) copies of public infrastructure plans associated with this plat (if applicable). Parkland Dedication requir ent approved by the Parks & Recreation Board, please provide proof of approval (if applicable). ✓>C.0 ®fJ okA 04 PJ`l • riet. — Date of Preapplication Conference: NAME OF SUBDIVISION 4e sz6e- T S S Pci s C 7W IP SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) ..5 upo 7P (49 esEf-f /E,./ C.44•,t) APPLICANT /PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name R . p& (( 17466,4or Street Address c Y€-v1c A)C, . Cj City ) (1- _ Stzt41 r State Zip Code E -Mail Address 14 44:kGSiX al5000 caw!. Phone Number CTZ e 64 3 --(5 gr Fax Number( q (' € 3-- 49/4 3 PROPERTY OWNER'S INFORMATION: Name A it O l't V iA GG-- Street Address +it& a O 5e QO } ,t f C ity C®a E 9124-'J State Zip Code 7 E -Mail Address Phone Number (odic -( t l4 Fax Number Q9 00 ARCHITECT OR ENGINEER'S INFORMATION: Name AD& ,, ss Street Address CMG 44 Ce 7O J e City State Zip Code E -Mail Address Phone Number Fax Number 6/13/03 (3/20/2007) Deborah Grace - Horse Haven Estates Ph. 3.doc Page 1 f or\ O" ."-°61' f LETTER OF COMPLETION CITY ENGINEER DATE: / 0 ' o. - 06 CITY OF COLLEGE STATION COLLEGE STATION, TEXAS '/ RE: COMPLETION OF /41< Avr br S The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City is requested in order that we may finalize any sub- contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. ) ido v4.scf The one year warranty is hereby affirmed and agreed to by (10.40 and by their sub - contractors as indicated by signatures below. WORK COMPLETED DATE Wit 1 ( ST71 W k ✓ /...!),,...-6,4 I .4 T ,S -ewe✓ /d- o4, 3- l'i i I OWNER: 4, k,,,,,,,,/ HoMYf CONTRACTOR AdvRA eN Con -4 Address: (/)h /1N 6. Address: '1060 /-6.)Y 6 Co v• _ 7 0 ( 2 ,Y° // (-,. iJI_L ST I, 1 T 7 , /? 'O Signature. �_a:M " Signature: . . .� I or diry N ility Re.'resentative $ ACCEPTANCE & APPROVAL ` l City Engineer I I 1 STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN ESTATES PH.2 & 3 (PP) - 04- 00500234 ENGINEERING 1. Repeat Comment: Lot 13, Block 3, Phase 3 is required to have a minimum buildable area due to its irregular shape. As shown, the buildable area of is less than the minimum required when the 15' drainage easement is provided for the proposed storm sewer. The storm sewer would need to be rerouted in order to make this lot buildable. 2. Repeat Comment: The access easements provided on the plan should be Public Access Easements. There was a concern about the potential fencing of these easements, as shown. You may also wish to consider designating this space as "Common Area" and relocating lot lines (again, ensuring that they are accessible to the public). Reviewed by: Jennifer Prochazka Date: December 20, 2004 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 2 f STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN ESTATES PH 2 (PP) - 04- 00500193 ENGINEERING v1 Public Utility Easements are to be provided on the Preliminary Plat to meet the requirements of 8 -1.2 of the Subdivision Regulations. It is understood that 6) they are not being shown here for clarity. j 7 �i Lot 13, Block 3, Phase 3 is required to have a minimum buildable area due to its irregular shape. As shown, the buildable area of is Tess than the minimum required when the 15' drainage easement is provided for the proposed storm sewer. The storm sewer would need to be rerouted in order to make this lot uildable. The subject property has numerous existing structures that are required to be removed in order to plat the property. These structures will be required to be removed in order to file the Final Plat of the phase in which the structure is located. 4/The utility plan as shown is not approved with approval of the Preliminary 0 ), Plat. All utilities must be designed to meet the Unified Design Guidelines. The required reports must show compliance. The Guidelines prohibit dead - end waterlines. The previous Preliminary Plat was approved with these same i ) conditions. e �5. The Commission requested an access easement to the future Bikeway and Parkland. In light of this, the access easements provided on the plan should be Public Access Easements. There is a concern about the potential fencing of these easements, as shown. You may wish to consider designating this space as "Common Area" and relocating lot lines. 6. Please note, all phases of the project must "stand alone" in regard to utilities and access. Reviewed by: Spencer Thompson & Jennifer Prochazka Date:11 -8 -04 oq-3(f ( kff CITY OF COLLEGE STATION MEMORANDUM TO: Bridgette George, Development Services FROM: Brenda Godfrey, Legal Assistant SUBJECT: Public Utility Easement and Temporary Access Easement OAKWOOD CUSTOM HOMES GROUP, LTD. DATE: March 16, 2005 Attached are the following documents: 1. Original Temporary Access Easement — 0.21 acre tract of land in the Morgan Rector League, A #46, College Station, Brazos County, Texas. 2. Original Public Utility Easement — 0.13 acre tract of land in the Morgan Rector League, A #46, College Station, Brazos County, Texas. Please forward the above documents to the Owner so that they may be properly executed by the Owner and Lienholder (Compass Bank) before a Notary Public. Additionally, please advise the Owner that we will need a Resolution of the Directors of Oakwood Custom Homes Group, Ltd. authorizing Alton Ofczarzak to execute the Public Utility Easement and the Temporary Access Easement on behalf of Oakwood Custom Homes Group, Ltd. The Resolution previously provided only allowed Mr. Ofczarzak to sign the Temporary Blanket Utility Easement. Upon receipt of the fully executed Public Utility Easement and Temporary Access Easement, the documents will be executed by Legal and filed for record in the Brazos County Clerk's Office. If you need any additional information, please let me know. - 3UAA-‘ 2 4— Bg Attachments Legal Department P.O. BOX 9960 • 1101 TEXAS AVENUE COLLEGE STATION • TEXAS • 77842 TEL. 979.764.3507 • FAX. 979.764 -3481 www.cstx.gov (111 111511111111111111 CITY OF COLLEGE STATION Planning er' Development Services 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979) 764 -3570 / Fax (979) 764 -3496 MEMORANDUM October 12, 2004 TO: Greg Taggart, Municipal Development Group, Via fax 693.4243 FROM: Bridgette George, Assistant Development Manager SUBJECT: HORSE HAVEN ESTATES PH.2 & 3 (PP) - Preliminary Plat Staff reviewed the above - mentioned preliminary plat as requested but was unable to complete the review. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information to be scheduled for a future Planning & Zoning Commission meeting: One (1) copy of the revised preliminary plat. If you have any questions or need additional information, please call Spencer Thompson at 979.764.3570. Attachments: Staff review comments cc: Alton Ofczarzak, Via fax 690.2504." Case file #04- 00500234 Home of Texas A &M University STAFF REVIEW COMMENTS NO. 1 Project: HORSE HAVEN ESTATES PH.2 & 3 (PP) - 04- 00500234 ENGINEERING 1. The Preliminary Plat submitted is too busy and confusing to review. Please resubmit in a scale that is more appropriate for the amount of information shown on the plat. Please refer to previously approved preliminary plats for this project. Reviewed by: Spencer Thompson Date: October 12, 2004 ELECTRICAL 1. Developer installs conduit per city specs and design. 2. Developer provides 30' of rigid conduit for riser poles. Developer installs 2. first 10'. City installs remainder. 3. Developer installs pull boxes as per city specs and design.(pull boxes 4. provided by the city). 5. Developer provides easements for electric infrastructure as installed for electric lines (including street lights). 6. We are current working on electric layout for this projects. Will email it back to you for comments and easement locations per design. 7. To discuss any of the above electrical comments, please contact Tony Michalsky at 979.764.3438. Reviewed by: Tony Michalsky Date: 10 -07 -04 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 2 r '2 A. A Engineers, Surveyors, Planners, Consultants & Managers g t,J 2551 Texas Ave. South, Ste. A, College Station, TX 77840 4 .. c ), sor Office: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx a,yahoo.com O � 13 October 2004 Spencer Thompson, Development Engineer City of College Station 1101 Texas Avenue South College Station, TX 77842 Re: Horse Haven Estates, Case File # 04- 00500234, Preliminary Plat Submission, Memo dated 12 October 2004 Spencer: Received your comment that the plat is too busy and confusing to review. The plat should not require a great deal of Staff time or thought. We have made only a few changes from the previously approved preliminary plat. 1) We have broken the project into two phases for construction purposes. 2) We have connected the 2 bulb cul -de -sacs to achieve better "connectivity" in the area behind the existing house. 3) We have moved the lots around a bit- the additional street allows more effective use of the existing land and we have been able to gain 3 lots. I am a little concerned that it took 7 working days for you to provide a comment that the plat is "too confusing" to continue review. If you have difficulty in reading any document when it contains the items that are expected, our staff and I are always happy to assist. We will gladly provide blow -ups or one -on -one meetings to explain any items you find confusing. 000751 -c.34 (3775) I am providing a 1 " =50' drawing with a window exactly like that of the previously approved plat. We have moved the "easements to be abandoned" to a separate sheet, which is also included. I trust this will be less confusing and easier to review. I will call later this afternoon to discuss. Sincerely, MUNICIPAL DEVELOPMENT GROUP _ _ /7/` Gre• - K. T. _gait R.P.L.S. M. aging P ncipal/ Project Vaiager 000751 -c.34 (3775) y �i * ' --, 4 ,-, L I V Four2551 Texas Ave. South, Ste. A, College Station, TX 77840 �, C „cift, ` ,s Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx@yahoo.com , 4414 4, OA p- October 2004 Memo To: Jennifer Prochazka / Spencer Thompson From: Greg Taggart 14.'r- CC: Alton Ofczarzak, Oakwood Custom Homes Re: Horse Haven Estates Phases Two and Three Preliminary Plat, Staff Review Comments No. 2 We have noted your comments and made revisions or clarifications as appropriate. The response to Engineering comments as follows, numbered the same as the original comments: /We now show the Appomattox Drive connection. 6 2. We are submitting an easement release plat, as I told Spencer upon our original submission . This plat will cover all the miscellaneous easements to be released, plus the portion of the Horse Haven Drive cul -de -sac bulb which is being released for extension of the street. /We have re- designated the block. a l. See item 2. 5. Lot 9, : ock One will not be built upon until the Kolbe easement is properly relocated. W: - - - , , mina,' PO w / � V We have added a temporary turn- around as requested. .k„e ` ' Wc -F V! We have added the temporary turn - around, as addressed in item 6. )S '8' The home on Lot 18, Block Four, Phase Three ( the Burt and Virginia Hermann house) has been included in the plat. 9. Weave calculated and depicted the building area of Lot 13, Block Three. I 'l/ ��T 6:) &3 - 1 d 6 g6-1-4- c4.,ts . We have modified the "elbow" area to more clearly demonstrate compliance with the fire access standards. 11 We have added two bikeway access easements at appropriate locations. 0 000751-c.41(3775) �j (U 4'w \\ Cl'JW11'1/VCti 1 L mi l CTA daetAC :-h,C %, ? 1-r P . `� i tt$ i tooc di.( Q1 !L 4 12. The utility design will be confirmed by appropriate reports at the time of submission of the engineering plans. The utility scheme is essentially as it was previously approved, with the exception of changes necessitated by creating a connecting street in lieu of cul- de -sacs. 13. We have added a note as requested, to the effect that all structure will be removed at time of development, with the exception of the Hermann house and associated structures. 14. We have added an appropriate easement. 15. The water line "dead ends" have been clarified. They are in fact the same as previously approved on the Preliminary Plat dated August 23. 16. We have revised the two triangular areas to be outside the limit of development, as indicated on the master plan. 17. The triangular area on the south, abutting Lots 8,9,10, 11, 12, and 13 Block Three, has been removed from the limits of development. This has been at the direction of our client. If this will create a problem with the review, please let me know. 18. We have added additional callouts for the location of the flood plain line. No lot in Phases Two or Three lies within the 100 year flood plain. The on- ground location of the flood plain line is the subdivision boundary, except where otherwise indicated. Again, this is the same as the previously approved Preliminary Plat. , 7 4 CCSS pAp 51A 000751- c.41(3775) CITY OF COLLEGE STATION Planning o. Development Services CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979)764-3570 / Fax (979)764 -3496 TO: GREG TAGGART MDG RE: HORSE HAVEN PHASE 3 FAX: 979 - 693 -4243 FROM: Lisa Lindgren, Staff Assistant DATE: April 14, 2005 RE: Agenda & Staff Report P &Z Meeting, April 19, 2005 Following this coversheet is a copy of the Star Report that was prepared for the above referenced project. Please keep in mind that staffs responsibility is to provide the Planning & Zoning Commission with all pertinent facts of a development case, but that staff is not acting as an advocate for the applicants. Therefore, it is in the applicant's best interest to send a representative to the Planning & Zoning Commission meeting to speak on behalf of the proposal. This item is scheduled for the April 19, 2005, Planning & Zoning Commission Meeting. This meeting will begin at 7 :00 P.I. in the City Hall Council Chambers., 1101 Texas Avenue. 1 have included a copy of the agenda for this meeting. Please contact our office at (979) 764-3570 if you should have any questions. Thanks. TRANSMISSION VERIFICATION REPORT TIME : 04/14/2005 11:15 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BROE2J341073 DATE, TIME 04/14 11:12 FAX NO. /NAME 96934243 DURATION 00:02:57 PAGE(S) 05 RESULT OK MODE STANDARD s L 'suoilsanb Aug aA1lj mow no, 3! OL S £- 9L (6/.6) 3 ao o mo logiuoo assail srq; xoj txpuailti aid JO MOO 11 papnjaus GAIN 1 'armaAV s . tot t "siaqulsgD Itauno3 pH AID alp ui Ica 00:1. Ts u ►q !um &uji; nu stgy - $uz ;aan uoplitWWuoj $up oZ a,, $a1UIIBIJ `SOOZ `6i I Idle atp io3 papnpaq si um! s qj. •jEsodo.d alp jo aq uo 3reads p. &u4613u1 uOt spituoD Stiluoz Ver1UtT3[d MO 0; *ARInLTASart a3 tT TAMS 01 ISGI$lu1 isaq s t ddtt alp ut sr ii 4 aiojoi r , , swe3rjddaa alp ioo aleno pe uu s Ruth tau s!apris pup xnq `acs ;uatudojatop jo luoup rad tp3 q1 PA uotssgutu00 $u juoz I► &Tumid atp apTAoid Qt sl A ugisuodsa4 sjjins Imp pup rn daal assaki - tafoid paauaraaai anogu alp inj pa.idaad sem aug1 aiodax his alp Jo 1doo u sr jaagSJOAOD s?g �rxtm �jad SOOZ GX 1pdy ` Tr9aoy z g Podgy 3 uaS Vuagy :33 0002 `VI Rardv 4u14s1ssv J IS `uaz uri I'1 OW E'Z C69 -6L6 : 3 gSVIici ■12AVT asuou Dow _oxvoovi O If 411 (irrie"" CITY OF COLLEGE STATION Planning d Development Services CITY OF COLLEGE STATION PLANNING & DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone (979)764 -3570 / Fax (979)764 -3496 TO: OAKWOOD CUSTOM HOMES GROUP, LTD. ALTON OFCZARZAK RE: HORSE HAVEN PHASE 3 FAX: 979 - 690 -2504 FROM: Lisa Lindgren, Staff Assistant DATE: April 14, 2005 RE: Agenda & Staff Report P &Z Meeting, April 19, 2005 Following this coversheet is a copy of the Staff Report that was prepared for the above referenced project. Please keep in mind that staff's responsibility is to provide the Planning & Zoning Commission with all pertinent facts of a development case, but that staff is not acting as an advocate for the applicants. Therefore, it is in the applicant's best interest to send a representative to the Planning & Zoning Commission meeting to speak on behalf of the proposal. This item is scheduled for the April 19, 2005, Planning & Zoning Commission Meeting. This meeting will begin at 7:00 P.M. in the City Hall Council Chambers., 1101 Texas Avenue. I have included a copy of the agenda for this meeting. Please contact our office at (979) 764 - 3570 if you should have any questions. Thanks. TRANSMISSION VERIFICATION REPORT TIME : 04/1412005 11:18 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BR0E2J341073 DATE, TIME 04114 11:17 FAX NO. /NAME 96902504 DURATION 00:01:23 PAGE (S) 05 RESULT OK MODE STANDARD ECM 'mpreitt suor2sanb iue OA:Bq moils nod J4 OL5E" t9L (6L6) aolaJo ono imluoa aseaid urtaaur sr ao rpm age Jo Adoo papniaui 0A1311 I 'atlua<AV staxad, TOT I .. no � a ui 00;L 1112,9c1 j[y $ur}aaru 51 1 1 1,1, 141 9 0 a1,11 LO!S$!W QO SII*10Z * Su! iu1 E `SOOZ 6 61 Lady agn doh painpatps Sr um! slqi, •Fsodoid alp jopalm! uo )ads tupootu uoiss!unuoDISupoz #g Budd eqp of oAftin otosdz3 pug o tsatatu! lsaq s t rnvatiddg alp us sx 1y alp .toj a nomn use sv 'Rues Ion signs ley inq cost* 4uourtiopAap $ 40 spP d Tre gip& uo /ssttnwoD Stquo7 2g mid auk ap!noid si A2giq suoddar. sjsels o n paw uu daa asnaid • oafoid paauauajai anoga a Joj pa.nadaxd SEM ql UOda); 03S 941 JO 4d00 '8 St xaagsxaAao srtp Supttolloa cOCIE `6i ud ' gas IXOdax jp345 g npu'alk gOOZ ` PAT MUICI prelsIssy gels 4 ua2 uri '1 � U to$z- o69646 C nrciti MaAVII 3S 110H xvzzrizado NOM , rr rrr `Annun ggWClw TAVOIQfl3 CrOOA&TNVO i. STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN PH 3 (FP) - 04- 00500283 ENGINEERING 1. Make a note on the final plat, that there will not be any alteration to the drainage facilities, the flood plain excavation area or the detention /retention facilities, as noted in section 2.3 of the Academy drainage easement. 2. Certification to accompany the drainage report from a licensed engineer stating that the drainage plan for Horse Haven Estates will not cause any alteration to the drainage facilities, the flood plain excavation area or the detention /retention facilities, as noted in section 2.3 of the Academy drainage easement and that Academy's drainage system will continue to function as it was originally designed to function. 3. Provide a private drainage easement for the area between Horse Haven Estates to the pond. 4. Phase 3 construction document comments will follow in the next week, please contact me if you have any questions. Reviewed by: Josh Norton Date: April 8, 2005 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 2 STAFF REVIEW COMMENTS NO. 2 Project: HORSE HAVEN PH 3 (FP) - 04- 00500283 PLANNING /ENGINEERING Comments 1 and 2 specifically apply to Phase 3 Final Plat 1. Reminder to show all existing easements that affect this property. Existing easements should be formerly abandoned thru council prior to forwarding to P & Z if not depicted. 2. Provide Proposed Variable Width P.U.E. near inlet (1 -3) allowing enough clearance such that there is a minimum of 5ft. from the utility to the edge of the easement or ROW, much like the Proposed Variable Width P.U.E. near inlet (1 -4), same issue with Fire Hydrant 3. Comments 7 - 24 specifically apply to Phase 2 and 3 Construction Plans 3. Please prepare and submit construction plans for Phase 2 separately from Phase 3. 4. You must provide construction drawings for the portion of Appomattox existing on the property with this plat submittal. If you do not wish to build it at this time you must provide a construction cost estimate and provide a bond for the construction cost. 5. Show all existing easements that affect this property and utilities on construction plans. Existing easements should be formerly abandoned thru council prior to forwarding to P & Z if not depicted. 6. Provide proposed street grades throughout, as well as a reference explaining L1 and L2. 7. Provide proposed final grade on all utility profiles. 8. FYI: Sidewalk is not required on both sides of Horse Haven Lane. Current plans show existing sidewalks, whereas previous plans did not. 9. Reminder that water lines should be C909 not C900. 10. Sheet C7, provide surface access to storm junction box (J -2). 11. Sheet C7, check T /RIM bust at (J -2). 12. Sheet C8, for street bore across Horse Haven Lane and provide call out of materials and 14" steel casing is required. 13. Sheet C8, clarify flow line out for manhole at Sta. 3 +74.00. 14. Sheet C10, show design slope of water and sewer lines. 15. Sheet C12, show detail of Asphalt Base Temporary Turn Around. 16. Sheet C14, provide grading contours for area between Sta. 1 +00.00 and 6 +29.43. 17. Sheet C14, provide drainage and sewer easement extending to Sta. 6 +29.43.. 18.Sheet C14, provide drainage calculations for drainage from Sta. 1 +00.00 and 6 +29.43 19. Sheet C14, for open channel flow at least 0.4% grade required. 20. Sheet C14, missing FL IN at Sta. 0 +00.00 Manhole, please number manholes. Reviewed by: Josh Norton and Alan Gibbs Date: January 24, 2004 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 2 of 3 ELECTRICAL 1. Developer installs conduit per city specs and design. 2. Developer provides 30' of rigid conduit for riser poles. Developer installs first 10' City installs remainder. 3. Developer installs pull boxes, secondary pedestal and transformer pads per city specs and design.(pull boxes, secondary pedestal and transformer pads provided by the city). 4. Developer provides easements for electric infrastructure as installed for electric lines (including street lights). 5. Developer will need to provide a temporary blanket easement on property to cover existing electric lines. (This is needed so existing easements can be abandon before the lines are moved or relocated.) Once project is complete and /or final plat is filed temporary blanket easement will be released. Overhead electric lines cannot be removed until underground conduit is installed by developer. 6. College Station Utilities will provide an electric design plan to the developer for the installation of conduit and for necessary easement to be added to final plat. 7. To obtain a copy of the design plan and discuss any of the above electrical comments, please contact Tony Michalsky at 979 - 764 -3438. Reviewed by: Tony Michalsky Date: 12 -17 -04 Revised Date. 1 -6 -05 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. 3 of 3 FROM : HERMANN RTY PHONE NO. : 979 680 0466 May. 11 2005 05:14PM P1 t *41 • 7 ‘wc---) alow)f (gw- 7.f . -Z 14 ec.9 if FROM ^ HERMANN RTY PHONE NO : 979 680 0466 May. 11 2005 05'15PM P2 Z('"' 1 il i ti/ i ,.... 6 , , - K 15 4°' . l' - " 4- i „ 0 / .', ' . 1 f"--.. p / r 0 \ , :,-• / - ' 1 1 1:(37/2 1 -- 4 ' _ f PR, `*.inyr 0 n 1 I CHORIO wvv5 iiP 2 : --17.- N 88.2 i Q i • 5 .-g ), R.i.J.i.i. n5 P v ' ' . ' it- ir 32,90' . / , 4 /FAG J vit ,.*: On ''''' ----4 -- 50420/Iii- 1114 1 . P fl- 4 ,____ _ r / . ,.7., 9. .\\. „,,> , . ro ,,,_ (ARABI . 41EX01 Tr Th i G )- ' A VTELIALLI" . . . \ '''''' V/ . _..E....' t -.'''''''"-''''''s 3,te\ ill i tS L lc grrdei i4/ (...Cjii). otez> ,. iv, - - ...t.ir" , -"F "IV011e./ Pijitrillillb -1'. . 2. '''-. 4 - ....._16......" in ,-• NE ,,, f,-,, / I T. OT —i ---- 11'..igio .,...pv -' TO 1 \ .- PROP( / , . . 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OA./ 0: ) •r 0/I ` e),tit ---------... � 5�1 3 4/72 r /i a,4 ^c.-1 , . t.4..,,,. e ____, * 1 3 "V ( 4, ( 1 t 1 It e % 1 e "/'' - EA ' A ` 4--- tr Qf_„r� \ I q7 1 i 1 Id \ t4 0 ,.--.,_,. t fi lX1617i Ll ( 2-324. 14.'s"A' . -L'S S 1 , I r 04 ,e_,,L)- Ma 6-to--44_, •,. • - ( 0,„_ 1 7 ''' I t.2-e-(-/-t--- � t. .� . ' 'x a . 4C-Z-"j i / 9 - - . 6 i '" fg fr ' . ``,, A C' e 3-•-" l 3 STAFF REVIEW COMMENTS NO. 1 (RE- SUBMITTAL) Project: HORSE HAVEN PH 2 & 3 (FP) -FINAL PLAT - RESIDENTIAL (04- 00500283) PLANNING & ENGINEERING 1. We will need the most recent (paid) tax certificates prior to filing the plats. Horse Haven Preliminary Plat 1. Each phase line or "bolded line" needs to have its own set of calls and distances. 2. Please double check that you can make this plat close by going off the calls and distances from each phase line prior to resubmitting, as not to slow this plat down. 3. Please check the western property line of Phase 3, Block 1, Lot 10, as it is called out to be 55.07 -ft here, but 65.08 -ft on the Phase 3 Final Plat Horse Haven Phase 2 Final Plat 1. Each phase line or "bolded line" needs to have its own set of calls and distances. 2. This plat does not close. Please double check that you can make this plat close by going off the calls and distances from each phase line prior to resubmitting, as not to slow this plat down. 3. Curves C1, C2, C4, C5 are used but C3 is not? Horse Haven Phase 3 Final Plat 1. Each phase line or "bolded line" needs to have its own set of calls and distances. 2. Please double check that you can make this plat close by going off the calls and distances from each phase line prior to resubmitting, as not to slow this plat down. 3. Please change the bolded lines to only identify the exterior boundaries of the plat. To be able to meet the April 6 P &Z meeting these corrections must be made and resubmitted by Tuesday, April 4th. Reviewed by: Jennifer Prochazka / Josh Norton Date: March 28, 2006 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. • STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN PH 3 (FP) - 04- 00500283 ENGINEERING 1. Make a note on the final plat, that there will not be any alteration to the drainage facilities, the flood plain excavation area or the detention /retention facilities, as noted in section 2.3 of the Academy drainage easement. 2. Certification to accompany the drainage report from a licensed engineer stating that the drainage plan for Horse Haven Estates will not cause any alteration to the drainage facilities, the flood plain excavation area or the detention /retention facilities, as noted in section 2.3 of the Academy drainage easement and that Academy's drainage system will continue to function as it was originally designed to function. 3. Provide a private drainage easement for the area between Horse Haven Estates to the pond. 4. Phase 3 construction document comments will follow in the next week, please contact me if you have any questions. Reviewed by: Josh Norton Date: April 8, 2005 STAFF REVIEW COMMENTS NO. 1 (RE- SUBMITTAL) Project: HORSE HAVEN PH 2 & 3 (FP) -FINAL PLAT - RESIDENTIAL (04- 00500283) PLANNING & ENGINEERING 1. We will need the most recent (paid) tax certificates prior to filing the plats. Horse Haven Preliminary Plat 1. Each phase line or "bolded line" needs to have its own set of calls and distances. 2. Please double check that you can make this plat close by going off the calls and distances from each phase line prior to resubmitting, as not to slow this plat down. 3. Please check the western property line of Phase 3, Block 1, Lot 10, as it is called out to be 55.07 -ft here, but 65.08 -ft on the Phase 3 Final Plat Horse Haven Phase 2 Final Plat 1. Each phase line or "bolded line" needs to have its own set of calls and distances. 2. This plat does not close. Please double check that you can make this plat close by going off the calls and distances from each phase line prior to resubmitting, as not to slow this plat down. 3. Curves C1, C2, C4, C5 are used but C3 is not? Horse Haven Phase 3 Final Plat 1. Each phase line or "bolded line" needs to have its own set of calls and distances. 2. Please double check that you can make this plat close by going off the calls and distances from each phase line prior to resubmitting, as not to slow this plat down. 3. Please change the bolded lines to only identify the exterior boundaries of the plat. To be able to meet the April 6 P &Z meeting these corrections must be made and resubmitted by Tuesday, April 4th. Reviewed by: Jennifer Prochazka / Josh Norton Date: March 28, 2006 NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the City, will constitute a completely new review. STAFF REVIEW COMMENTS NO. 3 Project: HORSE HAVEN PH 3 (FP) - 04- 00500283 ENGINEERING 1. Make a note on the final plat, that there will not be any alteration to the drainage facilities, the flood plain excavation area or the detention /retention facilities, as noted in section 2.3 of the Academy drainage easement. 2. Certification to accompany the drainage report from a licensed engineer stating that the drainage plan for Horse Haven Estates will not cause any alteration to the drainage facilities, the flood plain excavation area or the detention /retention facilities, as noted in section 2.3 of the Academy drainage easement and that Academy's drainage system will continue to function as it was originally designed to function. 3. Provide a private drainage easement for the area between Horse Haven Estates to the pond. 4. Phase 3 construction document comments will follow in the next week, please contact me if you have any questions. Reviewed by: Josh Norton Date: April 8, 2005 MINUTES Regular Meeting Planning and Zoning Commission Thursday, April 20, 2006 at 7:00 p.m. Council Chambers College Station City Hall 1101 Texas Avenue ~~ College Station, Texas CITY OF COI1_EC 1: 'IKI ION Planning ning dr AvdOpirril Sermal COMMISSIONERS PRESENT: Chairman Scott Shafer, Dennis Christiansen, Bill Davis, John Nichols, Ken Reynolds, Marsha Sanford and Harold Strong. COMMISSIONERS ABSENT: None. CITY COUNCIL MEMBERS PRESENT: None. STAFF PRESENT: Staff Planners Lindsay Boyer, Jennifer Reeves and Crissy Hartl, Senior Planners Jennifer Prochazka and Trey Fletcher, Assistant City Engineer Alan Gibbs, Graduate Civil Engineers Carol Cotter and Josh Norton, Transportation Planner Ken Fogle, Director Joey Dunn, Assistant Director Lance Simms, Planning Intern Casey Page, Staff Assistants Jessica Kramer and Lisa Lindgren, Assistant City Attorney Carla Robinson and OTIS Action Center Representative Brian Cooke. 1. Call meeting to order. Chairman Shafer called the meeting to order at 7:04 p.m. 2. Hear Citizens. No one spoke during this item. 3. Consent Agenda. 3.1. Presentation, possible action and discussion on a Final Plat for Horse Haven Phase 2, consisting of 9 lots on 1.97 acres generally located at Earl Rudder Freeway and Horse Haven Lane. Case #04 -283 (JP /JN) 3.2. Presentation, possible action and discussion on a Final Plat for Horse Haven Phase 3, consisting of 54 lots on 14.43 acres, generally located at Earl Rudder Freeway and Horse Haven Lane. Case #04 -270 (JP /JN) April 20, 2006 P &Z Regular Meeting Minutes Page 1 of 5 3.3 Presentation, possible action, and discussion on a Final Plat for Indian Lakes Phase VIII, consisting of 36 lots on 69.67 acres, generally located southeast of the intersection of Indian Lakes Drive and Chaco Canyon Drive, in the City's extraterritorial jurisdiction. Case #06- 500047 (JP /CC) 3.4 Presentation, possible action, and discussion on a Preliminary Plat for Aggieland Business Park consisting of 17 lots on 117.48 acres located at 5942 Raymond Stotzer Pkwy generally located at the northwest corner of FM 60 and Jones Road in the College Station ETJ. Case #06- 500048 (TF) Commissioner Davis motioned to approve the consent agenda. Commissioner Christiansen seconded the motion, motion passed (7 -0). Regular Agenda 4. Consideration, discussion, and possible action on items removed from the Consent Agenda by Commission action. No items were removed from the consent agenda. 5. Presentation, possible action, and discussion on a concept / site plan for previously approved Conditional Use Permit for the Wolf Pen Creek (WPC) Condos in the WPC Design District consisting of 7.61 acres located at 305 Holleman Dr. E., generally located on the north side of Holleman between George Bush Drive East and Dartmouth Drive. Case #06- 500001 (TF /CC) Trey Fletcher, Senior Planner, presented the item. Commissioner Nichols motioned to approve the item. Commissioner Christiansen seconded the motion, motion passed (7 -0). 6. Public hearing, presentation, possible action, and discussion on a Variance to Section 18 of the Subdivision Regulations (Platting & Replatting Within Older Residential Subdivisions) and public hearing, presentation, possible action, and discussion on a Replat of Lots A & B, Block 2, Prairie View Heights Subdivision, consisting of 3 lots on 0.293 acres, generally located north of and adjacent to Columbus Street. Case #06- 500055 (JP /CC) Jennifer Prochazka, Senior Planner, presented the request for the Variance and the Replat. Ms. Prochazka recommended approval of the variance request and recommended approval of the replat if the variance request was approved. She stated that several phone calls had been received regarding the property, but none of the calls were in objection to the replat. Terry Smith, 803 Pace, College Station, Texas. Mr. Smith spoke in favor of the variance and replat. April 20, 2006 P &Z Regular Meeting Minutes Page 2 of 5 Commissioner Sanford motioned to approve the variance request. Commissioner Davis seconded the motion, motion passed (7 -0). Commissioner Davis motioned to approve the replat. Commissioner Christiansen seconded the motion, motion passed (7 -0). 7. Public hearing, presentation, possible action, and discussion on a Replat of Nantucket Subdivision Phase 2, a Final Plat of Nantucket Subdivision Phase 7, and a Final Plat of South Hampton Subdivision Phase 4, collectively consisting of 21 lots on 15.99 acres, generally located at the southwest corner of State Highway 6 West Frontage Road and Nantucket Drive. Case #06- 600057 (JP /CC) Jennifer Prochazka, Senior Planner, presented the replat of Nantucket Subdivision Phase 2, the Final Plat for Nantucket Subdivision Phase 7, and the Final Plat for South Hampton Subdivision Phase 4. Ms. Prochazka recommended approval of the plat as submitted. She stated that the plat was in compliance with the zoning, the preliminary plat, and the Concept Plan, and that the plat was in compliance with the Comprehensive Plan. Miles Orin, 1209 Winddrift Cove, College Station, Texas.; Joe Powell, 1605 Harpers Ferry, College Station, Texas; Glenn Meyers, 1609 Harpers Ferry, College Station, Texas; Pat Kulchen, 1503 Fairhaven Cove, College, College Station, Texas; Paul Bollin, 1207 Winddrift Cove, College Station, Texas; all spoke in opposition of the replat. Some of their concerns were access and roads in and out of the area, wildlife preservation, the size of lots and homes being built, timely notification of the replat, and time constraints in order for residents to review the preliminary plat and replat. Joe Schultz, 3208 Ensbrook, College Station, Texas and Phyllis Hobson, 9304 Chadwick, College Station, Texas, both spoke in favor of the replat. Commissioner Davis motioned to approve the final plat of Phase 7, which would include Lots 1 through 9. Commissioner Strong seconded the motion, motion passed (7 -0). Commissioner Davis motioned for approval of the final plat of South Hampton Phase 4, Lots 7 -14, which excludes Lots 5 and 6. Commissioner Sanford seconded the motion, motion passed (7 -0). Commissioner Davis motioned to deny the replat of Nantucket Subdivision Phase 2 as submitted due to the notification error. Commissioner Sanford seconded the motion, motion passed (6 -1). Commissioners Sanford, Nichols, Christiansen, Shafer, Davis and Strong were in favor of the motion. Commissioner Reynolds opposed the motion. April 20, 2006 P &Z Regular Meeting Minutes Page 3 of 5 8. Public hearing, presentation, possible action, and discussion on a Rezoning from A -O Agricultural -Open to C -3 Light Commercial consisting of one lot on 3.67 acres located at the southeast corner of State Highway 40 and Barron Road. Case #06- 500053 (TF /JN) Trey Fletcher, Senior Planner, presented the rezoning and recommended approval. Commissioner Nichols motioned to approve the rezoning. Commissioner Christiansen seconded the motion, motion passed (7 -0). 9. Public hearing, presentation, possible action and discussion on an amendment to the Comprehensive Land Use Plan for approximately 1.4 acres from Floodplain to Retail Regional for the area generally located southwest of the intersection of future Decatur Drive and future Arrington Road. Case #06- 500069 (LB) Lindsay Boyer, Staff Planner, presented the item. Chuck Ellison, 2902 Camille Drive, College Station, Texas and Joe Schulz, 3208 Ensbrook, College Station, Texas spoke in favor of the amendment to the Comprehensive Land Use Plan. Commissioner Nichols motioned to approve the amendment to the Comprehensive Land Use Plan. Commissioner Christiansen seconded the motion, motion passed (7 -0). 10. Public hearing, presentation, possible action, and discussion on a rezoning for Spring Creek consisting of 1 lot on 28.01 acres located at 4300 SH 6 S in the general vicinity of the future intersection of Decatur Drive and Arrington Drive, southwest of the existing intersection of Alexandria Avenue and Decatur Drive from R -4, Multi - family, A -O, Agricultural Open, and R -1, Single Family to R -1, Single Family Residential, A -P, Administrative Professional, and C -1, General Commercial. Case #06- 500029 (LB /CC) Lindsay Boyer, Staff Planner, presented rezoning and recommended approval. Chuck Ellison, 2902 Camille Drive, College Station, Texas. Mr. Ellison spoke in favor of the rezoning. Commissioner Christiansen motioned to approve the rezoning. Commissioner Davis seconded the motion, motion passed (7 -0). April 20, 2006 P &Z Regular Meeting Minutes Page 4 of 5 11. Adjourn. Commissioner Davis motioned to adjourn. Commissioner Nichols seconded the motion, motion passed (7 -0). Approved: Scott Shafer, Chairman Planning and Zoning Comm ssion Attest• . 2126 , Lisa Lindgren, Staff Assista Planning and Development Services April 20, 2006 P &Z Regular Meeting Minutes Page 5 of 5 cti L941 009'61.1.9', ' Z 4'E48L'005'9£L$ 49LL - 099- - 19 '4960 - LL Z -41419 L'000'9Z L$'' .---- -- 2 J7 I - 6L6 '00.'66$ 'pa' eos ; Z - b'9L l'OOL'E£ L$'1 -puel 'iu!e9 gsa,1 's.oual •I 6-4'958L'009'6£L$', I Aoenudne Did '. 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OAOW Nom* le 6upels IE osio A0f! air Olb6 SSZ 81£8 1.£L ; UMOolE 6Z a n ow 184 Ma ea,es u! ' avow ZZZB 8LL •lno sn 0e a '000'ELL$ S,a�laq do -o0 �_ /�., y�f�(ax wnl •38M pens 6ui lau•sawoyisooMol•MMM anin10 , 'non rt le 6ui '.,auMO As •sae luapnls 1 6uiouew, Ieioadg , 6 -- . ,-e) --;,' 1 5 , 7 , 0 gr,,,,,„/ , ./tly w or'',1--2' . ,,„/-27) ,,,,,71y , ,„ -I / ,p, - ; d' , iT , J.---- / ..._____._____ ,,,,,, __„,,,,,,---/. . , .' - 9i co/ .....-_,,, , ...,,,---) j V FOR OFFICE U E ONLY P&Z CASE NO.: D7 COLLEGE .STATION 1 - S - / j [ J . DATE SUBMITTED: 1 v ' PRELIMINARY PLAT APPLICATION The following items must be submitted by an established filing deadline date for P & Z Commission consideration. MINIMUM SUBMITTAL REQUIREMENTS: Filing Fee of $400.00. Variance Request to Subdivision Regulations - $100 (if applicable) Application completed in full. Thirteen (13) folded copies of plat. (A revised mylar original must be submitted after staff review.) One (1) copy of the approved Master Plan if applicable. A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. Rezoning Application if zone change is proposed. Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Date of Preapplication Conference: ois,e NAME OF SUBDIVISION , ` � r2$E I ST ce 76 a cwat uA SPECIFIED LOCATION OF PROPOSED SUBDIVISION n'IC ¶ r'(_sr c frk . APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name ACi., �o rJ 67F C .6,612-14(— Street Address Po. ?":;')c at `CI City ct S. Ty 1 ct-S State T C Zip Code - 11274--S E -Mail Address Phone Number 911 6 ?o 1504 Fax Number O 1o4 PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name vi—T Ha-m .4/4A) Street Address 2-1 HbacSe ( N C ity C S - State TX Zip Code `7 7 " ( E -Mail Address Phone Number 643 '( S(3 Fax Number ARCHITECT OR ENGINEER'S INFORMATION: Name � 4C� �, �`S �� . Street Address -1007 EiSSTY 4 M.(1_K—, Su- 163 r City(el ;e 9 — ,T) State - 1 - )C Zip Code `77 p E -Mail Address VAheSf r e hC,yuL -Giro r, co W Phone Number (09 3 i too Fax Number (q 2 (d 75 Total Acres Of Subdivision F R -O -W Acreage C Total # Of Lots 2/- Number Of Lots By Zoning District 2Z / 1 / / Average Acreage Of Each Residential Lot By Zoning District: Floodplain Acreage ° C — Parkland dedication by acreage or fee? A statement addressing any differences between the Preliminary Plat and approved Master Plan (if applicable) /- Requested variances to subdivision regulations & reason for same N Requested oversize participation T•SSIP tip Grifisbe To STOle -wi S � JJ& Parkland Dedication due prior to filing the Final Plat: ACREAGE: # of Acres to be dedicated # of acres in floodplain # of acres in detention # of acres in greenways OR FEE IN LIEU OF LAND: ZZ # of Single- Family Dwelling Units X $556 =$ i�lZ';Zc?e 4 20 -4 (date) Approved by Parks & Recreation Board The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. The undersigned hereby requests approval by the City of College Station of the abooe identified plat and attests that all respective owners have been identified on this application. UCti: / —� Sign and Titi 7) Date CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 COLLEGE STATION College Station, Texas 77842 Phone 979/64.3570 / Fax 979.764.3496 MEMORANDUM April 12, 2004 TO: Alton Ofczarzak, Via fax 690.2504 ✓ FROM: Bridgette George, Assistant Development Manager SUBJECT: HORSE HAVEN ESTATES PH 2 (PP) - Preliminary Plat Staff reviewed the above - mentioned preliminary plat as requested but had to stop review. The following page is a preliminary list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and to be schedule for a future Planning & Zoning Commission meeting: One (1) copy of the revised preliminary plat. If you have any questions or need additional information, please contact Jennifer Prochazka or Spencer Thompson or myself at 764.3570. Attachments: Staff review comments cc: Michael G. Hester, Via e -mail: ehester V' Burt Hermann, 2701 Horse Haven, College Station, TX, 77845 V Case file #04- 00500091 Home of Texas A &M University SUBMIT APPLICATION AND THIS ``• LIST CHECKED OFF WITH 13 FOLDED COPIES OF PLAT FOR REVIEW COLLEGE STATION PRELIMINARY PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: E] 1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger. Include the words "PRELIMINARY PLAT - NOT FOR RECORD" in letters 1/2" high. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. 2. Vicinity map which includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits. No scale required but include north arrow. N FI 3. Title Block with the following information: ❑ N ame and address of subdivider, recorded owner, planner, engineer and surveyor. ❑ P roposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name.) ❑ Date of preparation. (INCLUDE DATE THE PLAT WAS SUBMITTED AND THE DATES OF ANY REVISIONS ON THE PLAT) ❑ Engineer's scale in feet. ❑ Total area intended to be developed. \►] 4. North Arrow. F] 5. Location of current city limit lines and current zoning district boundary. `® 6. Subdivision boundary indicated by heavy lines. Boundary must include all of parent tract. 7. Descriptions by metes and bounds of the subdivision which shall close within accepted land survey standards. (Labeled on boundary lines, not separate metes and bounds description.) N E 8. Primary control points or descriptions and ties to such control point, to which , later, all dimensions, angles, bearings, block numbers, and similar data shall be referred. The plat shall be located with respect to a comer of the survey or tract, or an original comer of the original survey of which it is a part. �� 9. Name of contiguous subdivisions and names of owners of contiguous parcels of unsubdivided land, and an indication whether or not contiguous properties are platted. P1 10. Location of the 100 Year Floodplain and Floodway, if applicable, according to the most recent available data. - `1 11. Topographic information, including contours at two foot (2 ft.) intervals, wooded areas, and flowline elevation of streams. '12. Proposed land uses (In compliance with Land Use Plan). 13. Proposed zoning changes, if any, submit formal rezoning request. 14. The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as well as, those within the subdivision). Existing Proposed `E] 'E► Streets. Continuous or end in a cul -de -sac, stubbed out streets must end into a temp. turn around unless they are shorter than 100 feet. 'E] Public and private R.O.W. locations and widths. (All existing and proposed R.O.W.'s sufficient to meet Thoroughfare Plan.) 'E 1E Street offsets and /or intersection angles meet ordinance. ❑ ❑ Alleys. `E] Reserve tracts. 'P Well site locations. ❑ ❑ Pipelines. If carrying flammable gas or fuel, also show size of line, design pressure and product transported through the line. `© Utility Services. (Water & Sanitary Sewer) All existing and proposed utilities of sufficient size /depth to meet the utility master plan and any future growth areas. `] Easements. �I Drainage Structures and improvements including underground storm sewer and all overland systems (flow line of existing watercourses) and showing where these will discharge. Proposed channel cross sections, if any. A number or letter to identify each lot or site and each block. ❑ Greenbelt area /park linkages /parkland dedication ( All proposed dedications must be reviewed by the Parks and Recreation Board prior to P & Z Commission consideration.) ❑ ❑ Public areas ❑ ❑ Other public improvements, including but not limited to parks, schools and other public facilities 15. Proposed phasing. Each phase must be able to stand alone to meet ordinance requirements and infrastructure costs should be distributed evenly throughout the subdivision.. 16. Are there impact fees associated with this development? ❑ Yes El No 17. If requesting oversize participation items, are the necessary impact studies included? [Yes ❑No °®N /A NESTER ENGINEERING COMPANY MUUM O 4 Q ��� _ TEM Civil Engineering Services 7607 Eastmark Drive Suite 253 -B COLLEGE STATION, TEXAS 77840 PHONE (409) 693 -1100 FAX (409) 693 -1075 DATE JOB NO. E -mail: hec2000 @aol.com 4, s —4I A ENTION pp • TO RE: 1' IIMIPPIUM1111 WE ARE SENDING YOU 7 Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 q �' T r THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO - - V\ fl G�,G SIG D: If enclosures are not as noted, kindly notify us at once. v Park Land Dedication Ordinance / ' Project Review Checklist Date Received: 4/6/2004 Park zone: 4 Current Zone Balance: $21,740 Project Location: Horse Haven Drive - East of Hwy 6 Name of Development: Horse Haven Estates Applicant: Burt Hermann Address: 2701 Horse Haven City /State /Zip: College Station, TX 77845 Phone Number /Fax: 979 - 693 -9513 Fax Number: E -mail: Engineer /Planner: Hester Engineering Co. Address: 7607 Eastmark Drive Suite 253 -B City /StateZip: College Station, TX 77840 Phone Number /Fax: 693 -1100 Fax Number: E - Mail: mhester(a.hester engr.com REQUIRED COMPLIANCE Section 10 -B -1: Land Dedication Single Family Dwelling Units: 22 • Multi - Family Dwelling Units: Total Land Requirement: 0.218 Acres Proposed Dedication: 0 Section 10 -B -2: Fee in Lieu of Land Has the Planning and Zoning Commission's approval been obtained? No Land Fee: Single Family Fee ($198 /dwelling unit): $198 x 22 = $4,356 Multi - Family Fee ($160 /dwelling unit): Total Acquisition Fee: Section 10-B-3: Park Development Fee Single Family Fee ($358 /dwelling unit): $358 x 22 = $7,876 Multi- family Fee ($292 /dwelling unit): • Total Fee Amounts: Total Single Family Fee ($556 /dwelling Unit): $556 x 22 = $12,232 Multi - Family Fee ($452 /dwelling Unit): Park Land Dedication Checklist 0/Board/Park Land Dedication /checklist/Originals/Long Version Revised.xls Page 1 Section 10 -B-4: Park Development in Lieu of Fee Required development cost: Staff review date and comment: Parks Board review and decision: Section 10 -B -5: Minimum Park Size Is the proposed park less than five (5) acres? If yes, staff recommends: Section 10 -B -7: Prior Park Acquisition Is there an existing park that can serve the proposed development? Raintree? If accessible If yes, staff recommends: Acceptance of fees Section 10 -E: Comprehensive Plan Is the proposed park dedication in compliance with the City's Comprehensive Plan and the Recreation, Park, and Open Space Master Plan? Comments: Section 10 -F: Additional Information 1. Is land in the 100 -year floodplain? No Percentage: a. Detention /Retention? No Size: Meets Board Policy? Acreage in floodplain: Percentage: Acreage in detention: Percentage: Acreage in greenways: Percentage: Comments: Park Land Dedication Checklist 0/Board/Park Land Dedication /checklist/Originals/Long Version Revised.xls Page 2 Section 10 - (of the Park Land Dedication Ordinance) 10 -F. 1 Any land dedication to the City under this section must be suitable for park and recreation uses. Consideration will be given to land that is in the floodplain or may be considered "floodable" even though not in a federally regulated floodplain as long as, due to its elevation, it is suitable for park improvements. (a) Neighborhood park sites should be adjacent to residential areas in a manner that serves the greatest number of users. Comments: (b) Neighborhood park sites should be located so that users are not required to cross arterial roadways to access them. Comments: (c) Sites should not be severely sloped or have unusual topography which would render the land unusable for organized recreational activities. Comments: (d) Sites should have existing trees or other scenic elements. Comments: (e) Detention /retention areas will not be accepted as part of the required dedication, but may be accepted in addition to the required dedication. If accepted as part of the park, the detention /retention area design must be approved by the City staff and must meet specific parks specifications. Comments: 10 -F. 2 Parks should be easy to access and open to public view so as to benefit area development, enhance the visual character of the city, protect public safety, and minimize conflict with adjacent land uses. The following guidelines should be used in designing parks and adjacent development: (a) Where physically feasible, park sites should be located adjacent to greenways and /or schools in order to encourage both shared facilities and the potential co- development of new sites. Comments: Park Land Dedication Checklist 0/Board/Park Land Dedication /checklist/Originals /Long Version Revised.xls Page 3 (b) A proposed subdivision adjacent to a park may not be designed to restrict reasonable access to the park from other area subdivisions. Street and greenway connections to existing or future adjoining subdivisions may be required to provide reasonable access to parks. Comments: (c) Where a non - residential use must directly abut a park, the use must be separated by a screening wall or fence and landscaping. Access points to the park may be allowed by the Planning and Zoning Commission if a public benefit is established. Comments: (d) It is desirable that a minimum of fifty percent (50 %) of the perimeter of a park should abut a public street. In all cases, the City shall approve the proposed street alignment fronting on city parks. Comments: (e) Streets abutting a park shall be built in accordance with the thoroughfare plan and the standards of this ordinance; however, the City may require any residential street built adjacent to a park to be constructed to collector width to ensure access and prevent traffic congestion. The developer may request oversize participation in such an instance. Comments: Staff Recommendations: Acceptance of park dedication fees. Section 10 -G: Approval: Parks and Recreation Advisory At the April 20, 2004 meeting the Board accepted the fee in lieu of land subject to the developer putting in a dedicated easement on Horseshoe Drive, towards Switch Station Road, in order to Board: provide access to Windwood Park. (Street name on developer's site plan shown as Horseshoe Drive, although this has not been approved by 911 and could change.) Planning and Zoning Commission: City Council: Park Land Dedication Checklist 0/Board/Park Land Dedication /checklist/Originals/Long Version Revised.xls Page 4 JUN -02 -2005 THU 09:30 AM RM DUDLEY CONSTRUCTION FAX NO. 979 776 2235 P. 02 x•_ ..,&' _ -) 8 D c 25SI Texas Ave. South, Ste. A College Station, TX 77$40 � 4 c) S' `� Ole: 979.693.5359 Fez: 979. 693,4243 Email: mdgcstitd�yahoo:cdm . lettICO June 1, 2005 Mr. Clint Willis Dudley Construction College Station, Texas 77845 RE: Sewn Line Slope Adjustment Due To Gras Line Dear Mr. Willis, I am aware that the existing as line as indicated on the plans was not in the location that We relied on during the design and it is in conflict with the sanitary sewer line leading from ' manhole (MH 11) to the junction box terminus :of the proposed line. I am also aware that we must maintain . at least 18" separation between the gas line and the sanitary sewer line. In order to achieve this separation we must flatten the grade of the line starting at manhole (MH 6) to a grade of about 0.6% as opposed to the grades in the 0.$% range. This change in grade is well within the City of College Station's and TCEQ acceptable slope for a 8" sanitary sewer line and I recotnrnend that the grades be change to the flatter 0.6% range in order to achieve the line separation. There is the option to lower or raise the gas litre to achieve the required separation but I understand that the cost factors and time factors may prohibit using this option. Sincerely, Municipal Development Group Leawood S. Adams, P.E. Managing Principal :do tS : i 5002 T a '��nt cb2b- X 69 -6L5 : '0N Xdd dnomn 1N2Wdoinflnd 1Fid I J I NIIW : WOdd JUN -02 -2005 THU 09:30 AM RM DUDLEY CONSTRUCTION FAX NO, 979 776 2235 P. 01 maw D a j * ', LEy II CONSTRUCTION FACSIMILE TRANSMITTAL SHEET T0; P1,OM• 4 LA r.; „„( A a % CO PANY: DATE: - 0A ,41 oL SI - FAX N MEER: [} I TOTAL NO. OF PAGES INCLUDING COVER: t k) PHONE NUMBER; SENDER'S REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: � 140440J en r URGENT FOR REVIEW 0 PLEASE COMMENT PLEASE REPLY ❑ PER YOUR REQUEST NOTES /COMMENTS; 7- 0 0 k 4 4 ( 4the - i .- kiv Asere Lt1-4 t-to.A. xt 6 ( ak.:51 te... "- Int 41 /I tt 0,a to aid w A o 4-1 re-Ve Std Ot r t et4 S . . .6 4 . I 17/21 1137o STATE HWY 30; COLLEGE STATION, TX 77845 OFFICE: 979 - 77 -21 35 FAX: 979 -776 -2235 c)i cii, 2551 Texas Ave. South, Ste. A, College Station, TX 77840 QPw�` Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstxd @yahoo.com ,*, S) V June 1, 2005 Mr. Clint Willis Dudley Construction College Station, Texas 77845 RE: Sewer Line Slope Adjustment Due To Gas Line Dear Mr. Willis, I am aware that the existing gas line as indicated on the plans was not in the location that we relied on during the design and it is in conflict with the sanitary sewer line leading from manhole (MH 11) to the junction box terminus of the proposed line. I am also aware that we must maintain at least 18" separation between the gas line and the sanitary sewer line. In order to achieve this separation we must flatten the grade of the line starting at manhole (MH 6) to a grade of about 0.6% as opposed to the grades in the 0.8% range. This change in grade is well within the City of College Station's and TCEQ acceptable slope for a 8" sanitary sewer line and I recommend that the grades be change to the flatter 0.6% range in order to achieve the line separation. There is the option to lower or raise the gas line to achieve the required separation but I understand that the cost factors and time factors may prohibit using this option. Sincerely, Municipal Development Group Lenwood S. Adams, P.E. Managing Principal • TRANSMISSION VERIFICATION REPORT TIME : 09/15/2005 08:16 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BROE2J341073 DATE,TIME 09/15 08:16 FAX NO. /NAME 96902504 DURATION 00:00:31 PAGE KS) 02 RESULT OK MODE STANDARD ECM CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, FO .fox 9960 College Station, Texas 77842 Phone 979..7+14.3570 7 Fax 97.764,3490 FACSIMILE COVER SKEET Date: C/C # of pages including cover: 2 -- Ifynrr curd net noceim a complcic .fkx prattsr call our fiko itzunecti4tely for a neW tra s TO: A /� I , ztrrtta,l. )40 0 CC FAX; q7647 t/ C0114PANY: t,w '- {..t, ' b ,, l . d RE: a \mirk l r,e , 1 t Z PROM: & lQ ( . COI14PANVr (II":k CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET ci Date: I�� # of pages including cover: If you did not receive a complete fax, please call our office immediately for a new transmittal. TO: 0 � �' r � ,�� ..E� FAX: ` l ) ( � `I ,r � L COMPANY: RE: 3' /441,vr-t-- c �' \ ' FROM: COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent ❑ For your review ❑ Replay ASAP TRANSMISSION VERIFICATION REPORT TIME : 09/15/2005 08:18 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL 9797643570 SER.# : BROE2J341073 DATE, TIME 09/15 08:17 FAX NO. /NAME 96934243 DURATION 00:01:06 PAGE (S) 02 RESULT OK MODE STANDARD ( .4*, 11,1111111111111111111 CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1 101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979..76467Q / Fax 979,764.3496 FACSIMILE COVER SHEET Date; 45-43 # of a e _ p g s including cover :. 110 you did not.'cetve a complete ,fax, please call Mr (ACV in mediately i a new transmittal TO' " •"-' FAX: 6179 ( 2-V3 COMPANY: / RE. • - k 1 koge:r mom: COMPANY:____s_lt_.(Action, Development Sertriry\ • (-`orif CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET Date: 9 As # of If you did not receive a complete fax, please call our office immediately a te y including a new transmittal / C �� TO: G , t� ��- f FAX: ( I 7 3 (-1 2 V-3 COMPANY: t1 (; RE: )-k kc,r- FROM: COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent ❑ For your review ❑ Replay ASAP „C FYI TRANSMISSION VERIFICATION REPORT TIME : 09/15/2005 08:20 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BROE2J341073 DATE, TIME 09/15 08:19 FAX NO. /NAME 97762235 DURATION 00:00:31 PAGE 02 E RESULT OK MODE STANDARD ECM 1(4.1 111111 CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 7784Z Fhc e 979;764.8570 / Fax 979.764.$496 FACSIMILE COVER SHEET Date; 9 ASIC.53 # of pages includin cover: 1l' did not t1 Live a complete fir, please call our office immediately fora new tninsmitt41, TO: lltj FAX: 71' Jr? 6 - 2 2 -3C COMPANY: I . lc . �' G a -••— LE: �. � • irr17t A L CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET c Date: f //-(4r If you did not receive a complete fax, please call our office y or a cover: smi TO: (:,/, , T � L\ FAX C / 1 7 4 1 77 . � COMPANY: 61\ l ( - , •- , J RE: P31::1‘,:- c u i', ; /" ' / I FROM:� COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent ❑ For your review ❑ Replay ASAP EITYI TRANSMISSION VERIFICATION REPORT TIME : 09/15/2005 08:21 NAME : COCS DEVELOPMENT SER FAX : 9797643496 TEL : 9797643570 SER.# : BROE2J341073. DATE,TIME 09/15 08:21 FAX N0. /NAME 3489 DURATION 00:00:31 PAGE(S) 02 RESULT OE< MODE STANDARD ECM • (tr" CITY Or COu.FGE STATION DEVELOPMENT SERVICES 1 101 Texas Avenue South, JO Box 9960 College Station, Texas 77842 Phone 979,.764.3570 / Fax 979.744.3496 FACSIMILE COVER SHEET Date: # of pages you did trot r oceivc a wrrxplete fax, please call our ofrloe immediately for new trfiri smrttar TO: 16- e—rn-HQ 'ROM, COMPAN• _ .. CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979.764.3570 / Fax 979.764.3496 FACSIMILE COVER SHEET R Date: 6 ! �`,r- # of pages including cover: �-- If you did not receive a complete fax, please call our office immediately for a n ew transmittal, TO: Jerf-1 FAX: ( 7 0 - /-3V0 COMPANY: - . FROM:. 411L---- COMPANY: City of College Station, Development Services REMARKS: ❑ Urgent ❑ For your review ❑ Replay ASAP (;FYI September 15, 2005 Mr. Alton Ofczarzak 4816 Close Quarters College Station, Texas 77845 (979) 690 -1504 Dear Mr. Ofczarzak: It has been brought to our attention that there is some discrepancy to what is required for providing water to Mr. Karl Kolbe's property. The extension of a 3" water main to CoCS standards is required as to prevent the future boring of Horseback Drive. Replacement of Mr. Kolbe's .75" meter and reconnecting Mr. Kolbe's private water system to the .75" meter is also required. We understand you may be submitting a final plat or replat of the subject property illustrating the movement of some property lines. To correctly locate and place Mr. Kolbe's water meter, it may be helpful for you and /or your engineer to provide the contractor the information required to locate the future location of Mr. Kolbe's driveway off Horseback Lane. Please let me know if you have any further questions. Sincerely, - - - - 7 7 / - - ' % ' ' Josh Norton City of College Station Planning and Development Services (979) 764 -3570 cc: Lee Adams (MDG) Clint Willis (Dudley Construction) Jerry Jones (CoCS) Alan Gibbs (CoCS) e / `C I �" e XO " 1) . 1 ),_> � A V • 2` 7 ;11. 0 2. Y M f '` r � \� 25.6 9 Park Land Dedication Ordinance Project Review Checklist Date Received: 4/6/2004 Park zone: 4 Current Zone Balance: $21,740 Project Location: Horse Haven Drive - East of Hwy 6 Name of Development: Horse Haven Estates Applicant: Burt Hermann Address: 2701 Horse Haven City /State /Zip: College Station, TX 77845 Phone Number /Fax: 979 - 693 -9513 Fax Number: E -mail: Engineer /Planner: Hester Engineering Co. Address: 7607 Eastmark Drive Suite 253 -B City /StateZip: College Station, TX 77840 Phone Number /Fax: 693 -1100 Fax Number: E - Mail: mhester(cilhester engr.com REQUIRED COMPLIANCE Section 10 -B -1: Land Dedication Single Family Dwelling Units: 22 Multi - Family Dwelling Units: Total Land Requirement: 0.218 Acres Proposed Dedication: 0 Section 10 -B -2: Fee in Lieu of Land Has the Planning and Zoning Commission's approval been obtained? No Land Fee: Single Family Fee ($198 /dwelling unit): $198 x 22 = $4,356 Multi- Family Fee ($160 /dwelling unit): Total Acquisition Fee: Section 10 -B -3: Park Development Fee Single Family Fee ($358 /dwelling unit): $358 x 22 = $7,876 Multi- family Fee ($292 /dwelling unit): Total Fee Amounts: Total Single Family Fee ($556 /dwelling Unit): $556 x 22 = $12,232 Multi - Family Fee ($452 /dwelling Unit): Park Land Dedication Checklist O/Board/Park Land Dedication /checklist/Originals /Long Version Revised.xls Page 1 Section 10 -B-4: Park Development in Lieu of Fee Required development cost: Staff review date and comment: Parks Board review and decision: Section 10 -B -5: Minimum Park Size Is the proposed park less than five (5) acres? If yes, staff recommends: Section 10 -B -7: Prior Park Acquisition Is there an existing park that can serve the proposed development? Raintree? If accessible If yes, staff recommends: Acceptance of fees Section 10 -E: Comprehensive Plan Is the proposed park dedication in compliance with the City's Comprehensive Plan and the Recreation, Park, and Open Space Master Plan? Comments: Section 10 -F: Additional Information 1. Is land in the 100 -year floodplain? No Percentage: a. Detention /Retention? No Size: Meets Board Policy? Acreage in floodplain: Percentage: Acreage in detention: Percentage: Acreage in greenways: Percentage: Comments: Park Land Dedication Checklist 0/Board/Park Land Dedication /checklist/Originals/Long Version Revised.xls Page 2 Section 10 -F (of the Park Land Dedication Ordinance) 10 -F. 1 Any land dedication to the City under this section must be suitable for park and recreation uses. Consideration will be given to land that is in the floodplain or may be considered "floodable" even though not in a federally regulated floodplain as long as, due to its elevation, it is suitable for park improvements. (a) Neighborhood park sites should be adjacent to residential areas in a manner that serves the greatest number of users. Comments: (b) Neighborhood park sites should be located so that users are not required to cross arterial roadways to access them. Comments: (c) Sites should not be severely sloped or have unusual topography which would render the land unusable for organized recreational activities. Comments: (d) Sites should have existing trees or other scenic elements. Comments: (e) Detention /retention areas will not be accepted as part of the required dedication, but may be accepted in addition to the required dedication. If accepted as part of the park, the detention /retention area design must be approved by the City staff and must meet specific parks specifications. Comments: 10 -F. 2 Parks should be easy to access and open to public view so as to benefit area development, enhance the visual character of the city, protect public safety, and minimize conflict with adjacent land uses. The following guidelines should be used in designing parks and adjacent development: (a) Where physically feasible, park sites should be located adjacent to greenways and /or schools in order to encourage both shared facilities and the potential co- development of new sites. Comments: Park Land Dedication Checklist OBoard/Park Land Dedication /checklist/Originals/Long Version Revised.xls Page 3 (b) A proposed subdivision adjacent to a park may not be designed to restrict reasonable access to the park from other area subdivisions. Street and greenway connections to existing or future adjoining subdivisions may be required to provide reasonable access to parks. Comments: (c) Where a non - residential use must directly abut a park, the use must be separated by a screening wall or fence and landscaping. Access points to the park may be allowed by the Planning and Zoning Commission if a public benefit is established. Comments: (d) It is desirable that a minimum of fifty percent (50 %) of the perimeter of a park should abut a public street. In all cases, the City shall approve the proposed street alignment fronting on city parks. Comments: (e) Streets abutting a park shall be built in accordance with the thoroughfare plan and the standards of this ordinance; however, the City may require any residential street built adjacent to a park to be constructed to collector width to ensure access and prevent traffic congestion. The developer may request oversize participation in such an instance. Comments: Staff Recommendations: Acceptance of park dedication fees. Section 10 -G: Approval: Parks and Recreation Advisory At the April 20, 2004 meeting the Board accepted the fee in lieu of and subject to the developer putting in a dedicated easement on Horseshoe Drive, towards Switch Station Road, in order to Board: provide access to Windwood Park. (Street name on developer's site plan shown as Horseshoe Drive, although this has not been approved by 911 and could change.) Planning and Zoning Commission: City Council: Park Land Dedication Checklist O /Board/Park Land Dedication /checklist/Originals/Long Version Revised.xls Page 4 METES AND BOUNDS DESCRIPTION OF A 0.191 ACRE TRACT HORSE HAVEN LANE ROW (BULB) (R -1) MORGAN RECTOR LEAGUE, ABSTRACT NO. 46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Metes and bounds description of all that certain 0.191 acre tract or parcel of land, lying and being situated in the Morgan Rector League, Abstract No. 46, College Station, Brazos County, Texas and being a portion out of right -of -way of Horse Haven Lane as depicted on plat of Lot 1 Horse Haven Estates recorded in VOLUME 4285 PAGE 35 of the Official Records of Brazos County, Texas, said 0.191 acre tract being more particularly described as follows: BEGINNING at a chiseled "X" in concrete found for point of reverse curvature to the left (Radius = 25.00 feet) in the northwestern right-of-way of Horse Haven Lane (50.00 feet), from which a capped 1/2" iron rod found in the southeastern said right -of -way and bears S 33 38' 35" E — 51.45 feet, for the north corner of the 0.682 acre remainder of a 2.05 acre Burton R. Hermann tract as described in deed recorded in VOLUME 5011 PAGE 93 of the Official Records of Brazos County, Texas; THENCE the following calls along said right -of -way: Along said curve for a distance of 18.48 feet to a capped '/2" iron rod found, whose chord bears N 32° 48' 01" E — 18.06 feet (Delta = 42° 20' 52" ,Tangent = 9.68 feet) for the end of said curve and the beginning of a curve to the right (Radius = 50.00 feet); Along said curve for a distance of 240.54 feet to a capped 1/2" iron rod found, whose chord bears S 30° 33' 16" E — 67.15 feet (Delta = 275° 38' 11 ") for the end of said curve and the beginning of a reverse curve to the left (Radius = 25.00 feet); Along said curve for a distance of 24.62 feet to a capped 1/2" iron rod found, whose chord bears S 79° 02' 43" W — 23.64 feet (Delta = 56° 25' 57 ", Tangent = 13.41 feet) for the end of said curve and corner; Page 1 of 2 0007514.09(3775) 12/9/2004 2:57 PM A. ®1 _ ea.:1 \ ®""*._.! 14. I If ® w • THENCE N 23° 43' 07" W — 51.49 feet to the PLACE OF BEGINNING, and containing 0.191 acres of land. • Refer to drawing issued simultaneously this date. BASIS OF BEARING: Plat of Lot 1 of Horse Haven Estates, as recorded in VOLUME 4285 PAGE 35 of the Official Records of Brazos County, Texas. December, 2004 Municipal Development Group College Station, Texas • Surveyed b t ( 9 • 5� °l �Pa Gregor . Ta art �eee•� = °• -,� R.P .S. No. 676 2Oo l 4y Dec*/ -� Page 2 of 2 000751- f.09(3775) 12/9/2004 2:57 PM • NOTE: SEE ACCOMPANYING METES AND BOUNDS DESCRIPTION FOR MORE INFORMATION. NOTE: DRAWING DEPICTS AN EASEMENT TO BE ABANDONED. 6 N. SGP \E P 9 9 R _ / 0 ®19 AC® , , , / / / R -1 - - -- \ / \ ® _ / // ' \ / )0 /- P-1 Op , — —1 1 191 ,. v4), '\‘ \\ 1 / / �' i / i' -' ® � � 1 29.51 NaTRP� REDMAINDER / / i NOW OR FORMERLY / / BURTON R. HERMANN, ET UX ----- / - - _ VOLUME 2085, PAGE 289 ■ C�® METES AND BOUNDS DESCRIPTION OF A 0.144 ACRE TRACT HORSE HAVEN LANE BULB 20'PUE/DE (P -1) MORGAN RECTOR LEAGUE, ABSTRACT NO. 46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Metes and bounds description of all that certain 0.144 acre tract or parcel of land, lying and being situated in the Morgan Rector League, Abstract No. 46, College Station, Brazos County, Texas and being a portion of the 20 foot public utility easement/drainage easement along the bulb right -of -way of Horse Haven Lane as depicted on plat of Lot 1 Horse Haven Estates recorded in VOLUME 4285 PAGE 35 of the Official Records of Brazos County, Texas, and also being a portion of that same called 40.38 acre remainder said 0.144 acre tract being more particularly described as follows: BEGINNING at a chiseled "X" in concrete found for point of reverse curvature to the left (Radius = 25.00 feet) in the northwestern right -of -way of Horse Haven Lane (50.00 feet), from which a capped Y2" iron rod found in the southeastern said right -of -way and bears S 33° 38'. 35" E — 51.45 feet, for the north corner of the 0.682 acre remainder of a 2.05 acre Burton R. Hermann tract as described in deed recorded in VOLUME 5011 PAGE 93 of the Official Records of Brazos County, Texas; THENCE N 36° 01' 33" W — 20.00 feet across the said 40.38 acre tract and said public utility easement to the beginning of a curve to the left (Radius = 5.00 feet) and being on the said easement line; THENCE the following calls across the said 40.38 acre tract and along said easement line: 3.70 feet along said curve whose chord bears N 32° 46' 50" E — 3.62 feet (Delta = 42° 24' 04 ", Tangent = 1.94 feet) to a point for the beginning of a reverse curve to the right (Radius = 70.00 feet); 477 SOLASONN Page 1 of 3 000751- £10(3775) 12/2/2004 4:06 PM /OA -•ct1 %W i t\ i I�,u� 336.77 feet along said curve, whose chord bears S 30° 33' 13" E — 94.01 feet (Delta = 275° 38' 07 ", Tangent = 63.43 feet), for the end of said curve and the beginning of a reverse curve to the left (Radius = 5.00 feet); 4.93 feet along said curve, whose chord bears S 79° 03' 03" W — 4.73 feet (Delta = 56° 25' 57 ", Tangent = 2.68 feet), for the end of said curve and corner; THENCE N 39 10' 16" W — 20.00 feet across the said 40.38 acre tract to a capped 1 /2" iron rod found 'in the right -of -way of said Horse Haven Lane and being the point of compound curvature of a curve to the right (Radius = 25.00); THENCE the following calls along said right -of -way line : 24.62 feet along said curve, whose chord bears N 79° 02' 43" E — 23.64 feet (Delta = 56° 25' 57" ,Tangent = 13.41 feet), to a capped `/2" iron rod found for the end of said curve and being the beginning of a reverse curve to the left (Radius = 50.00 feet); 240.54 feet along said curve, whose chord bears N 30° 33' 16" W — 67.15 feet (Delta = 275° 38' 07" ,Tangent = 45.31 feet), to a capped 1 /2" iron rod found for the end of said curve and being the beginning of a reverse curve to the right (Radius = 25.00 feet); Page 2 of 3 000751- f.10(3775) 12/2/2004 4:06 PM • i 18.48 feet along said curve, whose chord bears S 32° 48' 01" W — 18.06 feet (Delta = 42° 20' 52 ", Tangent = 9.68 feet), to the PLACE OF BEGINNING, and containing 0.144 acres of land. Refer to drawing issued simultaneously this date. BASIS OF BEARING: Plat of Lot 1 of Horse Haven Estates, as recorded in VOLUME 4285 PAGE 35 of the Official Records of Brazos County, Texas. December, 2004 Municipal Development Group College Station, Texas OF 7 ., - , -, :, e•��sr6'° - � -( ti A Surveyed by: �i�0 r. REGO . Ti ( . `11,' °° Grego, . Ta__art f< `f37 °n-- , 9 R.P .S. No %676 7 . o,. , . ‘ a0., R 7 Pe( col - '�` o4,e.t.A. Page 3 of 3 000751- f.10(3775) 12/2/2004 4:06 PM NOTE: SEE ACCOMPANYING METES AND BOUNDS DESCRIPTION FOR MORE INFORMATION. NOTE: DRAWING DEPICTS AN EASEMENT TO BE ABANDONED. 60 le \ ,, H • / / R -1 - - - - -- - i _ / / \ 7 P -1 OA) S (So, Al l iI I V P ® I ® ® � , • ��r � � i I � W � B ®0 37 A C ®; _________,----7- , �� _____ ® 29.51 ACRE REMAINDER / NOW OR FORMERLY BURTONR. X 5_ PAGE 289 ® r A . , c 255 Li o5 1 Texas Ave. South, Ste. A, College Station . 773W . TX TO ___. _ 1 _ .4c) ,k,,'-i.0 01c: 9v/9.693.5359 Fax: 919.693.4243, Entail: tudgcs@inclgcs.coin Web: www.indgcs.cont 3\ A q, :,--' . , . •. .. LE'r T E R OF 'FRAN S IV11,11' A , . , . 1: 1 0 1: ..4,i4_...„..,,•xv:%::Z__,___s_,___,eg_z-.,v1_,t4t1_>.__,,__i__?:._.,_____..L____________,_________ . : 1) A TE:._____Z_P___4-Za_____5*--______-_____-__________________-__ ------. ' . I.DG J013 NUMBER: AW --- A ' ''''' - ____t---___?..--;—__7_17-- • . .: Ari I tED PLEASE FIND: • . . . . ii I . . . HO Oi= COPIES . i • • DESCIRIPTION • . I. . . .I • - . . . 1 . , • ---__ ------2-____— t ' . : . _______--_,_ — • . • .. . —_--_ ' . • . _______ ---.---_ ___________:_J___--- . . . • .. . ..,, . ... . .. ________—__ —_____—__—_____________--_-- . ...,... :,.•.:,.•,,, . .. ._—____-----7---_ —___----- [ ... .. . . , . .,.• : . . .... . --_____ __—__ _—__— _------ ,... • *. - .:: - 1 . 1-ilt SE ITENIS ARE TRANSMITTED AS CHECKED BLLOW: : .. .. tii FOR APPROVAL ■ , : , • .. , . -. • .• . , . .. . 0 FOR R_EVIEW FOR YOUR USE • . . .. . ii 1 1 0 AS ITQOESTED . 1 • . . . . • • ,: . . Li OTHER: ... ______ . • .... . •I .. . . , . r . , ).. .. .. COIENTS: .., -- / : Ct_,.._6,,Q_A-.47-_-■ -- .4.14/-/..e. ,'..• L, . . ... : _ _ _-_.-- . . . .... . -■.......-_-at . . , SI (Th: E D: Aimm.._ • . : .. .. . VI' _. _ _______—. • . ........• • - • . • . . .. . . . . i . . • . • . , METES AND BOUNDS DESCRIPTION OF A 038 ACRE TRACT (A 30' WIDE PUBLIC UTILITY EASEMENT) MORGAN RECTOR LEAGUE, A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Metes and bounds description of all that certain 0.38 acre tract or parcel of land, lying and being situated in the Morgan Rector League, A -46, College Station, Brazos County, Texas, and being a portion of that same 15.85 acre tract conveyed from Burton R. Hermann, et ux, to Oakwood Custom Homes Group, Ltd., as described by deed recorded in VOLUME 6413 PAGE 107 of the Official Records of Brazos County, Texas, said 0.38 acre tract being more particularly described as follow: COMMENCING at an angle point in the south east line of said 15.85 acre tract, and being the southeast corner of proposed Lot 13, Block Three, Horse Haven Estates Phase Three; THENCE S 12° 30' 41" E- 197.47 to a point for angle point; THENCE N 88° 23' 46" W- 88.50 feet to a point for the PLACE OF BEGINNING; THENCE S 12° 19' 44" E- 541.41 feet to a point for corner in the southeast line; THENCE 5 41° 19' 55" W- 37.24 feet with said line; THENCE N 12° 19' 44" W- 569.16 feet to a point for corner; THENCE N 88° 23' 46" E- 30.53 feet to the PLACE OF BEGINNING, and containing 0.38 acres of land February 2005 MUNICIPAL DEVELOPMENT GROUP College Station, Texas Prepared by: y 6 C / ` G regory K. aggai .P.L.S. • K "51 , 4 - ' ,. 6 ,7,° u' .7,---.- rt:i.'i 1,",.) k SS‘ t2 ",U ri METES AND BOUNDS DESCRIPTION OFA 0.38 ACRE TRACT (A 30' WIDE PUBLIC UTILITY EASEMENT) MORGAN RECTOR LEAGUE, A -46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Metes and bounds description of all that certain 0.38 acre tract or parcel of land, lying and being situated in the Morgan Rector League, A -46, College Station, Brazos County, Texas, and being a portion of that same 15.85 acre tract conveyed from Burton R. Hermann, et ux, to Oakwood Custom Homes Group, Ltd., as described by deed recorded in VOLUME 6413 PAGE 107 of the Official Records of Brazos County, Texas, said 0.38 acre tract being more particularly described as follow: COMMENCING at an angle point in the south east line of said 15.85 acre tract, and being the southeast corner of proposed Lot 13, Block Three, Horse Haven Estates Phase Three; THENCE S 12° 30' 41" E- 197.47 to a point for angle point; THENCE N 88° 23' 46" W- 88.50 feet to a point for the PLACE OF BEGINNING; THENCE S 12° 19' 44" E- 541.41 feet to a point for corner in the southeast line; THENCE S 41° 19' 55" W- 37.24 feet with said line; THENCE N 12° 19' 44" W- 569.16 feet to a point for corner; THENCE N 88° 23' 46" E- 30.53 feet to the PLACE OF BEGINNING, and containing 0.38 acres of land February 2005 MUNICIPAL DEVELOPMENT GROUP College Station, Texas Prepared by: -A 6 C ,:'/ . , Gregory K. aggar .P.L.S. -/ • 6 � e . . ° o ff' ! !' ✓ ;,� ,AID „;:y 'tH GQl�lf..i. iv -y o 0<•.. 0 ty .' * 5.• s s 9 f 0, S�n.l 6 3 4 5 1 Scale = 1: 136 (Feet) 3 S 12° 19' 44" E 541.41 5 N 12° 19' 44" W 569.16 4 S41 °19'55 "W 37.24 6 N 88° 23' 46" E 30.53 7 Back to pob Discharge Ditch Worksheet for Trapezoidal Channel Project Description Project File y: \3775 - horsehaven \discharg.fm2 Worksheet Discharge Ditch Flow Element Trapezoidal Channel Method Manning's Formula Solve For Discharge • Input Data Mannings Coefficient 0.030 Channel Slope 0.001100 ft/ft Depth 4.00 ft Left Side Slope 2.000000 H : V Right Side Slope 2.000000 H : V Bottom Width 1.00 ft Results Discharge 90.91 cfs Flow Area 36.00 ft Wetted Perimeter 18.89 ft Top Width 17.00 ft Critical Depth 2.40 ft Critical Slope 0.013704 ft/ft Velocity 2.53 ft/s Velocity Head 0.10 ft Specific Energy 4.10 ft Froude Number 0.31 Flow is subcritical. 01/25/05 Municipal Development Group FlowMaster v5.07 12:24:04 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 2551 Texas Ave. South, Ste. A, College Station, TX 77840 (9 \ Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx @yahoo.com; January 7, 2005 Carol Cotter City of College Station Planning & Development Services 1101 Texas Ave., South College Station, Texas 77842 RE: Horse Haven Estates Subdivision Water and Fire Flow Report Dear Ms. Cotter: Attached is the revised water and fire flow report for Horse Haven Estates Subdivision. The water system was re- analyzed and is now in compliance with the requirements of the B /CS Unified Design Guideline Manual as all the pipe velocities are below 12 ft/s. Water analysis for the system was performed under the assumption that if the system sufficiently supports the fire hydrants and is in compliance with the fire flow requirements, it will be more than adequate for supplying domestic water. If you have any questions, please call. Very sincerely yours, Municipal Development Group Lenwood S. Adams, P.E. Principal FIRE FLOW AND WATER REPORT FOR HORSE HAVEN ESTATES PHASES II & III 16.44 ACRE TRACT (VOLUME 2085, PAGE 289) MORGAN RECTOR LEAGUE, A -46 MDG JOB NO. 000751 -3775 COLLEGE STATION, BRAZOS COUNTY, TEXAS JANUARY 2005 a O ° b14 ��r � e � . , . • „3 z o ty cl "‘; ., �,. J F yy ��qq T si•�4oe �1 . R lr a ' Y w`V,siF / d ° ' < a aoo o YaoLn � '`\ sY C.�i�. 9 0 V �.+7F' ' 2551 Texas Ave. South, Ste. A, College Station, TX 77840 A\144 tip ��`' Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx @yahoo.com The proposed development consists of the 16.44 -acres of Phases II and III of Horse Haven Estates. The site is now served by an 8" DIP main that runs northeast along Horse Haven Lane. We intend to tie into and extend this line and create a 6" closed loop. A fire flow analysis was conducted in conjunction with EPANET for the three proposed fire hydrants at Horse Haven Estates. The domestic water section of the Bryan /College Station Unified Design Guideline Manual was used to determine the required flow rates and pressures for the proposed hydrants. This manual states that fire hydrants must provide 1,000 gallons per minute in residential areas. Flow data for the existing fire hydrant located at Horse Haven Lane was obtained from the City of College Station Utilities. The information for this hydrant is as follows: Static Pressure: 114 psi Residual Pressure: 112 psi Flow Rate: 1550 gpm For the analysis, a pressure of 112 psi for the Horse Haven Lane hydrant was used. According to the Unified Design Guideline Manual, it must be determined if the proposed fire hydrants can hold a minimum pressure of 20 psi. From the gathered data on the Horse Haven Lane fire hydrant, the Hydraulic Grade Line (HGL) for the hydrant was determined using the equation: HGL =z +P /d Where HGL => Hydraulic Grade Line (ft) z => Elevation (ft) P => Pressure (psi) d => Density (62.4 lbs /cf) Knowing the HGL for the Horse Haven Lane hydrant, the HGL for every node in the network was obtained using the calculation: HGL = HGL - KQ Where K => Head loss coefficient Q => Flow rate (cfs) HGL => Downstream HGL (ft) HGL => Upstream HGL (ft) For this calculation, it is important to start at a known HGL, and move down the network computing the HGL in order from upstream to downstream. However, if the known HGL is located downstream and upstream HGLs need to be determined, the calculation can be reversed to accommodate the situation. The equation for this instance is as follows: HGL = HGL + KQ2 • The head loss coefficient (K) for each pipe section is calculated using: K = (fL) /(2 *DA Where f => Friction factor L => Length of pipe (ft) D => Diameter of pipe (ft) A => Area of pipe (ft) g => Gravity (32.2 ft /s The HGL for the proposed fire hydrants were determined using this method. The pressures at the hydrants were determined by rearranging the above equation that solved for the HGL. Knowing the pressures, the flow rates of the hydrants can be determined using the following equation: Q = 29.83cDA2 *sgrt(P) Where Q => Flow Rate (gpm) c => Friction Coefficient (0.7 -0.9) D => Diameter of Outlet (in) P => Pressure (psi) The proposed hydrants were assumed.to have an outlet diameter of 2.5 in. Using this method for calculating the HGL at each junction, the flow rate and pressure at the proposed hydrants were computed. Further analysis of the network was also performed using the computer simulation program EPANET. 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L. l'i1 (01 College station Utilities Reliable, 4flvrthtlalc, Community Owner! 1601 GRAHAM ROAD COLLEGE STATION TEXAS 77845 Date: 26 OCTOBER 2004 Number pages including cover sheet - 1 Fax to: 693 -4243 Attention: ALLEN TAYLOR Company: , MDG From: Butch Willis Water Wastewater Division Phone: 979-764-3435 Fax: 979 - 764 -3452 FLOW TEST REPORT Nozzle size: 2.5 inch Location: HORSE HAVEN ESTATES Flow hydrant number: 11 -089 Pitot reading: 85 (GPM): 1550 Static hydrant number: 11-001 Static PSI: '114 Residual PSI: 112 NOTE: TEST WAS RUN 25 OCTOBER 2004 • > 'i 2551 Texas Ave. South, Ste. A, College Station, TX 77840 \.� `�QPw�� Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx @yahoo.com J f • 0 January 7, 2005 Carol Cotter City of College Station Planning & Development Services 1101 Texas Ave., South College Station, Texas 77842 RE: Horse Haven Estates Subdivision Water and Fire Flow Report Dear Ms. Cotter: Attached is the revised water and fire flow report for Horse Haven Estates Subdivision. The water system was re- analyzed and is now in compliance with the requirements of the B /CS Unified Design Guideline Manual as all the pipe velocities are below 12 ft /s. Water analysis for the system was performed under the assumption that if the system sufficiently supports the fire hydrants and is in compliance with the fire flow requirements, it will be more than adequate for supplying domestic water. If you have any questions, please call. Very sincerely yours, Municipal Development Group Leawood S. Adams, P.E. Principal • FIRE FLOW AND WATER REPORT FOR HORSE HAVEN ESTATES PHASES II & III 16.44 ACRE TRACT (VOLUME 2085, PAGE 289) MORGAN RECTOR LEAGUE, A -46 MDG JOB NO. 000751-3775 COLLEGE STATION, BRAZOS COUNTY, TEXAS JANUARY 2005 '3 ,„,0,,,D hm r @ 633 , iL-.7 � ;{ a 7 -G'_ cit, 2551 Texas Ave. South, Ste. A, College Station, TX 77840 ti� �ti Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx @yahoo.com • The proposed development consists of the 16.44 -acres of Phases II and III of Horse Haven Estates. The site is now served by an 8" DIP main that runs northeast along Horse Haven Lane. We intend to tie into and extend this line and create a 6" closed loop. A fire flow analysis was conducted in conjunction with EPANET for the three proposed fire hydrants at Horse Haven Estates. The domestic water section of the Bryan /College Station Unified Design Guideline Manual was used to determine the required flow rates and pressures for the proposed hydrants. This manual states that fire hydrants must provide 1,000 gallons per minute in residential areas. Flow data for the existing fire hydrant located at Horse Haven Lane was obtained from the City of College Station Utilities. The information for this hydrant is as follows: Static Pressure: 114 psi Residual Pressure: 112 psi Flow Rate: 1550 gpm For the analysis, a pressure of 112 psi for the Horse Haven Lane hydrant was used. According to the Unified Design Guideline Manual, it must be determined if the proposed fire hydrants can hold a minimum pressure of 20 psi. From the gathered data on the Horse Haven Lane fire hydrant, the Hydraulic Grade Line (HGL) for the hydrant was determined using the equation: HGL =z +P /d Where HGL => Hydraulic Grade Line (ft) z => Elevation (ft) P => Pressure (psi) d => Density (62.4 lbs /cf) Knowing the HGL for the Horse Haven Lane hydrant, the HGL for every node in the network was obtained using the calculation: HGL = HGL, - KQ Where K => Head Loss coefficient Q => Flow rate (cfs) • HGL => Downstream HGL (ft) HGL, => Upstream HGL (ft) For this calculation, it is important to start at a known HGL, and move down the network computing the HGL in order from upstream to downstream. However, if the known HGL is located downstream and upstream HGLs need to be determined, the calculation can be reversed to accommodate the situation. The equation for this instance is as follows: HGL = HGL + KQ2 The head loss coefficient (K) for each pipe section is calculated using: K = (fL) /(2 *DA Where f => Friction factor L => Length of pipe (ft) D => Diameter of pipe (ft) A => Area of pipe (ft) g => Gravity (32.2 ft/s The HGL for the proposed fire hydrants were determined using this method. The pressures at the hydrants were determined by rearranging the above equation that solved for the HGL. Knowing the pressures, the flow rates of the hydrants can be determined using the following equation: Q = 29.83cD ^ 2 *sqrt(P) Where Q => Flow Rate (gpm) c => Friction Coefficient (0.7 -0.9) D => Diameter of Outlet (in) P => Pressure (psi) The proposed hydrants were assumed to have an outlet diameter of 2.5 in. Using this method for calculating the HGL at each junction, the flow rate and pressure at the proposed hydrants were computed. Further analysis of the network was also performed using the computer simulation program EPANET. 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CO CO CO N N LC) CO CO 1.0 CO CO CO CO CO CO O C6 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 v O r) tl m to 0 0 0 ` fl • 00000WLLC)= - �Y -I Z O '0 2 n 0 m 0 N N 0 0 N 1 _ + Z LL E N N- V N 0 �0 Q I` V (O CO v J S r Co 0) 00 M M M v N O 0) O) t (O V' Q CO V' 6) N O I CO <- (O V CO N M N m • 6) O 0) 6) 6) (.1 6) 6) co O N 6) LL IZ co 6) 0) Co Co 00 6) 0) [o (0 00 CA CA 0) CO + 0 0 E 6) 6) 0) V' V' CO N "4 N O 00 (O CO N m CO M N O CD N CO Cfl O CO 1.0 N M 00 m -1 N- I` 1 I` M P.: h N- 00 N ti 00 I` t` I� = V' 'Cl" "Kt cY V V V <Y V' V' V' V' V' '7 V Q X a 0 0 0 0 0 0 0 0 O 0 0 0 0 0 o W u O 0 CO O O CO N V' N CO If) V' CT CO I <- = N LL 'a+ O M IO O M r N 0) M V N y (0 r CO CO CO CO (0 CO CO LCD LO (O CO (O IO LO 10 CO • N N N N N N N N N N N N N N N 0 M W W a) in � o C X @ 0 N M O • .-- N M V' (r) (O 0- 00 6) o °- 2 2 2 0 *k C LL LL LL 3 2 Cf l College Station Utilities Reliable, A((Urdable, Community Owned 1601 GRAHAM ROAD COLLEGE STATION TEXAS 77845 Date: 26 OCTOBER 2004. Number pages including cover sheet - 1 Fax to: 693 -4243 Attention: ALLEN TAYLOR : ; Company: MDG l' Y From: Butch Willis Water \Vastewater Division Phone: 979 - 764 -3435 Fax: 979- 764 -3452 FLOW TEST REPORT Nozzle size: 2.5 inch Location: HORSE HAVEN ESTATES Flow hydrant number: 11-089 Pitot reading: 85 (GPM): 1550 Static hydrant number: 1-1 -001 Static PSI: '114 Residual PSI: 112 NOTE: TEST WAS RUN 25 OCTOBER 2004 • Horse Haven Estates Phase III Preliminary Engineering Estimate of Costs at 99% Design Dated February 8, 2005 Proposed Water Utility Service Item No. Item Quanitv Unit Unit Price Total 1 3" PVC Water Line (DR14 Class 200, AWWA C909) 137 LF $16.00 $2,192.00 2 6" PVC Water Line (DR14 Class 200, AWWA C909) 1104 LF $18.00 $19,872.00 3 8" PVC Water Line (DR14 Class 200, AWWA C909) 130 LF $21.00 $2,730.00 4 90 deg, MJ Bend and Gate Valve 3 EA $800.00 $2,400.00 5 45 deg, MJ Bend 3 EA $500.00 $1,500.00 6 22.5 deg MJ Bend 1 EA $450.00 $450.00 7 11.25 deg MJ Bend 3 EA $400.00 $1,200.00 8 1" Long Side Single Service 2 EA $1,000.00 $2,000.00 9 1.5" Long Side Double Service 13 EA $1,200.00 $15,600.00 10 1" Short Side Double Service 12 EA $550.00 $6,600.00 11 1' Short Side Single Service 1 EA $400.00 $400.00 12 Fire Hydrants 3 EA $2,400.00 $7,200.00 13 18" Steel Casing and Street Bore 39 LF $40.00 $1,560.00 14 Trench Safety 1453 LF $1.00 $1,453.00 Total $65,157.00 Proposed Sanitary Sewer Utility Service Item No. Item Quanitv Unit Unit Price Total 1 Standard Sanitary Sewer Manholes 5 EA $2,500.00 $12,500.00 2 Long Side Sanitary Double Service 16 EA $1,400.00 $22,400.00 3 Short Side Double Service 10 EA $600.00 $6,000.00 4 Short Side Single Service 1 EA $450.00 $450.00 5 6" Sanitary Sewer Line (SDR 26 Class 160 ASTM D3034) 586 LF $30.00 $17,580.00 6 8" Sanitary Sewer Line (SDR 26 Class 160 ASTM D3034) 629 LF $32.00 $20,128.00 7 Trench Safety 1215 LF $1.00 $1,215.00 Total $80,273.00 Proposed Drainage Item No. Item Quanitv Unit Unit Price Total 1 Curb Inlet 6 EA $2,800.00 $16,800.00 2 Junction Boxes 5 EA $2,800.00 $14,000.00 3 Outlet Headwall 1 EA $1,000.00 $1,000.00 4 18" RCP 40 LF $24.00 $960.00 5 24" RCP 299 LF $32.00 $9,568.00 6 30" RCP 57 LF $35.00 $1,995.00 7 36" RCP 547 LF $40.00 $21,880.00 8 42" RCP 279 LF $50.00 $13,950.00 9 48" RCP 200 LF $60.00 $12,000.00 10 Trench Safety 1362 LF $1.00 $1,382.00 Total $93,535.00 Proposed Grading and Pavement Item No. Item Quanitv Unit Unit Price Total 1 Mobilization 1 LS $8,000.00 $8,000.00 2 Remove Cul-de -Sac 1 LS $1,000.00 $1,000.00 3 Subgrade Preparation w/ 6" Lime Treated Subgrade 6614 SY $3.50 $23,149.00 4 8" Limestone Base 5842 SY $8.50 $49,657.00 5 2" HMAC 736.7 TONS $55.00 $40,518.50 6 Curb and Gutter 3964 LF $7.50 $29,730.00 7 Erosion Control 1 LS $5,000.00 $5,000.00 8 4' Sidewalk Adjacent to Curb 1650 LF $6.00 $9,900.00 9 ADA Sidewalk Ramps 4 EA $800.00 $3,200.00 10 Site Grading 1 LS $40,000.00 $40,000.00 Total $210,154.50 P 0r° G`'F � C r C , '-' � . ic v Total Construction Cost Phase III: $450,879.00 o� $ � �' t > , °o ?z , ,J Construction Contingencies 20% $90,175.80 �, ' � ° ° * Subtotal: $541,054.80 so osoonMnnc. °s��- ^ ^ „ R = e1 LEI!' /ODD S. AD&M Engineering 10% $54,105.48 & d Grand Total: $595,160.28 63357 , 4 1 v 0, , , Total Construction Cost for Phase II and Phase III: $595,160.28 o f r ,�� ° e J .ate. 2/8/0,5- Horse Haven Estates Phase III Preliminary Engineering Estimate of Costs at 99% Design Dated March 29, 2005 Proposed Water Utility Service Item No. Item Quanity Unit Unit Price Total 1 3" PVC Water Line (DR14 Class 200, AWWA C909) 137 LF $16.00 $2,192.00 2 6" PVC Water Line (DR14 Class 200, AWWA C909) 1104 LF $18.00 $19,87200 3 8" PVC Water Line (DR14 Class 200, AWWA 0909) 130 LF $21.00 $2730.00 4 90 deg, MJ Bend and Gate Valve 3 EA $800.00 $2400.00 5 45 deg, MJ Bend 3 EA $500.00 $1,500.00 6 22.5 deg MJ Bend 1 EA $450.00 $450.00 7 11.25 deg MJ Bend 3 EA $400.00 $1,200.00 8 1" Long Side Single Service 2 EA $1,000.00 $2,000.00 9 1.5" Long Side Double Service 13 EA $1,200.00 $15,600.00 10 1" Short Side Double Service 12 EA $550.00 $6,600.00 11 1' Short Side Single Service 1 EA $400.00 $400.00 12 3" Gate Valve 1 EA $400.00 $400.00 13 6" Gate Valve 2 EA $500.00 $1,000.00 14 8" Gate Valve 2 EA $550.00 $1,100.00 15 Fire Hydrants 3 EA $2,400.00 $7,200.00 16 18" Steel Casing and Street Bore 39 LF $40.00 $1,560.00 17 Trench Safety 1453 LF $1.00 $1,453.00 Total $67,657.00 Proposed Sanitary Sewer Utility Service Item No. Item Quanitv Unit Unit Price Total 1 Standard Sanitary Sewer Manholes 5 EA $2,500.00 $12,500.00 2 Long Side Sanitary Double Service 16 EA $1,400.00 $22,400.00 3 Short Side Double Service 10 EA $600.00 $6,000.00 4 Short Side Single Service 1 EA $450.00 $450.00 5 6" Sanitary Sewer Line (SDR 26 Class 160 ASTM D3034) 586 LF $30.00 $17,580.00 6 8" Sanitary Sewer Line (SDR 26 Class 160 ASTM D3034) 629 LF $32.00 $20,128.00 7 Trench Safety 1215 LF $1.00 $1,215.00 Total $80,273.00 Proposed Drainage Item No. Item Quanity Unit Unit Price Total 1 Curb Inlet 6 EA $2800.00 $16,800.00 2 Junction Boxes 5 EA $2,800.00 $14,000.00 3 Outlet Headwall 1 EA $1,000.00 $1,000.00 4 18" RCP 40 LF $24.00 $960.00 5 24" RCP 299 LF $32.00 $9,568.00 6 30" RCP 57 LF $35.00 $1,995.00 7 36" RCP 547 LF $40.00 $21,880.00 8 42" RCP 279 LF $50.00 $13,950.00 9 48" RCP 200 LF $60.00 $12,000.00 10 Trench Safety 1382 LF $1.00 $1,382.00 Total $93,535.00 Proposed Grading and Pavement Item No. Item Quanitv Unit Unit Price Total 1 Mobilization 1 LS $8,000.00 $8,000.00 2 Remove Cul- de-Sac 1 LS $1,000.00 $1,000.00 / 3 Subgrade Preparation w/ 6" Lime Treated Subgrade 6614 SY $3.50 $23,149.00 4 8" Limestone Base 5842 SY $8.50 $49,657.00 5 2" HMAC 736.7 TONS $55.00 $40,518.50 6 Curb and Gutter 3964 LF $7.50 $29,730.00 � i 7 Erosion Control 1 LS $5,000.00 $5,000.00 8 6' Sidewalk Adjacent to Curb 1650 LF $6.00 $9,900.00 9 ADA Sidewalk Ramps 4 EA $800.00 $3,200.00 /11�/J; l Q 10 Site Grading 1 LS $40,000.00 $40,000.00 �'vI Total $210,154.50 �:, 1, �� G A C � � CA Total Construction Cost Phase III: 5453,379.00 ', Construction Contingencies 20% $90,675.80 /„ y,F. a' ,c y t Subtotal: $544,054.80 � --,"« Engineering 10% $54,405.48 y6 EEPt4Y00D S. kD.ip1_ Grand Total: 5 598, 460. 28 /P` b "esc-s. <a..o«�.._,_, ,e.::_ ,, , «<? ) 63357 c � el Total Construction Cost for Phase II and Phase III: $598,460.28 Q C ( � 'o Q tir ° ` Ti 5 b ae s i SANITARY SEWER CAPACITY STUDY FOR • HORSE HAVEN ESTATES PHASES 2 & 3 MDG JOB NO. 000751-3775 COLLEGE STATION, BRAZOS COUNTY, TEXAS DECEMBER 2004 derki' °°°•*' 9''MJO `)Q b L LEA J .i S.. DAMS `d . " � k7-1 1 a ' b, .' '., 633 ... e a� � kl k�k c :Y 2551 Texas Ave. South, Ste. A, College Station, TX 77840 .. cf, ' v��oq @' Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx @yahoo.com z Jo t aaud • • •sJo two Jo aUTl « g ui A}iaudua ILuopippu anal Itim puu �aiu AJisua si luauiannbai sna '(pup /I0 OZ89I —) sJo 9Z0.0 Jo MoJJ Tad puulsqum algu oq i.snuz uoisinipgnS uanuH OS1OH 211IAJOS 01111 « g aig1, 'sJo 08 Pug sj.o SS ' TOA Poadsa.! azu adid « 8 puu adTd ailT uT MojJ umulxuui punoJ sum J `ulduAouzou &isn :siinsa> •auil JOMOS panozddu XIsnoiAOZd aul� uuip oioui 1 Jo MOH }load u anuuJ /quo TUM Ouil JO/OS « g Mau ails 'mu 'sJo ZZO'0 sI s�ol £S zo' podai -OMOS snoinazd uT anlun sna •ialum Jo Xup /Jul OOI sosn uosiad mon Tu 11 puu loj/aldoad L9-Z azu azaill lap 2uiumssu painduioo SEM anlun sTJZ •uoisinipgns posodozd pawiaua2 oq pinoM s 9Z0.0 jo MoJJ 3Iuad u `uoudiunsssu sup 2msn •.ndino aaumas 3o Tum slunba puuuiap za }um [elm aumssu sT uoisIAipgns uanuH aszoH pasodoid aip uioiJ Moi _OMas pajoadxa all OuIuzzaTap ulouoiddu aAflRAJOSUOO y nnojJ .zaMMas pasodo.id jo sisicipuy •podai snoinazd oq in pplOIdOp SUM su anius OLIT si Tuiod uT -ai2 aqJ •)luzzuzoJO uoiy JOJ s01.0 4sg uanuH OSJOH su uMOinl uotsTnipgns iJTuiuJ- apuis dot £9 ioj azu suuld Mau put auiT} Tem uoisinipgns am uo aouunpu loU pip uonOntsuoD - amp. am 1.0 pasodoid £S Jo 00IAJOs JOj SUM aunt OOTnzas JOMOS ailI •£0N `p lsany uo /cIInDoJt uoiEt ig aouuTlduuoo zoj panozddu pin uuiuzaH pOg juaiJo Jo Heim q uo pa »Tuugns azaM SOTElSg uanuH asz0H zaMas JIuWuus zoJ amid £OOZ `i /Jnr u0 •slot Jupuapisoz AJTuzuj-al ms £9 suiu1UOO £ sasuuld `SOu1.sg IMAM OSZOH •uoisiAlpgns ails Jo z0uzo0 Tsuaq nos am Jo ipnos xoq uopounf uilsixa 1111 si uzals1is Oupsixa om pasodozd ota •kuM)Izud IsaMillnoS pure O£ HS uaamlaq `auuJ uanuH asJOH uo (9 HS) XiM30z3 iappn>l pug saucer Jo Isuo i.snf paiuooj sT axis loofa aua :uoijdi.iasaU pug adoas Paafoad s ■ For Office lire Only I -J P &Z Case No. ;J `` ' ' �1 ' —'° + �� 1 Date Submitted: / 0- 0 ABANDONMENT OF PUBLIC ROW -OF- WAY /EASEMENT APPLICATION MINIMUM SUBMITTAL REQUIREMENTS I 1 r•( $300.00 Abandonment of Public Right -of -Way (ROW) /Easement application fee. \// _V A completed copy of the attached Abandonment of Public ROW /Easement application. 1 Imo' All exhibits processed (except for Exhibit No. 4, which will be processed by staff). ADDRESS 0 7/ 0 t1 t r 6 •e- ti. °.V e. kl L. i b1 t.- LEGAL DESCRIPTION 0 ea a 5 1 C re 5 - VC' L— o C 4 1 .3 P6: i o 7 APPLICANT (Primary Contact for the Project): Name �' ►"e � / � ti� / /t4D � E -Mail A1 Cli C S 6( e rC1e[j. C oy Street Address ° 'Z I A 1 max' ez -s Ave ,C City /1 St l/ 'n? State ' �� 5" Zip Code 7 '7c ' e/e H Phone Number (c, 7 3 G 3 Fax Number (cam r _S " 1' 24� : z' PROPERTY OWNER'S INFORMATION (if different from above): Name OeektAieoc.( CiA otil f.celi (.ar e.N.Af 44 E -Mail Street Address 4el Cam!c's C r, rvkra ►a. te 1• - -3 -. _ City (v, 11 ec e s' ivi h C 0 State • / V.,;‹ �1 S Zip Code 7 4 Phone Number / 6,7 Fax Number 6:90 Z 50 1 The applicant has prepare• this application a d certifies that the facts stated herein and exhibits attached hereto are ue a Id correct. Q J _fit/ / /1111116,....1 _ i I _ 7-2 9 f Ignature a ;'fn• 7y 7 Date ' 410 js /c /forms /abandon application rev 2004.doc 8/30/2004 APPLICATION FOR THE ABANDONMENT OF A PUBLIC RIGHT -OF- WAY /EASEMENT Date: `T Cce_ w,t .yt r oc) Location of Right -of- Way /Easement to be Abandoned: 141 ri 0145 6 6 C c 4 CMS 1 r�ct (A) r cz a-t. 0/ ,1l fC, ee ,w/ : ct S c=�f�s �. `�, %� �r P4,s Pro ert Owner' & Address: rt IL-Wood L•t' So e S c �' Property � � 9 4i 31 te qi,,q Kite- Co //€ 3 tri 1 '7 7 Property Owner's Phone Number: " — /± C 4 TO THE MAYOR AND CITY COUNCIL OF THE CITY OF COLLEGE STATION: The undersigned hereby makes application for the abandonment of that portion of the above right -of -way particularly described in Exhibit No. 1, attached. In support of this application, the undersigned represents and warrants the following: 1. The undersigned will hold the City of College Station harmless, and indemnify it against all suits, costs, expenses, and damages that may arise or grow out of such abandonment. 2. Attached, marked Exhibit No. 1, are two sealed metes and bounds descriptions (dividing the area in half) of the area sought to be abandoned, prepared by a Registered Public Surveyor. k c f- A- pp' J " ccA 6 3. Attached, marked Exhibit No. 2, are two copies of a plat or detailed sketch of that portion of the public right -of- way /easement sought to be abandoned and the surrounding area to the nearest streets in all directions, showing the abutting lots and block, and the subdivision in which the above described right -of- way /easement is situated, together with the record owners of such lots. 4. Attached, marked Exhibit No. 3, is the consent of all public utilities to the aban- donment. 5. Attached, marked Exhibit No. 4, is the consent of the City of College Station staff to the abandonment. 6. Attached, marked Exhibit No. 5, is the consent of all the abutting property owners, except the following: (if none, so state) C V-1 K e.) b -2 js /c /forms /abandon application rev 2004.doc 8/30/2004 7. Such public ri right -of- way / should be abandoned because: 1 f: . Wr`/I t --e_ ,"r %ar ce d 16' `z- /2'' q /e- pla* - -e(1 C2s cmen't 5 o o Phcr . 7rA; © Glitc/ P trs.e 7 ilk -. e e t/o e Hei Vcii a s /� /c 8. Such public right-of-way/easement / ment has bee n and is being used as follows: c-tet / / % t -1 ...-. ' / fl � (WI � ‘ e t/l`c c/ f' s � tee_ Ti i c e (� l c� �t -e ct ltc � l 1. o 1R :fiei•u ev €03 - e 6'1 "1C1 dTc d'Zciv c a0 let CI°f7S icf—w - col 51- VVGi c..1- ci, I swear that all of the information contained in this application is true nd correct the best of my knowledge and belief. Owner's Signature: t / /� i _ - e % 116— -'_ „,c) c-,--- y Owner's Name: OctWOO tb c if, 1 ems' 6 ' ; i lid Owner's Address: i 0, 8 6 X c7 g 4 7 c_:%C Sir; z i' i 7 7 8 4 ?- Owner's Phone Number: 6f i9 15 0 1 STATE OF TEXAS ) ACKNOWLEDGMENT COUNTY OF BRAZOS ) h Subscribed and sworn to before me, Notary Public, this q day of 1 ) .P (P.1) 1111Th , 2001t, by (�! rY 6, - pia a a; : .A /fl tuAi U d (1 1 k I »c&j--) i . My commwsion Expires '' otary Public ' ayid for ' ' .. 1 July 23. 2008 the State of Texds -3 js /c /forms /abandon application rev 2004.doc 8/30/2004 Application for Abandonment of a Public Right -of -Way /Easement Located: Z ( b (-tors e ilea/ z. C--ct« e_ EXHIBIT NO. 1 Attached are two sealed copies of the metes and bounds description (dividing the . rea in half) of the public right -of -way /easement situated in = F t . t h,,t rc f tors e. civ-e47 = 5 t / c Addition /Subdivision to the City of College Station, Brazos County, Texas, sought to be abandoned. 4 vi.ci t-Q-e S e a't c ( i.je CSI �t �'� �- �. e ( C 4.Se /4/ i t f t:' / on _5 se_ eX t 1 , ' 1 . i 1 r -t t i ( ' b vv 0 �' -e i "tA r tr€ ( ck. 0 a7 -4 js /c /forms /abandon application rev 2004.doc 8/30/2004 Application for Abandonment of a Public Right -of- Way /Easement Located: 7- 7 / C dor S t(ot i'/e '7 t- It t— EXHIBIT NO. 2 Attached are two copies of a plat or detailed sketch of the public right -of- way /easement sought to be abandoned in the above - mentioned application, showing the surrounding area to the nearest streets in all directions, abutting Tots, the block or blocks in which the portion of the public right -of- way /easement sought to be vacated is situated, and the addition or subdivision in which the portion of the public right -of- way /easement sought to be abandoned is situated. Also, the names of record owners of the abutting lots are shown. I • 1 1\6 bravo i pi, C e A l > d b i' i41 l h. I Pick 4—$ -5 js /c /forms /abandon application rev 2004.doc 8/30/2004 Application for Abandonment of a Public Right-of-Way/Easement Located: z 7/0 110 Grs -e f t v Li l- EXHIBIT NO. 3 The undersigned public utility companies, using or entitled to use, under the terms and provisions of our respective franchises with the City of College Station, that portion of the public right -of- way /utility easement sought to be abandoned in the Application for Abandonment above referred to, do hereby consent to the abandonment of the described portion thereof. TXU GAS COMPANY Le (4‹ 1 c 11401E d BY: Title VERIZON TELEPHONE COMPANY Pt it Idt ) BY: Title COX COMMUNICATIONS �� vz et vt- C BY: Title -6 js /c /forms /abandon application rev 2004.doc 8/30/2004 NOTE: SEE ACCOMPANYING METES AND BOUNDS DESCRIPTION FOR MORE INFORMATION. NOTE: DRAWING DEPICTS AN EASEMENT TO BE ABANDONED. P.O. B. - 99E_ 1 9f O0 0.5 7 6 ' A C . S o APPARENT N 25 °15'38" E 354.31 CITY OF COLLEGE STATION -°®°°° 20' ELECTRICAL EASEMENT �7' �� �_� _ _ A%1\-l1-1'2- e�.� NO CITATION FOUND �I 20' GTE TELEPHONE EASEMENT NO CITATION FOUND L " �`.,\ (TO BE ABANDONED) 1\-- V\IZVT \\L � 1\ Tn L3 L L1J AL wzzz S 9.51 - RP NDE NOW OR r r m � - - -- -/ Oj 0 \ VOLUME 2085. PAGE 289 / ® � O / ® \ \\ o �// / / ,. _____-. 20' P.U.E. / � co J \ \ / i / / co 0 \ ;\ i / /( ` �„ / \\ \\ 0 1 / / \ / \ �'" \ / / / \ \ .a, O \\ \ / \ \ \ \ ..„ S \ \. \\ /__1 ,,,- ___ r __ I L. EXHIBIT METES AND BOUNDS DESCRIPTION A-4 OFA 0.576 ACRE TRACT ELECTRIC EASEMENT FOR RELEASE (E -1) MORGAN RECTOR LEAGUE, ABSTRACT NO. 46 COLLEGE STATION, BRAZOS COUNTY, TEXAS Metes and bounds description of all that certain 0.576 acre tract or parcel of land, lying and being situated in the Morgan Rector League, Abstract No. 46, College Station, Brazos County, Texas and being a portion out of that same called 29.51 acre tract conveyed to Burt Hermann, et ux and recorded in VOLUME 2085 PAGE 289 of the Official Records of Brazos County, Texas, said 0.576 acre tract being more particularly described as follows: COMMENCING at a' /2" iron rod found for the northeast corner of Lot 2 Horse Haven Estates and depicted by Correction Plat recorded in VOLUME 3158 PAGE 335 of the Official Records of Brazos County, Texas; THENCE S 25° 15' 38" W — 354.31 feet with southeast line of said Lot 2 to a point for corner and being the PLACE OF BEGINNING; Thence the following calls across the said 29.51 acre tract: N 42° 04' 01" E — 321.70 feet to an angle point; N 36° 40' 20" E — 249.96 feet to a point for corner; S 53° 19' 03" E — 20.00 feet to a point for corner; S 36° 41' 33" W — 241.68 feet to a.point for corner; S 486 39' 00" E - 224.49 feet to an angle point; S 79° 07' 57" E — 412.17 feet to a point for corner; as 9,051.11V1 Page 1 of 2 000751- f.01(3775) 12/9/2004 8:34 AM CA > 46.). 11:t 04 S 10° 52' 03" W — 20.00 feet to a point for corner; N 79° 07' 57" W — 417.61 feet to an angle point; N 48° 39' 00" W — 229.23 feet to a point for corner; • S 42° 04' 01" W — 378.04 feet to an angle point in the southeast line of said Lot 2; THENCE N 25° 15' 38" E — 69.17 feet to the PLACE OF BEGINNING, and containing 0.576 acres of land. BASIS OF BEARING: Correction Plat of Lot 2 of Horse Haven Estates, as recorded in VOLUME 3158 PAGE 335 of the Official Records of Brazos County, Texas. Refer to drawing issued simultaneously this date. • December, 2004 Municipal Development Group College Station, Texas -- _ F Surveyed by: it _ /c,A - ‘, GrettK. T. ggart r ..... .,... f GREGORY "3 `'iGFaRT • 5676 ....,.. ...,:....._,,_:.;.,,..o........ • E;373 ÷n o ° kr ESS1... SU? c Page 2 of 2 000751- f.01(3775) 12/9/2004 8:34 AM 1�" r ct.crts 11 / 10 2 � 9 • 12 L'; Scale = 1: 205 (Feet) 1 S 25° 15' 38" W 354.31 9 N 79° 7' 57" W 417.61 2 N 42° 4' 1" E 321.7 10 N 48° 39' W 229.23 3 N 36° 40' 20" E 249.96 11 S 42° 4' 1" W 378.04 4 S53 0 19'3 "E20 12 N 25° 15' 38" E 69.17 5 S 36° 41' 33" W 241.68 13 Back to pob 6 S 48° 39' E 224.49 7 S 79° 7' 57" E 412.17 8 S10 °52'3 "W20 PAYNE, WATSON, MILLER, MALECHEK & SCHERR, P.C. ATTORNEYS AT LAW WALTER S. CAMPBELL P.O. BOX 6900 LOUIS A. MALECHEK, III (TREY) BRYAN, TEXAS 77805 - 6900 CINDY L. MILLER *Board Certified Family Law J. DEREK MOORE March 23, 2005 3000 BRIARCREST DRIVE, SUITE 600 BILLY M. PAYNE BRYAN, TEXAS 77802 SCOTT J. SCHERR J. DAVIS WATSON TELEPHONE (979) 776 -9800 JAY DON WATSON 'Board Certified Commercial Real Estate Law 'Board Certified Farm and Ranch Real Estate Law FAX (979) 731 -8333 'Board Certified Residential Real Estate Law PAYNE @PAYNEWATSON. *Texas Board of Legal Specialization Ms. Roxanne Nemec VIA MESSENGER First Assistant City Attorney City of College Station Municipal Court Building 1101 Texas Avenue College Station, TX 77840 Attention: Legal Department Re: Drainage and Flood Plain Conservation Easement Horsehaven Estates located at 2710 Horsehaven Lane,]tka,Lyy College Station, Texas Dear Roxanne: Oakwood Custom Homes Group, Ltd. ( "Oakwood ") is in the process of attempting to obtain the final plat approval for a plat of Horsehaven Estates located at 2710 Horsehaven Lane. An obstacle has arisen to approval of the construction plans necessary for proceeding with construction and the filing of the plat. This obstacle is based on the staff's interpretation of that certain Correction Drainage and Flood Plain Conservation Easement recorded in Volume 4107, Page 7, Official Records of Brazos County, Texas ( "Easement "). I am enclosing a copy of such Easement with this letter. Alton Ofczarzak and his engineer, Lenwood Adams, P.E. of Municipal Development Group have been advised that they must obtain written consent from the owner of the Academy property as shown on page 13 of the Easement prior to Oakwood being authorized to use the existing stock pond that is actually located on property belonging to Oakwood. My client informs me that the Academy property is owned by an out of state corporate owner whose consent may be unobtainable simply because of getting their attention. Section 1.4 of the Correction Drainage and Flood Plain Conservation Easement provides that the term "Owners" are the parties named in Section 1.1, 1.2, and 1.3 above, which includes the PAYNE, WATSON, MILLER, MALECHEK & SCHERR, P.C. March 23, 2005 Page 2 predecessors in title to the Oakwood tract. Section 2.2 of the Easement Agreement provides that the easement shall be interpreted to permit uses thereof on a non - exclusive basis by the "Owners" or "Owners of the development" land. Since this is a non - exclusive easement, the consent of the owners of the Academy tract should not be required. Roxanne, after you have received the enclosed documents, please call. Thank you for your assistance. Very truly your , i i 147, MILLER, MALECHEK & SCHERR, P.C. 1 V 1 J. Mon Watson JDW:gw Enclosure: Copy of Correction Drainage and !!sod Plain Conservation Easement F:\LAW\WATSON\Roxanne Nemec.Itr 03- 23- 05.wpd - cc: Mr.Alan Gibbs, P.E. (VIA MESSENGER) (Attn: Legal Department) Development Engineer Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement cc: Mr. Joey Dunn, AICP (VIA MESSENGER) (Attn: Legal Department) Director of Planning Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement cc: Mr. Bob Mosley, P.E. (VIA MESSENGER) (Attn: Legal Department) City Engineer Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement au} sapnloui goigM `anoge E' I pue `Z• I `I' I uorloas ur pauieu sarl.znd atp aze „sJouMO„ unol aql le1p saptno.id luatuaseg LIORVAz0suo3 meld poofd pun aTeutni j uorloa LIOD agl jO y• I Uorloas 'uorlualln ztagl 2ugto2 do asnnoaq iflduirs algeurelgoun oq i(etu luasuoo aSOLIM zauMO aln.zodzoo alels do no un Lq pauMo st Xurapnoy gip imp atu suuodut luago XyN 'pooMvj of 2uOuotoq 4 iodo.id uo paleool Xitenlon st legl puod xools utlstxa atp osn of pazuoglne 2utaq pooM31no of Joud luautasvg aql do £ I a2nd uo uMotls se Clzadozd iutopnoy aql Jo .IauMO 01j1 1110.1J luasuoo ua4tiM urnlgo Isntu Aoq imp pasrnpe uaaq aneg dnoz0 IuatZdoionaU lediorunyuo •g•d `stuepy pooMUa7 `zaauI2ua srq pup pnzzezoj uolly •..1311.0f SIT LOVM luatuaseg lions jo Xdoo e 5ursoloua urn I '(„luatuaseg „) sex°Z `iilunoD Soze.ig Jo spzooa I ` aOed `LO I t7 aurn1OA Ut papzooar luauraseg uotleAJOSUO utnld poou pun o2uutnzul uotloano3 utepao Ingl jo uoilelazdtalut s jjels aql uo paseq si alonlsgo srg1, - laid agldo 2urlg am. pun uorlon I Suoo gl!M'urpo oozd zoj Xznssaoau sueld uorlon.ilsuoo agldo lenozdde of uasue snq alonlsgo uy 'OUn7 UanegaszoH 0 In palnool Salelsg uanngaSJO do leld n zoj lenozddn leld Inu aql utelgo of Builduzalledo ssaoozd otp ui st („pooMxp0 „) pIq `dnoz0 satuoH tuolsnj pooM)Ino :auunxow "eau 2 � b � `aue7 uanngaszo snxa1 `uoilels a2alloD H 0 I L In paleool SalnlSH uanegaSJOH luautaseg TIORUA.IasuoD meld poo1d pue aaeu1PJQ :aJ Juazu ,z.rndaU /12a7 :normally Oi?8LL XI `uoilels a4allo3 anuany SexaZ IO I I &utplinH uno3 ledtotunpv uoilels a Jo /CID lia9 assn �I VIA Xaurolly 13 Iuelsissy lszr3 001110N auuexo11 'Sys IAIOD NOSIVA 3NAVd@aNAVd £££8 I £L (6L6) xb'� uonen�euad p Sa 13 o preog sexai Me'i ale�.s3 'eau feyuapcsa� payq.iap preog 0086 (6L6) 3NOHdd'Id L ^ eT alma p ag you¢y pue Lund pay vat preog me7a2e1s3 ('?ay repiaunuoj Pag 3 preog, NOS.LVM NOG AVf Z08LL SVxd.L `NV�I2Ig AIOS LVM SIAVG T 009 RIMS `3AI?IQ LS32I�2tdl2ig 000£ 2RI3HOS'f .L.LOJS SOOZ `£Z g IUTAI 3 NAVd'I1I.[TIIa 0069 SVxd.L `NVA2Ig 3II00[�I )1 ruaa f 0069 XOH 'O'd 4 P y PayivaD preog, UI3TIIIN .,r MIND • (AHILL) III ` aH03'IVL4I "V SI1107 'I1dgdwVO 'S Ua L1VM /Awl V SA3N?IO.L.LV .3.d c ultatta s )ILHOfrivig `uari IIj^j `NOSIVM `TAIAV4 r PAYNE, WATSON, MILLER, MALECHEK & SCHERR, P.C. March 23, 2005 Page 2 predecessors in title to the Oakwood tract. Section 2.2 of the Easement Agreement provides that the easement shall be interpreted to permit uses thereof on a non - exclusive basis by the "Owners" or "Owners of the development" land. Since this is a non - exclusive easement, the consent of the owners of the Academy tract should not be required. Roxanne, after you have received the enclosed documents, please call. Thank you for your assistance. Very truly yours, i i 1 4 40 / N, MILLER, MALECHEK & SCHERR, P.C. Iv I J. D on Watson JDW:gw Enclosure: Copy of Correction Drainage and 'l.od Plain Conservation Easement F:\LAW\WATSON\Roxanne Nemec.ltr 03- 23- 05.wpd cc: Mr.Alan Gibbs, P.E. (VIA MESSENGER) (Attn: Legal Department) Development Engineer Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement cc: Mr. Joey Dunn, AICP (VIA MESSENGER) (Attn: Legal Department) Director of Planning Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement cc: Mr. Bob Mosley, P.E. (VIA MESSENGER) (Attn: Legal Department) City Engineer Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement PAYNE, WATSON, MILLER, MALECHEK & SCHERR, P.C. ATTORNEYS AT LAW WALTER S. CAMPBELL P.O. BOX 6900 • LOUIS A. MALECHEK, III (TREY) BRYAN, TEXAS 77805 - 6900 CINDY L. MILLER *Board Certified Family Law J. DEREK MOORE March 23 ' 2005 3000 BRIARCREST DRIVE, SUITE 600 BILLY M. PAYNE BRYAN, TEXAS 77802 SCOTT J. SCHERR J. DAVIS WATSON TELEPHONE (979) 776 -9800 JAY DON WATSON *Board Certified Commercial Real Estate Law *Board Certified Farm and Ranch Real Estate Law FAX (979) 731 -8333 *Board Certified Residential Real Estate Law PAYNE @PAYNEWATSON.COM *Texas Board of Legal Specialization Ms. Roxanne Nemec VIA MESSENGER First Assistant City Attorney City of College Station Municipal Court Building 1101 Texas Avenue College Station, TX 77840 Attention: Legal Department Re: Drainage and Flood Plain Conservation Easement Horsehaven Estates located at 2710 Horsehaven Lane, kat/6 / h College Station, Texas Dear Roxanne: Oakwood Custom Homes Group, Ltd. ( "Oakwood ") is in the process of attempting to obtain the final plat approval for a plat of Horsehaven Estates located at 2710 Horsehaven Lane. An obstacle has arisen to approval of the construction plans necessary for proceeding with construction and the filing of the plat. This obstacle is based on the staff's interpretation of that certain Correction Drainage and Flood Plain Conservation Easement recorded in Volume 4107, Page 7, Official Records of Brazos County, Texas ( "Easement "). I am enclosing a copy of such Easement with this letter. Alton Ofczarzak and his engineer, Lenwood Adams, P.E. of Municipal Development Group have been advised that they must obtain written consent from the owner of the Academy property as shown on page 13 of the Easement prior to Oakwood being authorized to use the existing stock pond that is actually located on property belonging to Oakwood. My client informs me that the Academy property is owned by an out of state corporate owner whose consent may be unobtainable simply because of getting their attention. Section 1.4 of the Correction Drainage and Flood Plain Conservation Easement provides that the term "Owners" are the parties named in Section 1.1, 1.2, and 1.3 above, which includes the , PAYNE, WATSON, MILLER, MALECHEK & SCHERR, P.C. March 23, 2005 Page 2 predecessors in title to the Oakwood tract. Section 2.2 of the Easement Agreement provides that the easement shall be interpreted to permit uses thereof on a non - exclusive basis by the "Owners" or "Owners of the development" land. Since this is a non - exclusive easement, the consent of the owners of the Academy tract should not be required. Roxanne, after you have received the enclosed documents, please call. Thank you for your assistance. Very truly yours, ti t iorr O r , MILLER, MALECHEK & SCHERR, P.C. lyi J. 1 on Watson JDW:gw Enclosure: Copy of Correction Drainage and '1.od Plain Conservation Easement F:\LAW\WATSON\Roxanne Nemec.itr 03- 23- 05.wpd cc: Mr.Alan Gibbs, P.E. (VIA MESSENGER) (Attn: Legal Department) Development Engineer Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement cc: Mr. Joey Dunn, AICP (VIA MESSENGER) (Attn: Legal Department) Director of Planning Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement cc: Mr. Bob Mosley, P.E. (VIA MESSENGER) (Attn: Legal Department) City Engineer Enclosure: Copy of Correction Drainage and Flood Plain Conservation Easement 0, -\ -70 Page 1 of 1 Terry Boriskie Fwd: Horse Haven Ph3 Bk4 Lts10, 11, and 12 ........::.... cr . a.�.a�".�"P�wa.>.1.s..a :.., .n- , <_"",":`. r_.. ,... From: Alan Gibbs To: Boriskie, Terry; Haver, Chris Date: 4/10/2008 3:31 PM Subject: Fwd: Horse Haven Ph3 Bk4 Lts10, 11, and 12 fyi Alan Gibbs, P.E. City Engineer City of College Station, Public Works »> Alan Gibbs 4/10/2008 3:25 PM >» Alton, The Herman's have made us aware that there is a drainage swale that will be altered with the development of these lots which has the potential to block drainage flows if not properly addressed. You are likely aware of the existing concrete flume discharging from the Herman property into the middle of Lot 17. This specific drainage as well the general drainage must be accommodated by keeping the downstream lot lines low to enable the drainage to discharge to Horseback Drive. The raised slabs are appropriate, but again the lot lines must remain "low" and ensure drainage is not blocked. Well check this ultimately at the issuance of COs. This notice is an effort to inform you sooner rather than later so this can be best addressed. Alan Gibbs, P.E. City Engineer City of College Station, Public Works file: / /C: \Documents and Settings \tboriskie.CSTX \Local Settings \Temp \XPGrpWise \47FE32E6City of Coll... 5/1/2008 --k, '_„...‘ k 1, 1 ,k ...- , 2551 Texas Ave. South, Ste. A, College Station. TX 778 ___ -----__—__■—_— i # or 979.693.5359 Fax: 979.693.4243 Email: mdgcs@mdgcs.com Web: 1 v v. v..mdgcs.corn • , , , . LETTER OF TRANSMITTAL , I TO: ) _ — 3 FRON1 ll.(' t_ • a r f _ . 1 1 • . DA-vr,: ,•••2 t 0 _ . , 1 --------_. , M.DG JOB NUMBER::_1115_ A-1-1-AC11EL) PLEASE FIND: NO OF COPIES k DESCRIPTION _ - kp 2 i , • a z y- E-1( . , . . , . 1 . ' • • ----- -----.-- . __------'_ THESE ITEMS AR.E.TRANSNIITTED AS CHECKED BELOW: f.ii FOR APPROVAL i . . . , . ' 0 FOR REVIEW 0 FOR YOUR USE il i • • 0 AS IEQUESTED • . 0 01-H ER: .: , • 1 . CO - . . IMENTS: , k , 1 • t , • . . ■ • 1 ' I 1 I , •., . . . ' ' . . . r r • ' • , tY . I . • • . • 51 .It ., ' ' - '11111Prc----- - - . •., ”., ,, I ' ' . , L{� -- " f l_/ c • i , 2551 Texas Ave. South, Ste. A, College Station, TX 77840 { , , r .�� �4���� Ofc: 979.693.5359 Fax 979.693.4243 Email: mdgcstx @yahoo.com �) January 28, 2005 Mr. Alan Gibbs, P.E. 1101 Texas Ave College Station, Texas 77840 RE: Horsehaven Extates Subdivision Phase 2 Dear Mr. Gibbs, We believe we have made the changes that you required to have the plans approved and a Development Permit issued for Phase 2 only per our meeting last Friday. We have attached the latest cost estimate and our estimate for Appomattox Drive which our client will provide surety for in -lieu of actual construction at this time. We have notified him that he is required to provide the surety prior to being allowed to pick up the DP. We hope to clear up the remaining issues for Phase 3 next week and submit our plans for that phase. If you have any questions please contact me. Very sincerely yours, Municipal Development Group Lenwood S. Adams, P.E. Principal FOR OFFICE ESE ONNL V �V`r lg'' 0 , t x P &Z CASENO.: (/�t ` u COLLEGE STATION DATE SUBMITTED: I / 8--° FINAL PLAT APPLICATION (Check one) ❑ Minor ❑ Amending ❑ Vacating ($300.00) ($400.00) ($400.00) g ($600.00)0)* * *Includes public hearing fee The following items must be submitted by an established filing deadline date for P &Z Commission consideration. MINIMUM SUBMITTAL REQUIREMENTS: Filing Fee (see above) NOTE: Multiple Sheets - $55.00 per additional sheet L4 L)[k1 Variance Request to Subdivision Regulations — $100 (if applicable) ,&, ,Variance Permit Application Fee of $200.00 (if applicable). V Infrastructure Inspection Fee of $600.00 (applicable if any public infrastructure is being constructed) Application completed in full. ■.)1 A' Copy of original deed restrictions /covenants for replats (if applicable). ✓ Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) One (1) copy of the approved Preliminary Plat and /or one (1) Master Plan (if applicable). V Paid tax certificates from City of College Station, Brazos County and College Station I.S.D. ✓ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. Two (2) copies of public infrastructure plans associated with this plat (if applicable). Parkland Dedication requir ent approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Gvt.00$ oVv e u.1 P'rc.(• 'led - Date of Preapplication Conference: NAME OF SUBDIVISION /40 ttS E- ( STS} 5 P(/lets C Tuf D SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) &) . 5190 7P 149 4'ENSI/E41 APPLICANT /PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name JLl l (yge6 TAG6 T Street Address S- A' re-yA' Roe. S Cit c. 51 nn State Zi Code — 7 1 540 E -Mail Address GSt & 41400. C 44 Phone Number 4 [ q Z q �Q� —5557 Fax �,`7t) lf1 -- 4 43 PROPERTY OWNER'S INFORMATION: Name /4 G`vt 1c oxv G— Street Address +11 Ci D Sl U hy2me -4 City C f/' E 9V.TJ State Zip Code 7 E- Mail E Mail Address Phone Number 4 6 0 Fax Number ' e % i�I Zi Y ARCHITECT OR ENGINEER'S INFORMATION: Name& r - Street Address S �MtC a e City State Zip Code E -Mail Address Phone Number Fax Number 6/13/03 1 of5 DRAINAGE REPORT FOR HORSE HAVEN ESTATES PHASES II & III 16.44 ACRE TRACT (VOLUME 2085, PAGE 289) MORGAN RECTOR LEAGUE, A -46 MDG JOB NO. 000751-3775 COLLEGE STATION, BRAZOS COUNTY, TEXAS NOVEMBER 2004 t G 6oY.0 ®0po. f / ,t v < K ENwl l .64s' it /l `o M ' a 63357 • c 2551 Texas Ave. South, Ste. A, College Station, TX 77840 �ti Ofc: 979.693.5359 Fax: 979.693.4243 Email: mdgcstx @yahoo.com oJ4 Certification Sheet • "I hereby certify that this report (plan) for the drainage design of Horse Haven Estates was prepared by me (or under my supervision) in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owner's thereof." Registered Professional Engineer State of Texas No. 4 3 3 S • • Project Scope: This report outlines the drainage improvements for Phases II and III of Horse Haven Estates. This drainage report will consist of the requirements necessary for the improvements of this 16.44 -acre site in accordance with the provisions of the Drainage Policy and Design Standards of the City of College Station. General Location and Description: The project site is located on the northeast side of Highway 6 on Horse Haven Lane in the Carter Creek Drainage Basin. Currently, the project site is undeveloped and exists in a relatively natural state that is covered with native grasses, weeds, and light underbrush. This land generally slopes from the northwest to the southeast with a grade of approximately 5.28 %. The project site drains directly into Carter Creek. Drainage System Modeling: For all drainage system modeling, the volume of runoff will be calculated. The drainage calculations are summarized accordingly using the Rational Method: Q = CIA, where "Q" is the runoff in cubic feet/second, "C" is the runoff coefficient, "I" is the storm intensity in inches /hour for each selected frequency, and "A" is the drainage area in acres. The time of concentration was calculated using the equation: T = D /60V. A minimum 10- minute time of concentration for all calculations will be assumed. The selected frequencies will be 2, 5, 10, 25, 50, and 100 -year rainfall events. Tabulations of post - development runoffs for the site are provided. Drainage Areas The project site and surrounding areas were divided into, ten drainage areas. Area 1 is located west of the project site and consists of 11.13 acres. It drains to the southwest onto the existing road and does not contribute to the storm sewer system of the site. Area 2 consists of 1.95 acres and drains to the southwest. It is located west of the site, drains into the existing road, and does not contribute to the project site drainage. Area 10 is located to the west of the site, directly under Area 2. It consists of 0.43 acres, drains to the southwest into the existing road, and does not contribute to the project site drainage system. Areas 3 -9 are located on the project site and directly contribute to the drainage system. Area 3 is 2.09 acres and drains to the southeast into Inlet 1. Area 4 is 1.26 acres and drains to the southeast into Inlet 2. Area 5 consists of 2.16 acres and drains to the east into Inlet 4. Area 6 is 1.58 acres with the majority of its runoff flowing to the east into Inlet 5. Much of the impervious cover of Area 6 drains into Inlet 3. Area 7 is 2.39 acres and drains to the southeast into Inlet 8. Area 8 is 1.82 acres and contributes runoff to Inlets 7 and 9. Area 9 is 1.12 acres and drains to the southeast into Inlet 6. A map displaying the drainage areas is provided. • Storm Sewer Inlets Storm sewer inlets are a part of the storm sewer system evaluation. They were sized according to the determined 10 -year land area runoffs using the equation: Q = 3Ly where "Q" is the capacity in cubic feet /second, "L" is the length of the opening which water enters into the inlet, and "y" is the total depth of water or head on the inlet. Tables labeled "Inlet Sizing" are provided and show the sizes, as well as ground elevations for the inlets for both the 10 and 100 -year rainfall events. Storm Sewer Systems The program StormCad by Haestad Methods aided storm sewer system calculations. Within this program, basic geometry and characteristics of a storm sewer system can be defined. This would include data such as drainage basin calculations, type and configuration of several types of inlet boxes, and controlling factors of the conveyance system. From this program critical information can be determined about the storm sewer system. Tables entitles "Pipe Sizing" are provided and contain information on the storm sewer for both the 10 and 100 -year rainfall events. According to the Third Edition of the State Department of Highways and Public Transportation Bridge Division Hydraulic Manual, "if the plotted hydraulic grade line does not rise above the top of any manhole or above the gutter invert of any inlet, the pipe system is considered satisfactory. Wherever it does rise above any of these points, however, blow -outs through inlet slots and manhole covers will probably occur during a design storm." The designed stone sewer system for Horse Haven Estates meets these guidelines, and is therefore considered satisfactory. Drainage Improvements: As previously discussed, the majority of the site drains directly into Carter Creek. Because of this, a detention basin will not be necessary. The storm sewer will discharge at two locations directly into Carter Creek. Results: As previously mentioned, the designed storm sewer system is satisfactory for the project site. Calculation results and design parameters for the system are shown in the Pipe Sizing tables provided. Runoff calculations and results for the drainage areas are also provided. • / ` a ; I ` N / ` �" • ' s \ SI R. •, `\ `` OA j / a \ 11 // I// Nx\ kz • Ali 1%. Nr.,....,...,.., 1 10 1 0 io , ,,_ it ____ , j „,,,k vows -, . :iv,_fr.:*. ‘. '. ■ tr. ,,-- 4 * kis: ' — '' 1\ \ . ..A1110/411116. ' . ' I. 1 /70' ' - 2 : tik l : ' , ,--1' ,,,, .C•1 \ 111110' ' ''''...471b..":05* 'k.:. 7 :71 ' - 0 a1 i�. ,4 � . � ilk ,.... r ,. 1 7 .4.. % v. ./1 4 ,cso . .4v Ix work : ..771111r * r 1 , 1PP ri,,,, . , -- NWPW A xg '. 4 Ai pii ik ) 1 , 1A m. j_6111, '. : , s , „ ,,, x • -". ,r ■411111/10: -,'.\;...,,r4 , . • . ,..,,c/ A ' = O e 0 . * NX b O 3 x • \ ,'� \ W *744‘,,,". a a r \: !2 _ ; Z v O .. 7 . :., \ 1. F 1A) kk iii ii .. ) . . s s ' x NX ��' \ \ \\ \ .aJ N 1 \ . V \ Y, w' ,,-- x �. \, x 1 80 is * if.' � .. .. \ ' es \\ rX ll 1 ' \ N X w ty \ x ii A a ` ■ \ \ � x x � S x Post- Development Runoff Area 1 GENERAL INFORMATION Description: Post - Development Drainage Area 1 Land Area = 11.13 acres Impervious Area = 0.00 acres Total Drainage Area = 11.13 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.65 Total Time of Concentration = 10.00 min **NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 6.327 In /hr Coefficient (e) = 0.806 IQ2 = 46.150 cfs I Coefficient (b) = 65 Coefficient (d) = , 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 "hr Coefficient (e) = 0.785 IQ5 = 56.117 cfs I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (l = 8.635 /hr Coefficient (e) = 0.763 IC/10 = 62.987 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 9.861 "hr Coefficient (e) = 0.754 IQ25 = 71.937 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 11.148 ' /hr Coefficient (e) = 0.745 IQ50 = 81.320 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (lino) = 11.639 "' /hr Coefficient (e) = 0.73 IC/100 = 84.905 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 2 GENERAL INFORMATION Description: Post - Development Drainage Area 2 Land Area = 1.61 acres Impervious Area = • 0.34 acres Total Drainage Area = 1.95 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.69 Total Time of Concentration = 10.00 min **NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (12) = 6.327 ' /hr Coefficient (e) = 0.806 IC/2 = 8.622 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 lil /hr Coefficient (e) = 0.785 IQ5 = 10.483 cfs I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I, = 8.635 ill /hr Coefficient (e) = 0.763 law = 11.767 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 9.861 /hr Coefficient (e) = 0.754 IQ25 = 13.439 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I50 = 11.148 In lhr Coefficient (e) = 0.745 IQ5o = 15.192 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (Iwo) = 11.639 in /hr Coefficient (e) = 0.73 IQ100 = 15.861 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. • Post - Development Runoff Area 3 GENERAL INFORMATION Description: Post - Development Drainage Area 3 Land Area = 1.69 acres Impervious Area = 0.40 acres Total Drainage Area = 2.09 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.70 Total Time of Concentration = 10.00 min **NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 6.327 ' /hr Coefficient (e) = 0.806 IC/2 = 9.301 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 ° /hr Coefficient (e) = 0.785 IQs = 11.310 cfs l Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 8.635 " /hr Coefficient (e) = 0.763 IQ10 = 12.694 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 9.861 /hr Coefficient (e) = 0.754 IQ25 = 14.498 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 11.148 ' Coefficient (e) = 0.745 IQ50 = 16.389 cfs Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I,00) = 11.639 In /hr Coefficient (e) = 0.73 IQ100 = 17.111 cfs Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 4 GENERAL INFORMATION Description: Post - Development Drainage Area 4 Land Area = 0.89 acres Impervious Area = 0.37 acres Total Drainage Area = 1.26 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.72 Total Time of Concentration = 10.00 min * *NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 6.327 ' Coefficient (e) = 0.806 1Q2= 5.813 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 ihr Coefficient (e) = 0.785 IQs= 7.068 cfs I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (l = 8.635 " Coefficient (e) = 0.763 IQ10 = 7.934 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity (125) = 9.861 "l /hr Coefficient (e) = 0.754 IQ25 = 9.061 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 11.148 "'Ihr Coefficient (e) = 0.745 IQ50 = 10.243 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 11.639 "'/hr Coefficient (e) = 0.73 5Q100 = 10.695 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 5 GENERAL INFORMATION Description: Post - Development Drainage Area 5 Land Area = 1.81 acres Impervious Area = 0.35 acres Total Drainage Area = 2.16 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.69 Total Time of Concentration = 10.00 min * *NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (12) = 6.327 in lhr Coefficient (e) = 0.806 IC/2= 9.516 cfs Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 "' /hr Coefficient (e) _ 0.785 IQ5 = 11.571 cfs I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 8.635 " Vhr Coefficient (e) = 0.763 IQIo = 12.988 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity (125) = 9.861 "Nr Coefficient (e) _ 0.754 IQ25 = 14.833 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity (150) = 11.148 ' /hr Coefficient (e) = 0.745 IQso = 16.768 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 11.639 ' /hr Coefficient (e) = 0.73 IQ1oo = 17.507 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Manager: Lenwood Adams 11/17/2004 Project Mana Horse Haven Subdivision J g Job # 000751 -3775 Calculations: C.A. Post- Development Runoff Area 6 GENERAL INFORMATION Description: Post - Development Drainage Area 6 Land Area = 1.30 acres Impervious Area = 0.29 acres Total Drainage Area = 1.58 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.70 Total Time of Concentration = 10.00 min **NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 6.327 ' /hr Coefficient (e) = 0.806 IQ = 7.006 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 'Il /hr Coefficient (e) = 0.785 1 Q = 8.519 cfs I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (l = 8.635 °1 /hr Coefficient (e) = 0.763 IQ10 = 9.562 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity (125) = 9.861 "hr Coefficient (e) = 0.754 IQ25 = 10.921 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 11.148 In /hr Coefficient (e) = 0.745 IQ5o = 12.345 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 11.639 ill /hr Coefficient (e) = 0.73 IQ100 = 12.889 cfs I Coefficient (b) = 9 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 7 GENERAL INFORMATION Description: Post - Development Drainage Area 7 Land Area = 2.01 acres Impervious Area = 0.38 acres Total Drainage Area = 2.39 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.69 Total Time of Concentration = 10.00 min ' * *NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (12) = 6.327 in /hr Coefficient (e) = 0.806 IQ2 = 10.519 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 /hr Coefficient (e) = 0.785 1Q5= 12.791 cfs I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 8.635 'n /hr Coefficient (e) = 0.763 IQ,o = 14.357 cfs 1 Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity (125) = 9.861 "hr Coefficient (e) = 0.754 IQ25 = 16.397 cfs I Coefficient (b) = .89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity (150) = 11.148 In /hr Coefficient (e) = 0.745 I Q50 = 18.536 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I10o) = 11.639 ' Coefficient (e) = 0.73 IQ,00 = 19.353 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 8 GENERAL INFORMATION Description: Post - Development Drainage Area 8 Land Area = 1.42 acres Impervious Area = 0.40 acres Total Drainage Area = 1.82 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.71 Total Time of Concentration = 10.00 min "*NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 6.327 "' /hr Coefficient (e) = 0.806 10 = 8.189 cfs Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 /hr Coefficient (e) = 0.785 1°5= 9.958 cfs Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 8.635 /hr Coefficient (e) = 0.763 law = 11.177 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 9.861 u '/hr Coefficient (e) = 0.754 1025 = 12.765 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 11.148 "' /hr Coefficient (e) = 0.745 IOeo = 14.430 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity Ono) = 11.639 ' /hr Coefficient (e) = 0.73 'Qum = 15.066 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 9 GENERAL INFORMATION Description: Post - Development Drainage Area 9 Land Area = 0.88 acres Impervious Area = 0.24 acres Total Drainage Area = 1.12 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.70 Total Time of Concentration = 10.00 min **NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (12) = 6.327 In /hr Coefficient (e) = 0.806 IQ2 = 5.033 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 " Coefficient (e) = 0.785 IQ5 = 6.120 c fs�I Coefficient (b) = 76 Coefficient (d) = 8.5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I0 = 8.635 " Coefficient (e) = 0.763 I Qio = 6.869 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 9.861 " /hr Coefficient (e) = 0.754 IQ25 = 7.846 cfs Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity ( = 11.148 ' /hr Coefficient (e) = 0.745 IQ50 = 8.869 cfs Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (l = 11.639 In /hr Coefficient (e) = 0.73 IQ,00 = 9.260 cfs I Coefficient (b) = 96 Coefficient (d) = 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Post - Development Runoff Area 10 GENERAL INFORMATION Description: Post - Development Drainage Area 10 Land Area = 0.12 acres Impervious Area = 0.32 acres Total Drainage Area = 0.43 acres GIVEN Land Coefficient of Runoff = 0.65 Impervious Coefficient of Runoff = 0.90 Composite Coefficient of Runoff = 0.83 Total Time of Concentration = 10.00 min * *NOTE: Minimum T allowed = 10 min. RESULT 2 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 6.327 in /hr Coefficient (e) = 0.806 1Q2= 2.299 cfs I Coefficient (b) = 65 Coefficient (d) = 8 5 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 7.693 "hr Coefficient (e) = 0.785 IQ5 = 2.796 cfs I Coefficient (b) = 76 Coefficient (d) = 8,5 10 YEAR FREQUENCY CONSTANTS Rainfall Intensity (I = 8.635 /hr Coefficient (e) = 0.763 !Clio = 3.138 cfs I Coefficient (b) = 80 Coefficient (d) = 8.5 25 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 9.861 /hr Coefficient (e) = 0.754 IQ25 = 3.584 cfs I Coefficient (b) = 89 Coefficient (d) = 8.5 50 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = 11.148 ' /hr Coefficient (e) = 0.745 IQ50 = 4.052 cfs I Coefficient (b) = 98 Coefficient (d) = 8.5 100 YEAR FREQUENCY CONSTANTS Rainfall Intensity (1 = .11.639 ' /hr Coefficient (e) = 0.73 IQmoo = 4.230 cfs 1 Coefficient (b) = 96 Coefficient (d) = . 8 Horse Haven Subdivision Project Manager: Lenwood Adams 11/17/2004 Job # 000751 -3775 Calculations: C.A. Inlet Sizing 10 -Year Storm Event Inlet # Length Total Area Total Flowrate Ground Elevation (ft) (acres) (cfs) (ft) 11 12.0 2.09 12.694 262.38 12 8.0 1.26 7.934 262.25 13 5.0 0.285 2.245 257.76 14 12.0 2.16 1 12.988 258.50 15 9.0 1.58 9.562 266.21 16 7.0 1.12 6.869 266.50 17 5.0 0.61 2.245 254.51 18 14.0 2.39 14.357 255.00 19 7.0 1.22 7.451 266.21 f Horsehaven Estates Project Engineer: Lee Adams 11/17/2004 Job # 000751 -3775 Calculations: Mark Savarino 0 0 N x- J 0 2 E Ln <t <" <t i� N"- N LO (O N— o CO (a .-� O a0 N •� V CO C? N (O CO E- O (1) V 0 m N N O O a0 (() w U) In LO LO (n In LO LO LO 41 'S <Y uI N N N N N N N N N N N N O 0 J 0 O 0- E o a c o m N I n CO m L C ) o co vv LC CA o0 Ln Ln m N to O 0) b v N N N N co N N N N N N N 1 LL 0 t a) > c E 0 0 0 0 co -- ,-- o o o LO 0 0 CO CO CD CO CO ( 0 0 0 W 4= V ri O m 0 m N� N- (O d E o 0 Y In (n Ln LO �� Ur) V• d' V d• d' d' V (� L N N N N N N N N N N N N N CO 7 tn N 0 0 J L L 0 CD C' a C 10 N O O O O O O In O = W E r) m ^ N Ln t- In 0) m CD N c 0 O t�(om O a a r-: a O c o CZ E (n In 10 Ln (f) U) In 't 't , 1 - V U1 • N C m b N N N N N N N N N N N N (_)) U (n Q C L O 0 ry L •'= V V 0 CO <t O N LC) N - N v - CO CL R w CO LO N O CD O CO CO 0 .-- V' N O V ® R N CO N CO C O C O tO a0 r- CO N ti Ln 9r- 0 L a) i+ N M <f O CO '<Y N Cl V N V• E N N N N CO CO N 4 d' N d• N (0 0 I- o N CO m (D o O N 0 O al _ O 0 CO m O) g CD N O 00 0 O CO CO 0 0 0 ( C V O N O O 0 0 Lry W 0 0 0 0 0 0 O O O O O O O o 0 0 0 0 0 O 0 O 0 E co N O O O u) C$ N 10 O N CO M O N M 0 0 CU J Zs 'O 0 N (D CO r d' m 0 c0 1 CO (D CO . Cl O 0 ' ) O (D <Y O YL O O ( vr N` (D IC) r (0 r) (D 'C a0 ID co > r as C0 a) (n CO A m V a0 a0 O (fl O 0 LO CO r - w ) (0 Ln (h 0 ti r W t` N m r' 0 N N O . N - CD CO O O V V r- CO r- O N N > O IL. 0 O ,� O O N c- m m N LO (O m n ti N N � vc��cnInm , a�r° ) 2� co Inlet Sizing 100 -Year Storm Event Inlet # Length Total Area Total Flowrate Ground Elevation (ft) (acres) (cfs) (ft) 11 12.0 2.09 17.111 262.38 12 8.0 1.26 10.695 262.25 13 5.0 0.285 3.026 257.76 14 12.0 2.16 17.507 258.50 15 9.0 1.58 12.889 266.21 16 7.0 1.12 9.260 266.50 17 5.0 0.61 5.022 254.51 18 14.0 2.39 19.353 255.00 19 7.0 1.22 10.044 266.21 Horsehaven Estates Project Engineer: Lee Adams 11/17/2004 Job # 000751 -3775 Calculations: Mark Savarino 0 O N ti r- J 0 2 E d• O) O ti N N Lc) N N 0 CO N CO CO CO (D N N — L0 to O LO • N N 0) C9 (0 in 4 C) O) 6 + 10 (fl co Ln co Ln LO N E w N N N N N N N N N N N N N N O ❑ J = O t` C) N. CO N O .- O 00 0) R 4 N O) N- (O (C) U) C) N O N (0 co L() L() LO t() 11) In 11) LC) In 1( ) • N N N N N N N N N N N N rn > O O O O O O O O 10 O 00 (O (0 00 (0 CO 0 0 0 4! $ C) O O) d) d1 O 4 O 1.0 Ln t o LO V V V 'd' V• 'q' d' W N N N N N N N N N N N N I 7 _ - O (U Q J co O 0) 0) � J Y is C CD y L > > 0) (n a W co 000000, • O) C c 0) r N LO LO d7 CO 0) N O F d' N. 0 C) V' O V O CO Ns: 6 O �jJ co co In LO In Ln In `7 d' In CQ N L N N N N N N N N N N N N N N U fi) O a a) U Y • V •V O C) d' O N to t` N CO ®.. 4 CO t17 N O O) O CO CO CO ® N ( N (00 ( L() CO N (0 N n In O u a E N N O CO N CI' N N 'V' N N E N N N N CO CO N V• N '7 N (0 0 r CO N CO CO (0 0) 0 N 0 CO OJ 0 0) CO (f) O) O N 0 CO O) O V N CO CO 0 N CO 0 0 0 0 U (n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N r O r,_ c 0 CO M O J T a_+ LO N V LO (.0 N CO O O N • 6 V CO t` L(7 (O (D O 0 'It — y LO 00 0 Lf) O) (0 Y N- (0 (O O) (0 to > N ✓ r— ( <- N O O) O to 00 t' :i3 V' (O - CO w r V Ln N Ln W 0 C) O w o ^ N N'- V ( r 0 CO m 0 C N _ 0) N O LT. (0 O = 0.1 L O ( V C) C) N LC) in CO N.- r 4) N 'd' C) LC) A 00 c b O (o _ 4P-ffs"4'a DEVELOPMENT PERMIT PERMIT NO. 04 -66 CITY OF COLLEGE STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA planning 6-Development Services RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: SITE ADDRESS: Horse Haven Estates Phase 2 Horse Haven Lane DRAINAGE BASIN: Ai ( Wolf Pen Creek DATE OF ISSUE: FAai 25, 2005 VALID FOR 12 MONTHS OWNER: CONTRACTOR: Alton Ofczarzak 4816 Close Quarters College Station, TX 77845 TYPE OF DEVELOPMENT: Full Development Permit SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape /Streetscape Plan Requirements of the City's Unified Development Ordinance, prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and ' required to remain is strictly prohibited. The disposal of any waste material such as, but not limited to, paint, oil, solvents, asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited. This is a permit for public infrastructure and site plan for phase 2 only. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State and Federal requirements. The Owner and /or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and /or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and /or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and /or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. r Aar 1/,ws dministrator ' e resentative Date Owner /Agent/Contractor Date Horse Haven Estates Phase II Preliminary Engineering Estimate of Costs at 99% Design Dated February 8, 2005 Proposed Water Utility Service Item No. Item Quanitv Unit Unit Price Total 1 6" PVC Water Line with Cap(DR14 Class 200, AWWA C909) 232 LF $18.00 $4,176.00 2 8 "x6" MJ Tee and Gate Valve (cut into existing 8" water line) 1 EA $1,000.00 $1,000.00 3 18" Steel Casing and Street Bore 46 LF $40.00 $1,840.00 4 1.5" Long Side Double Service with Street Bore 4 EA $1,400.00 $5,600.00 5 1" Short Side Double Service 1 EA $550.00 $550.00 6 1' Short Side Single Service 2 EA $400.00 $800.00 7 Tie and Cap Existing Line 1 EA $450.00 $450.00 8 2" Blow Off Valve 1 EA $600.00 $600.00 9 Fire Hydrant 1 EA $2,400.00 $2,400.00 10 Trench Safety 456 LF $1.00 $456.00 Total $17,872.00 Proposed Sanitary Sewer Utility Service Item No. Item Quanity Unit Unit Price Total 1 Standard Sanitary Sewer Manholes 7 EA $2,500.00 $17,500.00 2 Sanitary Sewer Cleanout 1 EA $800.00 $800.00 3 Short Side Double Service 4 EA $600.00 $2,400.00 4 Long Side Sanitary Single Service 1 EA $1,250.00 $1,250.00 5 6" Sanitary Sewer Line (SDR 26 Class 160 ASTM D3034) 1135 LF $30.00 $34,050.00 6 8" Sanitary Sewer Line (SDR 26 Class 160 ASTM D3034) 621 LF $32.00 $19,872.00 7 8" Sanitary Sewer Line Tie To City SS Junction Box 1 EA $800.00 $800.00 8 18" Steel Casing and Street Bore 46 LF $40.00 $1,840.00 9 Trench Safety 1756 LF $1.00 $1,756.00 Total $80,268.00 Proposed Grading, Drainage, and Pavement Item No. Item Quanity Unit Unit Price Total 1 Plug Culvert, Lot Structural Fill, and Grading 1 LS $18,000.00 $18,000.00 2 Erosion Control 1 LS $2,000.00 $2,000.00 3 Curb Inlet 2 EA $2,800.00 $5,600.00 4 18" RCP 25 LF $24.00 $600.00 5 6' Sidewalk Demolition 69 LF $12.00 $828.00 6 6' Sidewalk Demolition /Restoration 83 LF $24.00 $1,992.00 7 Trench Safety 25 LF $1.00 $25.00 8 8" Limestone Base 411 SY $8.50 $3,493.50 9 6" Lime Treated Subgrade 500 SY $3.50 $1,750.00 10 2" HMAC 44.5 TONS $55.00 $2,447.50 11 Demolition of 6' Sidewalk and Curb 1 LS $600.00 $600.00 Total $37,336.00 Appomatax Drive (Based on current bid) Item No. Item Quanity Unit Unit Price Total 1 8" Limestone Base 207 SY $8.50 $1,759.50 2 6" Lime Treated Subgrade 252 SY $3.50 $882.00 3 2" HMAC 22.4 TONS $55.00 $1,232.00 4 Demolition of 6' Sidewalk and Curb 1 LS $600.00 $600.00 5 Curb and Gutter 172 LF $7.50 $1,290.00 6 6'61 Sides 172 LF $24.00 $4,128.00 t- 7^ V p � 0 ooa oc ,, � ' - "Z Total $9,891.50 °�,. � � y e a ,� � � AV uesef gi.,e. ,......„ � ..P� ,� Total Construction Cost Phase II: $145,367.50 p LE1AO D S. 1,D`hij t` A ' ", 6,357 y-o 4 1 G_M - Notice of Intent (NOI) for Storm Water Discharges TCEQ Office Use Only Associated with Construction Activity under the TPDES Permit Number: TXR15 _•`- NO TPDES Construction General : Permit (TXR150000) GIN Number: CEO T For help completing this application, read the TXR150000 NOI Instructions (TCEQ-20022-Instructions). ° 0 C ustomer Reference Number: CN • A. Construction Site Operator t.� New No Change Name: Oa kw (: 4. }4x/4'• f/arrsm /0 Lat./0.1W' // C Mailing Address: 406, (3 // Loy 6 Se .4 4 1-, City: Co / /e9 r. 5tu ,ti14-6tate:T Y Zip Code:.ZZ S Country Mailing Information Srf outside USA) Territory: Country y C ode: Postal Code: Q _ � T o ¢ Phone Number: q 79/6T0 " ISO 4 , Extension: —} Fax Nuhiber E - mail Address: 1,V U Li.) • ac+ h b. C n J / ALIor 0 , ci, M Type of Operator: 0 Individual 0 Sole Proprietorship - D.B.A. 0 Partnership 12Corporation 0 Federal Government 0 State Government 0 County Government 0 City Government 0 Other: Independent Operator? 0 Yes 0 No Number of Employees: 0 0 -20 E2' 21 -100 D 101 - 250 0 251 -500 0 501 or higher Federal Tax ID: 04 -- 3 (Q 3SZE4State Franchise Tax ID Number: c>c /S3g /7 -lQ DUNS Number: B. Billing Address / Name: O o.l'<W000 Cug4- s>..t/I /C: e Jtti / 1' &' 5 ✓ .L. G • Mailing Address: 40 6/0 /ivy (o 51"4 1-'{-I -' City: 04:,1- ° 5404"4014 State: T1( Zip Code: 7Tr2e 4 $ Country Mailing Information (if outside USA) Territory: Country Code: Postal Code: C. Protect f Site Information fiiNew DNo Change Regulated Entity Reference Number: RN Name: /n ✓'ve:44.t,cb PAa.504► _27 $1.46d; u,'.5 Joy" Mailing Address: 0 r. - _ _ . • City: Co // . tate:_IL Zip Code: `77 Physical Address: City: ounty: - Zip Code: Location Access Description: 6$ c+. 's A-d'em�° t Roe Ii-A41 & ' . S. 1- n J uJf J / Latitude: 3O ° N Longitude:__ __' W' Degrees ( °), Minutes ('), and Seconds C ) Latitude: 3 4 • co Z6 S" Longitude: - q / Z9. 9a Decimal Form Standard Industrial Classification (SIC) code: • Also, describe the construction activity at this site (do not repeat the SIC code): Re.s►o/•.} -h'4 / S ,..... iNotee in 5 ;0 h u.,4 j r,./. e`er S -it' G'IVe. i r1 07.0 S #rr.. o 1I. rag 3 Has a storm water pollution prevention plan been prepared as specified in the general permit (TXR150000)? A Yes 0 No Estimated area of land disturbed (to the nearest acre): / 4. Is the project 1 site located on Indian Country Lands? El Yes 1gNo Does this project / site discharge storm water into a municipal separate storm sewer system (MS4)? El Yes 5Et No If yes, provide the name of the MS4 operator:_ Provide the name or segment number of the water body that receives storm water from this project / site: W6/4 f r rr t ,„.... " D. Contact - If the TCEQ needs additional information regarding this application, who should be contacted? Name: • ... ,4 _ .. P. Title: P r,` r1 c- / '7 a Phone Number: q �9 - 6q 5 Extension: Fax Number: 9 77 � 6 3 42-43 E -mail Address: /41 Orr C. TX n Yahoo • C orrt — E. Payment Information - Check/Money Order Number: Name on Check / Money Order: F. Certification 1 certify under penalty of law that this document was prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Construction Site Operator: Prefix: Al v • First: h' /40 el Middle: Last: Q -PG ....:,12.1e k Suffix: Title: fro .-1 c-r4i. / /tl 6 6 `7 . , �- Signature: (Litt?, t' C/ C If you have questions on how r o u t is form or about the storm water program, please contact us at (512) 239 -4671. Individuals are entitled to request and review their personal information that the agency gathers on its forms. They may also have any errors in their information corrected. To review such information, contact us at (512) 239 -3282. The completed NOI must be mailed to the following address. Use the attached document to submit the $100 application fee. Please note that the NOI and application fee are submitted separately to different addresses. Texas Commission on Environmental Quality Storm Water & General Permits Team; MC - 228 P.O. Box 13087 Austin, Texas 78711 -3087 Page 1 of 2 TCEQ -20022 (05 /03) • SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific waterway alterations: # a'Ee° cas te Phi 2 ACKNOWLEDGMENTS: I, Zenwo D, / . .0 Art s f ) p. , design engineer /owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these ments and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) a..a at e; or Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B. I, , certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, , certify that the alterations or development covered by this permit shall not diminish the flood- carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes. Engineer Date D. I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. AU of the applicable codes and ordinances of the City of College Station shall apply. ,-------' , . . . . , 2551 Texas Ave. South, Sc A, College Station. Tx 77840 Oft:: 979.693.5359 Fax: 979.693.4243, Email: indgcs(D.Indgcs.coin Web: \vm,w.rnd2cs.com Af\tvti .) :i"' `•' , LETTER OF TRANSIVIITTAL . , To ______0=c2 ,5 A_____610./ -Fr) vt . • . , Ro I-. _____, //,f m , ( 5 . I . . DATE: _ , . , . . NIDG JOB NUMBER:: hioy,5 /4 _f/L..---;-e- 1 A.ITACI LED PLEASE FIND: • . II 1 .• l' , . . NO. OF COPIES , DESCRIPTION C.- — J ? / , . . . . . . . , .. , . . THESE ITENIS ARE "IMNSNIITTED AS CHECKED BELOW: PPROVAL 1 _ {_i FOR i..EVIEW 0 FOR YOUR USE . 1 I 1 - 1 AS ILEQUESTED , 1 • . . ri OTHER: - . • ... , • ■ . . . . .. . . i . . • • CONI.MENTS: 1, - . . . . . . , . , . . ' 1 . • • ' . . • , ' , ' • , SIGED. . • . .. . . '.. . !:• ' ,' ', - 1 • DEVELOPMENT PERMIT (irff "S"I'l PERMIT NO. 04 -66 CITY OF COLLEGE STATION Project Description Planning 6- Development Services FOR AREAS outside THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: SITE ADDRESS: Horse Haven Estates Subdivision and /or Horse Haven Lane Morgan Rector League Abstract No. 46 DRAINAGE BASIN: 29.51 acres Wolf Pen Creek DATE OF ISSUE: February 24, 2005 VALID FOR 12 MONTHS OWNER: CONTRACTOR: Alton Ofczarzak 4816 Close Quarters College Station, TX 77845 TYPE OF DEVELOPMENT: Clearing and Grading Only SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans This is a permit for general grading but does not give any approval of specific drainage improvements. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State and Federal requirements. The Owner and /or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and /or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and /or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and /or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. ' a .- — A.6,L4 -z /Z (fAs inistrat• Represen :tive Daley erg 4111. owner /Age i' o t : tor Date p: \group\htltr \pzltr \prod \pz2004 \p0010774. doc SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Applica ion is hereby made for the T Ilowin g development specific waterway alterations: ACKNOWLEDGMENTS: 1, ^ & / 0 , design engineer /owner, hereby acknowledge or affirm that: The information and conclusions co tained in the above plans and supporting documents comply with the current requirements of the City of Colleg: Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a ••ndition of a•proval of is permit application, I agree to construct the improvements proposed in this application ac• •r•ing to the- - d ume s and the requirements of Chapter 13 of the College Station City Code. iiroperty Own!" , / Contractor CERTIFICATION . or proposed alterations within designated flood hazard areas.) A. I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B. 1, , certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, , certify that the alterations or development covered by this permit shall not diminish the flood - carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes. Engineer Date D. 1, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. Josh Norton - Comments Regarding Construction Documents for Horse Haven Phase 3 Page 1 From: Josh Norton To: mdgcstx @yahoo.com Date: 2/18/2005 4:56:16 PM Subject: Comments Regarding Construction Documents for Horse Haven Phase 3 Lee, Below are the comments regarding the construction documents for Horse Haven Phase 3. I have also included comments regarding Horse Haven Phase 2, you may wish to update the plans with these changes. Let me know if you will be resubmitting construction documents for Phase 2, otherwise I may be able to note these changes as special conditions on the stamped set. Thanks - Josh Norton Horse Haven Phase III — Construction Document Comments ,.1 (Throughout Plans) Water line valves are required every 800ft, as well as 2 valves per (tee) intersection and 3 valves per (cross) intersection. ` 7 , (Throughout Plans) Differentiate line types, it is difficult to tell which line represents water grade, seer grade, storm grade, existing grade, proposed street grade, etc. �3 (C6) What is the difference between Existing Ground and Existing Grade (C6, C8, C10) Water line cover must be 4ft or greater. (C7) Junction Box 2 T /RIM should be raised to proposed street grade (C8) Do not locate service connection under pavement at Sta. 3 +50.00. (C8) Missing water service line in profile at Sta. 4 +25.00. c8. f (C10) Missing water service line extension from main line in plan view at Sta. 11 +75.00. (C10) Missing two sewer service line labels in profile. X1�0�!-- (C10) Missing two water service line labels in profile. s1"1 (C1 2" Blow Off is required where water line is terminated at Sta. 13 +50.00. m i (G-14rOpen channel flow requires at least 0.4% grade. _' 1 .5,,i ; t ; ,, f 13. (C14) More information is needed regarding the changes made to he offsite drainage. Provide drainage calculations of this area. Provide the contours of the creek in plan and profile. This creek area _ will- mos1kely require erosion control. Provide contours of the grading and conflicts with pond. This pond is the detention for the Academy and any modification to the pond will require a detention analysis. Horse Haven Phase 11 — Construction Document Comments .,t.1• _ .rt (Throughout Plans) Water Service Lines are labeled as sewer in profile view throughout plans. ..2 (Throughout Plans) Sanitary Sewer service lines are required to be 4" lines. tar" Plans) Double Water Service Lines are required to be 1.5" and Single Service Water Lines are required to be 1 ". (Throughout) Label all water and sewer service lines on plan and profile view throughout plans. (Throughout Plans) Water line valves are required every 800ft, as well as 2 valves per (tee) intersection and 3 valves per (cross) intersection (ex. (C6) Sta. 17 +00.00). (Throughout Plans) Show detail of all sanitary sewer and water line conflicts and design to TCEQ Cha_ r pte 290 and 317 standar 6- St�1- 5HI0, _(_C_6)_Sta.,7 ±00.00,- (C6) -Sta. 20+00:60,- and_(C8) Sta. Stt � + 5 .00) V 7 (Make this change consistent throughout plans) Shift water service connection on the main line at Sta. 14 +58.30 as not to be under pavement upon construction of Horseback Drive, possibly to Lot 3, Block 3, Phase 3. f .' (C12) Sewer line is labeled as 10% and should be 1 %. I t 1 ' SUBMIT APPLICATION AND THIS LIST CHECKED OFF WITH 13 FOLDED COPIES OF PLAT FOR REVIEW COLLEGE STATION FINAL PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ,�/ (Requirements based on field survey and marked by monuments and markers.) IUI 1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger. 2. Vicinity map which includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits. No scale required but include north arrow. r_Y 3. Title Block with the following information: ❑ Name and address of subdivider, recorded owner, planner, engineer and surveyor. ❑ Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name.) ❑ Date of preparation. ❑ Engineer's scale in feet. ❑ Total area intended to be developed. 4. North Arrow. EK 5. Subdivision boundary indicated by heavy lines. ❑A*6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch 'or larger. EK 7. All applicable certifications based on the type of final plat. I I Ownership and Dedication ❑ Surveyor and /or Engineer ❑ City Engineer (and City Planner, if a minor plat) ❑ Planning and Zoning Commission (delete if minor plat) ❑ Brazos County Clerk ❑ Brazos County Commissioners Court Approval (ETJ Plats only) 8. Paid tax certificates. • 0/49. If submitting a replat where there are existing improvements, submit a survey of the subject property showing the improvements to ensure that no encroachments will be created. ❑W10. If using private septic systems, add a general note on the plat that no private sewage facility may be installed on any lot in this subdivision without the issuance of a license by the Brazos County Health Unit under the provisions of the private facility regulations adopted by the Commissioner's Court of Brazos County, pursuant to the provisions of Section 21.004 of the Texas Water Code. ❑ N01. Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent available data. 12. Lot corner markers and survey monuments b symbol) (y and clearly tied to basic survey data. 13. Matches the approved preliminary plat and /or master development P lan. SITE PLAN CHECKLIST Final Plat 4/17/2003 4 of 6 14. The location and description with accurate dimensions, bearings or deflection angles and radii, • area, center angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as well as, those within the subdivision). Existing Proposed Streets. Continuous or end in a cul -de -sac, stubbed out streets must end into a temp / turn around unless they are shorter than 100 feet. ❑ ,[ 1' Public and private R.O.W. locations and widths. (All existing and proposed R.O.W.'s sufficient to meet Thoroughfare Plan.) ❑ W Street offsets and /or intersection angles meet ordinance. [11 q Alleys. ❑ [� Easements. ❑ A number or letter to identify each lot or site and each block. ❑ Ly' Greenbelt area /park linkages /parkland dedication ( All proposed dedications must be reviewed by the Parks and Recreation Board prior to P & Z Commission consideration.) IV 15. Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed by a Licensed Texas Professional Engineer that include the following: ❑ Street, alley and sidewalk plans, profiles and sections. One sheet must show the overall street, alley and /or sidewalk layout of the subdivision. (may be combined with other utilities). ❑ Sanitary sewer plan and profile showing depth and grades. One sheet must show the overall sewer layout of the subdivision. (Utilities of sufficient size /depth to meet the utility master plan and any future growth areas.) n Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing depth and grades. One sheet must show the overall water layout of the subdivision. (Utilities of sufficient size /depth to meet the utility master plan and any future growth areas.) ❑ Storm drainage system plan with contours, street profile, inlets, storm sewer and drainage channels, with profiles and sections. Drainage and runoff areas, and runoff based on 5, 10, 25, 50 and 100 year rain intensity. Detailed drainage structure design, channel lining design & detention if used. One sheet must show the overall drainage layout of the subdivision. ❑ Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. ❑ Drainage Report. ❑ Erosion Control Plan (must be included in construction plans). 16. All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume and page listed to indicate where the separate instrument easements were filed. Separate instrument easements must be filed prior or concurrently with Final Plat. EV 17. Are there impact fees associated with this development? El Yes Yes Eg' Impact fees for R -1, R -2, & R -3 zoned final plats, must be paid prior to filing. [ 18. Will any construction occur in TexDOT rights -of -way? ❑ Yes [i.Ali If yes, TexDOT permit must be submitted along with the construction documents. NOTE: 1. We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plat at the Courthouse. 2. If the construction area is greater than 5 acres, EPA Notice of Intent (NOI) must be submitted prior to issuance of a development permit. SITE PLAN CHECKLIST 5of6 Final Plat 4/17/2003 Is there a temporary blanket easement on this property? If so, please provide the Volume U(4" and Page # Acreage - Total Property a. QG /G 1 Total # Of Lots ��O R -O -W Acreage d Existing Use: n ri Gel ituv t( Proposed Use: g° S IZtet.44(,..,,,( Number Of Lots By Zoning District 10 / �'�' / / Average Acreage Of Each Residential Lot By Zoning District: �. 2ct Floodplain Acreage ND kNr. A statement addressing any differences between the Final Plat and approved Master Plan and /or Preliminary Plat (if applicable): Requested Variances To Subdivision Regulations & Reason For Same: 1 )e> IJ E- Requested Oversize Participation: )) d U E" Phdff ` i Z Total Linear Footage of Parkland Dedication due prior to filing the Final Plat: Proposed Public: ACREAGE: (70 Streets (7 fl Sidewalks # of acres to be dedicated + $ development fee 1TZ6r Sanitary Sewer Lines # of acres in floodplain L3 3 Water Lines # of acres in detention Of A Channels # of acres in greenways 4 Storm Sewers OR Bike Lanes / Paths FEE IN LIEU OF LAND: � ? # of Single- Family Dwelling Units X $556 = $ �S ~ � d• 6 d date Approved ) pproved by Parks & Recreation Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. 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