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HomeMy WebLinkAboutFoldero \-ctJJ COOSCJ U'P-~~M~ q.vr"" Jl< ITIONAL us~ PERMIT APPLICATION (CHURCH) Minimum Requirements $150.00 AA13lication fee. Ten ~ M'"pies of site plan which includes requirements for site plan proposals as listed on attached sheet. This site plan will be reviewed by Staff, after which ten ( l 0) copies of revised site plan will be required. Detailed explanation of proposed use including hours of operation, anticipated traffic, number of employees, number of students, children, ages of children, church members, etc., as applicable. If sign is planned for project, site plan should include sign elevation and details. If sign details are not included on plans submitted with this application, any future sign may have to be considered as a separate conditional use permit and all of the above requirements must be repeated. a Use Only a Site Plan Only Xf Site Plan and Use NAMEOFP~OJECT ~'i.N'tLI ~ ~DV(Z}.?IlS-1 ADDRESS J?~o ~ R.uook ~*i LEGAL DESCfupTION \_o7 l l ~blt-k-c~n+o l-L.O w C(C I APPLICANT (Prinlary Contact for the Project): Name b~Vl r2 CLJ\.LL.t Q<Of& Street Address l Seti LLt"=t;2( Cc, \JC City C, ), State T'Jl Zip Code ( /~U.o E-Mail Address ~r"' 0/0~@ ~.TA-M\J. ~C Phone Number '2.'='a ~1 2ASl'2t;gFax Number _Zloo ___ ~_--'4'--'-t_.._1_._ ________ _ PROPER1YOWNER'S INFORMATION: , , Name -re:xe,.~ Gon p.~ ra ENC~ · As$d; / A<lc-. a: ~rjy-.. D~ bov-~n ~ StreetAddress l 11 ~r "1 We~T City At..VA:fZAOo State T.>( Zip Code l ~<f E-Mail Address ---------- Phone Number 'Bt( 110 2255 FaxNumber ______________ _ ARCHITE OR ENGINEER'S INF RMA TION: Name lC~L-£ST~ n- Street Address ~7 Ztb...S'llY'Pfi,tC Sv~ ~ g, CityG;'_l_(~--"-1.....:::-->--..: ___ _ State l J( Zip Code l I f;;+o E-Mail Address fAcc. @. ~ ~ • )r)C. t Phone Number CcYf 3 l l '=>o Fax Number -~-..... 3=--(._o"""-7_.._.S'------------- OTIIER CONT ACTS (Please specify type of contact. i.e. project manager, potential buyer, local contact. etc.) Name --------------------------------- Street Address ----------------City _____ _..... ______ _ State Zip Code _____ E-Mail Address ---------'----- Phone Number __________ Fax Number ________________ _ CUP·CIRJRCH CUPACIRJR 04114199 1 of2 I PRESI;NT USE OF PROPERlY __ \Ji ....... ~__;;;;;..;....;;;;._.._ ___ --:-----:---:----------- PRQPOSED US.E OF PROPERlY Q;h:> rz..c: 1-\ / ~~ C... , I CURRENT ZONING dF PROPERlY ~{?-_-_3_:/_~~~~'----::-=-::::=------------ Total Acreage !? Building Sq. Ft. ~ 1 I ~ Floodplain Acreage _ .... _a_ .. _,..--.. ___ _ V ARIANCE(S) REQUESTED AND REASON(S) ___;;.NO--=_._N..=...;;;;~'---------------- NUMBER OF PARKING SPACES REQUIRED I. "2-J NUMBER OF PARKING SPACES PROVIDED ( 7...5 APPLICATION WILL NOT BE CONSIDERED COMPLETE WITHOUT THE FOLLOWING INFORMA TI Or ADDRESSED: 1. Approximate the distance to the nearest night clubs, restaurants, and retail commercial establishments. c.___._f ' -.J~ W.w. 2. Discuss the possible necessity for screening (fence or vegetation) between the subject site and adjoining residential properties. 3. List all incidental uses along with hours of operation (including but not limited to school, day care, sports activities, etc.) ~ 4-"tT&neD ~<. ·. fJZ.evtoUS ~pp( tC~\< o-r. 7'b qt -7 1 2 R-ppr~.)rc_o CUP-CHURCH CUPACHUR 04/14199 ormation containoo ~~s~~Ii~Jon i~e ~d7o~7 ' 2of2 THIS FORM REPLACES PREVIOUS FORM 3510-6 (8-Q8) Sec Reverse for Instructions Form Approved . OMO No. £0.;t).Q ICC- NP DES FORM &EPA United Sl<Jles Environmental Protection Agency Washington, DC 20460 Notice of Intent (NOi) for Storm Water Discharges Associated w ith CONSTRUCTION ACTIVITY Under a NPDES General Permit Submission or this Notice or lnlent constitutes no tice that the party identified in Section I or this form intends to be authorized by a NPDES pe11nit i~:,uctJ for storm water discharges associated with construction activity in the Sl<Jle/lndian Country Land identified in SecLion II of this form. Submission or tlii~ r :oticc or Intent also constitutes no~ce that the party identified in Section I or this form meets the eligibility requirements in Part l.B. or the general permit (mclut.!ino those related to protection or endangered species determined through the procedures in Addendum A or the goneral permit). understands that mnlinuctJ auU1orization lo discharge is contingent on mainlainino permit eligibili ty, and that implemenl<Jtion or the Storm Water Pollution Prevention Plan rcq11ir crl u:iJc·r Part IV of the general permit will begin at the time the permitlee commences work on the construction project identified in Secion II below. IN or mu' ·10 OOTAIN AUTHORIZATION, ALL INFORMATION REQUESTED MUST BE INCLUDED ON THIS FORM. SEE INSTRUCTIONS ON GACK OF FOIU.1. l. Owner/Operator (Applicant) Information TE? Y,.P..S Co()V FE:tz.A.1'.)C e, P,.Ss;oc t t. I l Dy-_ tr:)F- Name: IC,1e1V1f1t.?1T1H1 1D1A1't I 1A1D1v1 ~1NJJ 1 l<ITI I I Phone: i!P1( 17171410 l.?:l.2'..1S_~J Address: 11 1 I 11 11 I 11-\-1Wi J'1 City: State: ffi21 It. ProjecUSitc Information I I I Sl<Jlus of Owner/Operator: l __ _j_J Is the facility located on l11tJ1an Country Lands? Project Name: 4Z1~1V181NT11:-\1 D1A1"(1 iALDVG1N1T1I15.JJ1 11 Yes Ot~ Project Address/location: l l 1?.1'f210 I I bl A 11'2iL I 1'2..iV!D1f) I E'1~ 1F 11?JE1 E1lJ-ilAi '-(1 1(rs11-.\1 1e::.i)1 City: C101L 1 L1£1G1 ~1 6 1TiA-1-Y1 \101N1 I I I State:~ Zi;iCode: !l1l1B14-io1-1 LL_LJ La titude: gf? !3iBtQ4d Longilude:f! Ld I { l~Zrbl County: l'Ei2-fri?10P I I I I I I L.L.LJ Has the Storm Wa ler Pollution Prevention Plan (SWPPP) been prepared? Ye'S"E] NoO Optional: Address of loca tion of SWPPP for viewing 0 Address in Section I above 0 Address in Section II above ~ Other address (if kno'.'ln) Llclo.,.,.: SWPPP Addre~: I\ 1~,0101 1 k 1Y1N1.X..1 COf\/181 I 1 City: i?JgL-1L£p1f 1 6171ii1T1 ( 10N1 t/Jmc of Hco::1 :1n; \\'Jicr ? I~ 1f2-1T 1E 11?.f?1 C.1l2 1E 1-£1f<:i Li I I !_J 1.r0ntl1 OJ/ YcJ: Mon/h Da; Yc.:ir Esumated Ccnsiiucl1on Start Date Estimated Completion Dale Esl1mJle or area lo be disturbed (to nearest acre): Esumate or Li>,elihcod or Discharge (choose only one): 3. 0 Once per week 5. 0 Continual 2. 0 Once per month 4. 0 Once per day Ill. Certification I I Phone: 19 171:11 4610 1 ~~h'-h']J Slale: lirsJ Zr;i Code: 1117B 1<Ao1 -1 .! . :_J 8Jsed on in:;truction pro'l1 dcd in Addendum A of tile pc:;": .. -.: there any listed endan~cred or tllreJlened species. or t.it':.:.::i .~ c.! critical hJbil<Jt in the prcject area? Yes 0 No JXl I have satisfied permit eligibility with regard lo protection c: endangered species through the indicated section or Part I tl J ': (2) of the permit (check one or more boxes): (a)®_ (blD (c)D (d)D t certify under penalty or law that U1is document and all atlachments were prepared under my direction or supervision in accordance with a sys!em designed to assure that qualified personnel properly gather and evaluate the information submitled. Based on my inquiry of the person or persons v.ho . . . . . . r t• b 'lt d . t th " best or my knowlct.!:70 ;ind manage this s)·stem, or lhose persons d1reclly responsible for gathenng lhe information. the 1n orma ion su m1 e is, o -. . . · _ belief, true, accurale, and complete. I am aware that there are significanl penalties for submitting false information, including the possibilily 01 rn" .ind imprisonment for knowing violations. Date: !71 I \ tbLQ.1 \ Sign;:i ture: EPA Form 3510-9 replaced 3510-6 (8-98) DEVELOPMENT PERMIT PERMIT NO. 01-059 SEVENTH-DAY ADVENTIST ~-'1 COLLEGl STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: CAT HOLLOW #3 BOLOCK 4, LOT 1 DATE OF ISSUE: 2/26/2002 OWNER: ASSOCIATION OF SEVENTH-DAY ADVENTIST PO BOX 800 ALVARADO, TX 76009 SITE ADDRESS: 1350 EARL RUDDER FRWY S DRAINAGE BASIN: CARTER'S GROVE VALID FOR 6 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Clearing and Grading Only, Includes storm water line construction SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans 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. Date I I O'ate 7 Page 1 of 1 15-Mar-02 SEVENTH DAY ADVENTIST CHURCH STORM DRAIN LINE INSTALLATION 1350 EARL RUDDER FREEWAY "3/4/2002 BID SHEET (DUE MARCH 12, 2002, @ 2:00 PM) FAX TO : DAVID CLARIDGE, 1500 LYNX COURT, COLLEGE STATION, TX 77840, PH: 845-1280 FX: 260-3447 ITEM DESCRIPTION UNITS QTY. UNIT PRICE I CLEARING OF EASEMENT L.S. I 2 CONNECT TO EXISTING INLET L.S. I 3 18" RCP C76 CUii L.F. 450 4 18" PLUG EA. I 5 JUNCTION BOX EA. 3 6 SODDING S.Y. 267 15' WIDE STRIP 7 RE-VEGATATION -HYDROMULCH S.Y. 463 15' WIDE STRIP 8 REPAIR DETENTION BASIN AT JUNCTION LS. I BOX FILL MATERIAL AND COMPACTION 9 EROSION 8. SEDIM. CONTROL LS. I 10 TRENCH SAFETY L.F. 450 II 1.5% PERFORMANCE AND PAYMENT BOND L.S. I EXTENSION TOTAL ESTIMATED CONSTRUCTION COST =L-1-------' BIDDER: COMPANY PRINTED NAME AND TITLE SIGNATURE: SEVENTH DAY ADVENTIST CHURCH STORM DRAIN LINE INSTALLATION 1350 EARL RUDDER FREEWAY "3/4/2002 ENGINEERS QUANTITY AND COST ESTIMATE DELIVER TO : DAVID CLARIDGE, 1500 LYNX COURT, COLLEGE STATION, TX 77840, PH: 845-1280 FX : 260-3447 ITEM DESCRIPTION UNITS QTY. UNIT PRICE EXTENSION I CLEARING OF EASEMENT L.S. I $250.0 $250.0 2 CONNECT TO EXISTING INLET L.S. I $250.0 $250.0 3 18" RCP C76 CLlll L.F. 450 $25.0 $11,250.0 4 18" PLUG EA. I $100.0 $100.0 5 JUNCTION BOX EA. 3 $1,500.0 $4,500.0 6 SODDING S.Y. 267 $3.0 $801.0 15' WIDE STRIP 7 RE-VEGATATION -HYDROMULCH S.Y. 463 $0.5 $231.5 15' WIDE STRIP 8 REPAIR DETENTION BASIN AT JUNCTION L.S. I $500.0 $500.0 BOX FILL MATERIAL AND COMPACTION 9 EROSION & SEDIM. CONTROL LS. I $250.00 $250 10 TRENCH SAFETY L.F. 450 $1 .00 $450 II 1.5% PERFORMANCE AND PAYMENT BOND L.S. I $278.74 $279 TOTAL ESTIMATED CONSTRUCTION COST = $18,861 From: To: Date: Subject: hec <hec@gkg.net> Spencer Thompson <Sthompson@ci.college-station.tx.us> 3/8/02 9:36AM Re: Seventh Day Adventist Church Storm Sewer design ENGINEERING COMPANY ·ENGINEERING SERVICES DRIVE, SUITE 253-B STATION, TX 77840 fx: 979.693.1075 CONFIDENTIALITY NOTICE: HESTER CIVIL 7607 EASTMARK COLLEGE ph: 979.693.1100 INTERNET This transmission is intended only for the use of its indicated recipients and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this transmission is not an intended recipient, you are hereby notified that any dissemination, distribution or copying of the transmission is strictly prohibited. If you have received this transmission in error, please immediately notify us by telephone (collect call if long distance) and/or by e-mail, delete the transmission from your system and destroy any printed copies which you may have made of the transmission. Spencer, True, the line is surcharged, however the water surface in the line should not exceed the HGL elevations nor come out the top of the junction boxes. Due to the constructed slopes the 18" line can carry a larger flow than the Q 100 but it is restricted by the outflow structure in the detention basin. Storm events larger than the 100 year event will discharge over the overflow at the east side of the basin and flow along a swale to the Earl Rudder Freeway frontage road open ditch. I hope this answered your questions if I can be of further assitance please contact me. Mike Hester Spencer Thompson wrote: >Plans look OK. I have a couple questions. According to your HGL (Q100) you are surcharged, correct? But, the surcharge does not exceed the manhole elevation , correct? So any surcharge or "back-up" of stormwater would only impact the upstream inlet or, in this case the Church detention pond?, correct? > I am asking you for your response to this e-mail because persons in the area may have question about the storm sewer and design. Thanks for providing an explanation. >A gentleman with the church came by to pickup the DP. I explained that I could not release it without having reviewed the newest design plans. He paid the $300.00 fee while he was here. > Let me know your answers to the above questions, submit your plans as blue line sheets, I'll stamp them and provide the permit. Please remember I'll need extra copies for Public Works Department and inspectors. f' . STAFF REVIEW COMMENTS NO. 1 Project: Seventh Day Adventist Church-CUP Site Plan (01 -180) PLANNING 1. The property owner described on the site plan is different than the owner on the application. Please make the appropriate correction. 2. The last miscellaneous note on the site plan refers to a phased development. If the church is planning on completing one phase and occupying the facility before moving on to the next, phase lines need to be shown on the site plan. 3. Please call out the distances to the adjacent driveways and/or streets. 4. Please call out the size of the water line running along the property's frontage. 5. One of the arrows designating the 10 ft. PUE on the southern property line is using the 7.5 ft. side setback line. Please make the correction. 6. Since there is a detail showing a typical 18 ft. parking space, please call out the 20 ft. length of one of the spaces that is head-to-head (# 73-94). 7. The southern-most parking lot is required to be concrete or asphalt. 8. The driveway approach width needs to fall within the 24-36 ft. range required for commercial and multi-family developments. 9. On the site plan checklist that was turned in with the application, "security gates" was checked. If the church will be using security gates, please show their location and a detail of the entry system and swing path. 10. Dumpster pads that are 12x12 ft. require an 8 ft. screening fence. Please increase the height of the proposed fence. 11. Fire trucks will need adequate space to turn around. Please extend the fire lanes around the circle in front of the church, and reduce the diameter of the median to a maximum of 33 feet. The fire lane will also need to loop around the parking area in front of the church and school. 12. Please remove the wheelstops from the handicap parking spaces. They can only be used in 20 ft. parking spaces. 13. The site will need to meet streetscape requirements (1 canopy tree for every 25 feet of frontage plus extra landscaping points). 14. Please note all (or which) unprotected trees will be removed. 15. There are only 9 oaks and 27 elms shown to be protected on the plan . Please reconcile this with the numbers in the Landscape Analysis. 16. Parking areas will need to be screened from the ROW. 17. To increase the buffer between the site and abutting residential, please add additional landscaping along the western and southern property lines. Reviewed by: Molly Hitchcock Date: August 24, 2001 Home of Texas A&M University ENGINEERING 1. Please provide documentation that the proposed 5' private drainage easement has been acquired . This is necessary to approve your drainage report, and , in part necessary for an approved Development Permit. Reviewed by: Thomas V. Vennochi Jr. Date: 08/27/01 ELECTRICAL 1. Developer installs conduit as per city specs and design . 48" below finished grade 2- 4" gray schedule #40 PVC. 2. Developer pours transformer pad per city specs. 3. Developer provides 30' # 4 rigid conduit for riser pole. 4. Developer provides 20' easement for electric lines. 5. Meter will be on transformer 6. Developer is responsible for the installation of service from transformer to building . City will make up service connection. 7. Developer must provide City of College Station Electric Department a digital copy of site plan on AutoCAD 14 version. 8. Developer meets with Electric Department personal to finalize exact location of electric lines and transformer. Reviewed by: Ronnie Bolin Date: 8-23-01 MISCELLANEOUS 1. Irrigation system must be protected by either a Pressure Vacuum Breaker or Reduced Pressure Principle Back Flow Device and installed as per City Ordinance 2394. 2. All BackFlow devises must be installed and tested upon installation as per City Ordinance 2394. Reviewed by: SANITATION: 1. OK Rob Werley 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 add itional changes on these plans that have not been pointed out to the City, will constitute a completely new review. Home of Texas A&M University • STAFF REPORT Prepared by: Molly Hitchcock Date: September 13, 2001 Email: mhitchcock@ci.college-station.tx.us Item: Public hearing, discussion, and possible action on a conditional use permit and site plan for the Seventh Day Adventist Church located at 1350 Earl Rudder Freeway. (01-180) Applicant: David Claridge Staff Recommendation: Staff recommends approval of the conditional use permit and site plan with Staff Comments #1 and the condition that the church establish a buffer (Research and Development or commercial/residential) between their property and abutting residential properties. Item Summary: Seventh Day Adventist Church is an 80-100-member church that has been a part of the College Station community for over 30 years. They are proposing to develop a church complex consisting of a fellowship building , sanctuary, and elementary school on five acres on the Earl Rudder Freeway frontage road. Uses would include services, meetings, classes, and eventually, an elementary school. The subject property (zoned R-1 Single Family Residential and R-3 Townhouse) is located between the partially developed Cat Hollow Subdivision (R-1) and the Richard Carter Park (R-3). Since the first submittal of the site plan , the church has decided to develop the complex in three phases. The applicant has explained that the first phase will be the building of the fellowship hall, the second phase will include the sanctuary, and the final stage will include the school and gym. To ensure fire protection and the correct amount of parking and landscaping/streetscaping with each phase, it will be necessary for the site plan to show the phase lines before the plan can be approved. The site plan proposes18,576 sq.ft. of building space, which includes a 382-seat sanctuary. The parking that is shown meets the parking standards of the Zoning Ordinance. For screening, David Claridge stated on the conditional use permit application that the church is planning to build a privacy fence along the property lines shared with residential lots. Staff has also requested in Staff Review Comments #1 that more landscaping be provided in these areas to increase the buffering of the school from the residential. The church has proposed to barricade a large number of existing canopy trees for use in their landscaping plan. Signage has been proposed for consideration with conditional use permit because the residential zoning of the church property does not allow signage by right. 1 Comprehensive Plan Considerations: The Land Use Plan shows the subject property to be Single Family Medium Density. Churches are allowed in any zoning district with a conditional use permit. The church will have access to and from the Earl Rudder Freeway frontage road, which is a freeway and expressway on the Thoroughfare Plan. Utilities already exist either across or up to the property, requiring only the extension of service lines to the church buildings. Since the property was originally intended for a more dense development of residential, there will not be unreasonable demands on the existing infrastructure. Item Background: The land for the church was annexed into the city in 1958. It was platted as part of the Cat Hollow Phase 3 Subdivision in January 2000. College Heights Assembly of God received a conditional use permit for a tract of land that included the subject property in 1985, but never built. Seventh Day Adventist acquired the property in the mid-1990's and was granted a conditional use permit in 1997. Because a building permit was not pulled within a year of approval, the conditional use permit has expired. Staff Analysis: Section 14 of the Zoning Ordinance authorizes the existence of conditional uses. The Commission may permit a conditional use subject to appropriate conditions and safeguards, when after public notice and hearing the Commission finds that: (Staff comments are in italics) 1. "The proposed use meets all the minimum standards established in the ordinance for the type of use proposed." Staff conducted a technical review and found general compliance with development regulations with the exception of the items listed in the Staff Review Comments #1 . Since the new buffering requirements do not apply to churches, Staff recommends that the Commission require the church to establish a Research and Development buffer or the buffer that is required between commercial and residential properties. 2. "That the proposed use meets the purposed and intent of the ordinance and is in harmony with the development policies and goals and objectives as embodied in the Comprehensive Plan for Development of the City. The request is in compliance with the Comprehensive Plan. 3. "That the proposed use will not be detrimental to the health, welfare, and safety of the surrounding neighborhood or its occupants, nor be substantially or permanently injurious to neighboring property." The public hearing is an opportunity for the Commission to measure the potential impact on surrounding land uses. 2 The Commission may impose additional reasonable restrictions or conditions to carry out the spirit and intent of the ordinance and to mitigate adverse effects of the proposed use. These requirements may include, but are not limited to, increased open space, loading and parking requirements, additional landscaping , and additional improvements such as curbing, sidewalks and screening." Commission Action Options: The Commission has final authority over the Conditional Use Permit and associated site plan. The options regarding the use permit are : 1. Approval as submitted ; 2. Approval with conditions relating to specific site characteristics or with time limitations; 3. Denial with specified reasons for denial ; 4. Table ; or, 5. Defer action to a specified date. Supporting Materials: 1 . Location Map 2. Application 3. Copy of Site Plan 4. Sign Application 5. Staff Review Comments #1 NOTIFICATION: Legal Notice Publication(s): The Eagle; 9-5-01 Advertised Commission Hearing Dates(s): 9-20-01 Number of Notices Mailed to Property Owners Within 200': 21 Response Received: None as of date of staff report. 3 REQUEST FOR PROPOSALS STORM DRAIN LINE INSTALLATION SEVENTH DAY ADVENTIST CHURCH 1350 EARL RUDDER FREEWAY March 4, 2002 Prepared By: Michael G. Hester, P.E. Hester Engineering Company· Civil Engineering Service ---7607 Eastmark Drive, Suite 253-B College Station, TX 77840 979-693-1100 SPECIAL CONDITIONS STORM DRAIN LINE INSTALLATION SEVENTH DAY ADVENTIST CHRUCH 1350 EARL RUDDER FREEWAY Cat Hollow Subdivision Phase Three, Block Four, Lot One COLLEGE STATION, BRAZOS COUNTY, TEXAS Bid date: March 12, 2002, Bid time: 2:00p Fax Proposal to: 260-3447 Owner: David Claridge, 1500 Lynx Dr. College Station, TX 77840, 845-1280 fx: 260-3447 INTRODUCTION: Site plans have been prepared, approved and a development permit obtained for the construction of the Seventh Day Adventist Church at 1350 Earl Rudder Freeway. This SPECIAL CONDITIONS covers the installation of an eighteen-inch diameter reinforced concrete storm drain line between the church site and Glenhaven Drive. The construction will cross two vacant lots, one lot under construction and a detention basin. GENERAL NOTES: a The Contractor shall obtain approval from all land owners prior to beginning work. a Work shall be completed by one month from "Notice to Proceed" a A one joint "stub-out'' with plug will be connected to the junction box at Sta. 14+48.42. a This is not a private line and all construction will be built to the standard specifications of and inspected by the City of College Station Engineering Division. a Construction shall not begin until a representative of the College Station Engineering Division bas been contacted and approval to begin obtained. a The Contractor shall be responsible for the exact location of all existing utilities and shall contact the utility representative 48 hours in advance of any excavation. a Bid shall include all work shown on the plan. a Waste dirt from the trench will be placed on the Seventh Day Adventist Church site at a location designated by the Owner. CONCRETE NOTES: a All concrete connections shall be obtained by dowels at all connecting faces with no. 3 smooth reinforcing bars on eighteen-inch centers. Depth of dowel embedment shall be a minimum of six inches. These connections shall be provided withl/2 inch expansion joint material, (non- extruding filler "Ceramar" Foam) or an approved equal. a Curing compound shall be red, meadows AR30ED, or an approved equal SEDIMENT CONTROL: a The Contractor shall contain all sediment from the construction activities on site by the use of hay bales and/or sedimentation fencing. a All areas affected by construction shall be returned to pre-construction condition or better. a The Contractor shall be responsible for establishing a healthy ground cover in all areas affected by construction, hydro mulch is required. a Areas with solid sod shall be returned to pre-construction condition or better. a All trenching depths greater than five feet shall be guarded from cave-in by a satisfactory system of bracing, shoring, sheeting or other means in conformance with the occupational safety and health administration (OSHA) and state regulation standards. ATTACHMENTS: a Storm Drain Line Installation Plan a Proposal a Seeding Specification O+OO Lobel: 0-1 Rim: 28350ft Sump: 273 .50 Lobel:P-4 i ~::~~~ ~~~~~= L: 12D0ft I Slu:18lnc:llnht S:0.015833 I 0+50 Label:J-3 Rim: 28225 Sump: 278.13 t Label: P,-3 Up-;-lnvert 2 78 .1·3·ft On.lnv.,t277D0ft L:9335ft Size:1S lnc:l1 S:0.01 r 05Mt 1+00 1+50 Title: Seventh Day Adventist Church d:\haestad\stmc\sdac.stm 03/04/02 10:20:12AM 2+00 2+50 Profile Scenario: Base 3+50 HESTER ENGINEERING COMPANY 4+00 4+50 Label: ~1 Rlm:29400ft Sum : 288 .50 I r Labol:P-1 Up .Invert 28el50 On.Invert 284.48ft L: 108.89 ft S~e:181nc:l1 l S:0.018551 Mt 5+00 :lg5,00 290.00 285.00 280.00 275.00 270.00 6+00 ElavaUon (ft) © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: MICHAEL G. HESTER StormCAD v4.1.1 [4.2014) Page 1of1 Label Upstream Jownstrean Upstream Node Node Inlet Area (acres) P-1 1-1 J-1 5.00 P-2 J-1 J-3 N/A P-3 J-3 J-4 NIA P-4 J-4 0-1 N/A Title: Seventh Day Adventist Church d:\haestadlstmclsdac.stm 03/04/02 10:24:16 AM Upstream Inlet CA (acres) 1.50 NIA N/A N/A Scenario: Base Pipe Report System Total Length :;onstructec Section Full Upstream Downstrean Hydraulic Hydraulic Intensity System (ft) Slope Size Capacity Invert Invert Grade Grade (in/hr) Flow (ft/ft) (cfs) Elevation Elevation Line In Line Out (cfs) (fl) (ft) (ft) (ft) 6.75 10.20 108.89 0.018551 18 inch 14.31 286.50 284.48 287.73 286.21 6.71 10.14 340.12 0.018670 18 inch 14.35 284.48 278.13 285.71 280.19 6.59 9.97 93.35 0.012105 18inch 11 .56 278.13 277.00 279.69 278.85 6.56 9.92 12.00 0.015833 18 inch 13.22 277.00 276.81 278.35 278.31 HESTER ENGINEERING COMPANY © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Velocity Out (ft/s) 5.77 5.74 5.64 5.61 Project Engineer: MICHAEL G. HESTER StormCAD v4.1.1 [4.2014) Page 1of1 Label Ground Set Rim Rim Elevation Equal to Elevation (ft) Ground Elevation I (ft) J-1 288.00 false 288.20 J-3 282.00 false 282.25 J-4 283.50 false 284.00 Title: Seventh Day Adventist Church d:\haestad\stmc\sdac.stm 03/04/02 10:24:56 AM Sump Elevation (ft) 284.48 278.13 277.00 Scenario: Base Junction Report Bolted Structure bescription Cover? Diameter (ft) false 2.50 false 2.50 false 2.50 HESTER ENGINEERING COMPANY © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: MICHAEL G. HESTER StormCAD v4.1 .1 [4.2014] Page 1of1 SEEDING SPECIFICATON 709.1 DESCRIPTION: "Seeding shall consist of preparing ground, and planting seed, or a mixture of seeds, of the kind specified along and across such areas as are designated on the plans, or by the Engineer, and in accordance with these specifications. 709.2 MATERIAL: All seeds used shall carry a label showing the purity and germination, name and type of seed, and that the seeds meets the requirements of the U.S. Department of Agricultural "Rules and Regulations under the Federal Seed Act and the Texas Seed Law'', and that the seed has been treated with an approved fungicide. 709.3 PLANTING SEASON: All planting shall be done between the dates specified for each type except as specifically authorized in writing. The seeds planted per acre shall be the type specified with the mixture, rate and planting dates as follows: Type 1 Type2 Type3 Bermuda Grass -Unhulled Bermuda Grass -Hulled Bermuda Grass -Unhulled Rye Grass (Italian) 20 lb. 12 lb. 12 lb. 200 lb. January 1 to April 1 April 1 to October 1 October l to January 1 October 1 to January 1 709.4 CONSTRUCTION AND PLANTING METHODS: Seed only areas completed to lines, grade, and cross-section and having select materials placed as required. Sprinkle area to be planted with water and broadcast either by hand or with approved sowing equipment at he rate specified above, using care to obtain uniform distribution. Lightly rake seed into soil to a depth not to exceed one half (1/2) inch. Keep seeded area moist for a period of ten days. When watering seeded slopes, use fine spray with special care to prevent erosion of the seed or soil. If the weather is too windy, or other adverse conditions exist, seeding operations shall be suspended until such time in the judgment if the Engineer that the adverse conditions have improved, when the seeding operation may be continued. 709.5 MEASUREMENT: "Seeding" will not be considered a measured item. 709.6 PAYMENT: Cost for work performed and material furnished, which includes compensation for all materials, preparation of ground for planting, raking, watering, sprinkling, and for all labor, equipment, tools, and incidentals necessary to complete the work, shall be included in the unit price bid for all other items in the proposal GLENHAVEN DRIVE 0-1 P-4 X-INLET Title: Seventh Day Adventist Church d:\haestad\stmc\sdac.stm 03/04/02 10:13:07 AM J-4 J-3 Scenario: Base SEVENTH DAY ADVENTIST CHURCH OFFSllE STORM DRAIN LINE IVlAtRCH 4, 2002 P-2 18" RCP STORM DRAIN LINE HESTER ENGINEERING COMPANY Cl Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 CHURCH SITE 1-1 J-1 Project Engineer: MICHAEL G. HESTER StormCAD v4.1.1 (4.2014] Page 1of1 Permit to Construct Access Driveway Facilities on Highway Right of Way Form 1058 (Rev. 12-96) Previous versions are obsolete. To: Hwy. Control Permit No. Section ' The Texas Department of Transportation, hereinafter called the State, hereby authorizes DAV IQ Ci , f::d2.l PG E , hereinafter cal~ Grantee, to (re) construct an access driveway on the highway right of way abutting highway no. C. in :cQ5 County,located .2a?O' '-SovW (JP 2H 0o ...... UJBST SLOE. Subject to the following: 1. The Grantee is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown on sketch: Aa:.J;:;;sc; Dr21 ve. <AJAY f-crL tf?-oFt&cro All construction and materials shall be subject to inspection and approved by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Grantee, and the State reserves the right to require any changes, maintenance, or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4. Th e Grantee shall hold harmless the State and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regulatory and guide signs at county roads and city streets, the Grantee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tanks sh all be located at least 3.6 meters (12 feet) from the right-of-way line to ensure that any vehicle services from these fixtures will be off the highway. 6. This permit will become null and void if the above-referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 7. Th e Grantee will contact the State's representative ------------------------ telephon e ( ) at least twenty-four (24) hours prior to beginning the work authorized by this permit. Texas Department of Transportation Date of Issuance District Engineer The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction o an access driveway on the highway right-of-way. Date: ___.z'T-Zi ........ 11,+-'fc>"'--'tf---------- Form 1058 (Rev. 12-96) Back Access Driveway Regulations • The Texas Transportation Commission, in recognition of its responsibility for the safety and utility of public highways under its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled "Regulations for Access Driveways to State Highways" was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities. Sketch of Installation LOCATION OF SITE E H.M.A.C. . 2" LIFTS ~A-PLATE ::R COLLEGE SPECIFICATION RUCTION 306 ~12"0.C.B.W NECTION DETAIL ~ONTAGE ROAD JTL Y COMPRISED OF A R-1 AND SITE PLAN) JCE IS REQUIRED BETWEEN T RESIDENTIAL DEVELOPMENTS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARD DETAILS AND SPECIFICATIONS AND SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE CITY'S WATER AND SEWER SUPERINTENDENT TO AVOID DAMAGE TO EXISTING UNDERGROUND WATER AND SEWER FACILITIES. ALL TRENCH DEPTHS GREATER THAN FIVE (5) FEET SHALL BE GUARDED FROM CAVE-IN BY A SATISFACTORY SYSTEM OF BRACING, SHORING, SHEETING OR OTHER MEANS IN CONFORMANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION w I- <( 0 (/) z 0 (/) > w ~L -ER METER =R METER ON) ------=--=--:: = ----® w ® >----------- 0::: --o----------, W I --- < \. \. \. ---- \ I--I \ W I \ 0::: I \ U I \ Z I \ 0 I \ ~-L-E->----------"c:='=i:=--=-~-.....,,----+--------~-~----_-__._-_-_-_-_-_-_-~-2l~F-IR_E_H_Y_D_R_A_N_T---\ ,____W_A_':~\E_R_S_V_A_L ~ '-,\ \ ----------+--AE --h--,----+-~•-------=-------A E----~'---' \ -~ ··-·'· ', \ ', POWER POLE "-~ ', \ ' \ \ \ 8"ELM ®o ® ====-..; ' PROP. 2" WAT ER S ERVICE ®' \. "' 0 I TWIN 8" MESQUITE (A) '20, :::R VALVE [POWER =t-AE- POLE SCALE: 1 " 40' EXISTING PROPOSED 6" THK. X 24" WIDE H.M.A.C. COMPACTED IN MAX. 2" LIFTS W/M ECHANICAL VIBRA-PLATE /8" ) •RMERLY EFF AND NEFF :::>G. 107 PAVEMENT PAVEMENT 24" X-2" H.M.A.C. TO 95% DENSITY PER COLLEGE STATION STANDARD SPECIFICATION FOR STREET CONSTRUCTI ON SPECIFICATION NO. 306 #4@12"0.C.B.W 8" GRAVEL ""~"''FH·~"'•Hf'.FH'.F~,.F~ BASE 6" LIME STABILIZATION 5' -0" TRANSISTION TO PROPOSED STABILIZATION DEPTH 6" LIME STABILIZATION ACCESS DRIVEWAY CONNECTION DETAIL AT S.H. NO . 6 FRONTAGE ROAD ZON ING: Tl II r1 lrl 11/""'T nn/""'\nrnT'/ Ir"' /""'t lrlrllP\111 ,,, /""'r'\• Allrlt("""lr'\ r\I /\ n .., 1\1\tr'\ ~(} c) ALL CONSTR STANDARD D CONSTRUCTIC (optional) x X-DISTANCE CHART Po,.:cJ "X" S.gn -x-Sogn Truck Mounted Sp.ed Spa:"")S Spacing\ Attenuator (~IPlfJ (Mtltrs} (Foell (optional) JO 01less ~ 120 )5 ~ 160 r 1; 240 •'. 100 320 JJ ~: I/') 400 II 150 500 o.; 1:0 600 61 210 700 r. 2JO 800 f•ml '-·---· --·.' Figure TA -6. Shoulder w ork wirh minor encroachment. TX 6H-25 (Rev. No. 6) • COLLEGE STATION P. 0 . Box 9960 August 23, 2001 Texas Department of Transportation ATIN: Catherine Hejl, P.E. 2102 Tabor Road Bryan, Texas 77803 RE: Driveway Permit for Seventh Day Adventist Church on SH 6 southbound service road north of Harvey Road Dear Ms. Hejl: 11 01 Texas Avenue Tel 409 764 3500 College Station, TX 77842 Please find enclosed three copies of the driveway permits for the above referenced project. The applicant is proposing access from his development onto the state R.O.W. just below Braz.oswood Drive. Included with this letter are three copies of the applicant's site plan and details. They have 694.84 feet of frontage and are proposing a 23-foot drive. Because of the drainage pattern/high point on the frontage of their property they are not proposing a pipe under their proposed entrance. They have included Figure T A-6 from TXMUTCD as a Traffic Control Plan. The plans have received preliminary approval by the city pending your review. Please return two signed copies of the permit for our distribution. Please review at your earliest convenience and if you have any questions feel free to contact me at 979-764-3570 Sin~ly, ; / i / /· -/ /JmtM //, /l-t/44f ~ vf /- Thomas V. Vennochi Jr. Graduate Engineer xc: Natalie Ruiz, Development Coordinator TxDOT Utility Permit File Encl. Form 1058 (3) Site Plan (3) O:\group\dev serv\txdot\SeventhDaYdrive.doc li A&M U · ·t -Home or exas rnvers1 y Permit to Construct Access Driveway Facilities on Highway Right of Way Form 1058 (Rev. 12-96) Previous versions are obsolete. To: Hwy. Control Permit No. Section I The Texas Department of Transportation, hereinafter called the State, hereby authorizes DAV IQ Ci . bdkl PG E , hereinafter cal~ Grantee, to (re) construct an access driveway on the highway right of way abutting highway no. C, in :cQ2 County,located_2a?O' 0vW (JP SH ~o v--Ll.JB"5T $/QE. Subject to the following: 1. The Grantee is responsible for all costs associated with the construction of this access driveway. 2. Design of facilities shall be as follows and/or as shown on sketch: Access:-Dr2111e, (>JAY Fm. tJ?oFmcro All construction and materials shall be subject to inspection and approved by the State. 3. Maintenance of facilities constructed hereunder shall be the responsibility of the Grantee, and the State rese rves the right to require any changes, maintenance, or repairs as may be necessary to provide protection of life or property on or adjacent to the highway. Changes in design will be made only with approval of the State. 4. The Grantee shall hold harmless the State and its duly appointed agents and employees agai nst any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. Except for regul atory and guide signs at county roads and city streets, the Grantee shall not erect any sign on or extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps, vendor stands, or tan ks shall be located at least 3.6 meters (12 feet) from the right-of-way line to ensure that any vehicle serv ices from these fixtures will be off the highway. 6. This permit will become nu ll and void if the above-referenced driveway facilities are not constructed within six (6) months from the issuance date of this permit. 7. The Grantee will contact the State's representative -----------·------------- telephone ( ) at least twenty-four (24) hours prior to beginning the work authorized by this permit. Texas Department of Transportation Date of Issuance District Engineer The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction o an access driveway on the highway right-of-way. Date: ____.z'#-Zi ...... 16+-'/o~Lf---------- Fonn 1058 (Rev. 12-96) Back Access Driveway Regulations The Texas Transportation Commission, in recognition of its responsibility for the safety and utility of public highways under its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled "Regulations for Access Driveways to State Highways" was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities. Sketch of Installation ·"' LOCATION OF SITE E H.M.A.C. . 2" LIFTS ~A-PLATE =:R COLLEGE SPECIFICATION RUCTION 306 ~12"0.C.B.W NECTION DETAIL ~ONTAGE ROAD HL Y COMPRISED OF A R-1 AND SITE PLAN) JCE IS REQUIRED BETWEEN T RESIDENTIAL DEVELOPMENTS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARD DETAILS AND SPECIFICATIONS AND SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE CITY'S WATER AND SEWER SUPERINTENDENT TO AVOID DAMAGE TO EXISTING UNDERGROUND WATER AND SEWER FACILITIES. ALL TRENCH DEPTHS GREATER THAN FIVE (5) FEET SHALL BE GUARDED FROM CAVE-IN BY A SATISFACTORY SYSTEM OF BRACING, SHORING, SHEETING OR OTHER MEANS IN CONFORMANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION w t- <( 0 (/) z 0 (/) > w ·~ --~-----==--=-- - ® w ® >--------er --o------------, fER METER ~ / W I :::R METER er 1 ION) ~ / < -- \ \ \ \ \ --------- 0 I lLE ~ ---~------------~"\FIRE \ W-----~~=-=---.,..--+----------1-----W ~'ti~-,---------{ , \ WATER VAL HYDRANT s ------..... ' --------------1--AE --+.-,---___.__,11-----------""------AE ____ ___,_, __ _ ' \ ® ====-.., n -~...... . . -.\. ' \ 8"ELM ®o ', POWER POLE \... \ ', \ ' \ \ \ PROP_ 2" WATER TWIN 8" MESOU~E (!\) '20, 1 O"MESOUITE ® /8" RMERLY :::FF AND NEFF )G. 1 07 SCALE: 1 " 40' POWER POLE EXISTING PROPOSED 6" THK. X 24" WIDE H.M.A.C. COMPACTED IN MAX. 2" LIFTS W/MECHANICAL VIBRA-PLATE PAVEMENT PAVEMENT 24" X-2" H.M.A.C. TO 95% DENSITY PER COLLEGE STATION STANDARD SPECIFICATION FOR STREET CONSTRUCTION SPECIFICATION NO. 306 #4@12"0.C.B.W 8" GRAVEL ~~·~~-,~~·~~~~~~·~~~ BASE 6" LIME STABILIZATION 5'-o" TRANSISTION TO PROPOSED STABILIZATION DEPTH ACCESS DRIVEWAY CONNECTION AT S.H. NO. 6 FRONTAGE ZONING: 6" LIME STAB! LIZATION DETAIL ROAD ALL CONSTR STANDARD D CONSTRUCT!( . . ., --.,,. '~ x , f (optional) ••••••••••••••••• ••••••••••••••••• X-DIST ANCE CHART Posted ·x· 5.gn Speed Spac"'gs (MPH) (Meters) 30 0t less 40 J5 50 40 75 45 100 50 120 55 150 60 130 65 210 10 2.10 TX ·x· Sign Spacings (Feel) 120 160 240 320 400 soo 600 700 800 .. .... .. ····· .... Truck Mounted Attenuator (optional) 1 /3 L x Figure TA-6. Shoulder work with minor encroachment. 6H-25 (Rev. No. 6)