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Home My WebLink About55 Development Permit 345 Edelweiss Estates Ph 5Access Driveway Regulations The State Highway and Public Transportation Commission, in recognition of its responsbility for the safety and utlility of public highways under its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated develop- ment ·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 acce ss driveway facilities. Sketch of Installation See Attached Plan Sheet No. 2 .. __.... S~ Department of Highways • ,,.ma Public Transportation ~Jrm 1058-Rev. 12-86 ... To: Permit to Construct Access Driveway Facilities on Highway Right of Way BEGONIA CORPORATION Hwy. ___ Permit No . __ _ 1901 San Jacinto Control Section Houston, TX 77002 The State Department of Highways and Public Transportation, hereinafter called the State, hereby authorizes BEGONIA CDRPoRATION , hereinafter called the grantee, to (re) construct an access driveway on the highway rightofwayabuttinghighwayno .F.M.2154 in College Station, Braz~unty,located 850 northwest of the FM 2154/Graharn Road Intersection 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 : See Attached Plan Sheet No. 2 All construction and materials shall be subject to inspection and approval 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 <;>r property on or adja- cent 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 against any action for personal injury or property damage sustained by reason of the exercise of this permit. 5. 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, vender stands , or tanks shall be located at least twelve (12) feet from the right-of-wa y 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 . The Grantee will contact the State's representative telephone ( ) at least twenty-four (24) hours prior to beginning the work authorized by this permit. Date of Issuance -------------------- State Department of Highways and Public Transportation D istrict Engineer The undersigned hereby agrees to comply with the terms and conditions set forth in this permit for construction of an access driveway on the highway right of way . ~ /]!J.-(J/"" _,-/ ! Signed:~~""--'~/~-~~'-t>"~~L+---------- Date=----------------+---- no>. >INVHl t!O::! Sb 6~ • ----------;:;S,,..,f(J-~ $ !££S9£ NOl.lVlS 383110 'ONlNnOQQV ACCOUNT NO. _____________ _ 365332 CITY OF COLLEGE STATION $ c3~ _()_ld~g _____ , 19QS: RECEIV~OF ~1A-t.a?P FOR l~) J£islt£T?IYJ ffi GotLwf::LSsPtl r ~ /J/o) Paid by_ Check 1/ Cash __ THANK YOU Figure XII Application Form Development Permit Inside/Outside Established Flood Hazard Areas City of Co'llege Station, Texas (re: Ordinance No. 1728) Site Legal Description: EDELWEISS ESTATES, PHASE FIVE Site Address:--------------..,..----------------------- 1901 San Jacinto Owner: __ BEGON __ IA __ m_RPO __ ~_T_r_o_N _____________ Address: Houston, TX 77002 Telephone No.: { 713) 654-0060 1722 Broadrnoor, Suite 210 Architect/ Michael R. McClure, P.E., R.P.L.S. Address: Bcyan, TX 71802 Engineer: __ M_cCL_URE __ EN_G_INEER ___ I_NG_, INC __ • _________ Telephone No.: _7L7u.6J.:J.6L.L7..uO~o _____ _ Contr'd.ttor: YOUNG OJNTRACIDRS, INC. P.O. Box 674 Address: ,aryan TX 77806 Telephone No.:_' _________ _ Date Application Filed:----------------Approved:------------ Fork of Lick Creek. Attached as part of this application: O Application Fee of $100 .00 O Signed Certificate O Site and Construction Plans, with supporting document<1tion: iwo (2) copies of each O Other: ~--~~------------~- ACKNOWLEDGEMENTS : The above Drainage Plan and supporting documents complies wiht the requirements of Ordinance No. 1728, and ~; ~O~. Owntfe;0 ,,..;.._ C or f · 1 Date Date ,p «E? ~ Contractor Dntt Pa g e 1of2 Figure XII Continued CERTIFICATIONS: A I, certify that any nonresidential structure on or proposed to be on this site as part of this application meets flood-proofing requirements as set out in Section of Ordinance No. 1728 Architect/Engineer Date B. I, certify that the finished floor level of the lowest floor, including any basement, of any residential structure as part of this application is or proposed to be at or above the base flood elevation as established in the latest Federal Insurance Administration flood hazard study and maps, as amended. Architect/Engineer Date C. I, Michael R. McClure, P .E. , certify that the alterations or development covered by this pennit shall not diminish the flood~rrying capacity of the adjoining waterway or crossing this permitted site and that such alterations or development are consistent with ~equirernents concerning encroachments of floodways and of floodway fringes as illus~o~'~~''' m the lates~Federal l urance Study. f;,,'--";···*~'!";:<S''tl ~ I . £,~ r ·· ·· . 'i ~ ~ ~f.1 !7~ z: r ..................... :.! .. l · ngi eer Date ~ · ~ .. Mlf.~A..~.~.i:L~~QhV.~~·J ~... 32740 liJJJ D . I, do certify that any alterations, addressed ;·~$01 s<r-.<c-?.··# Certification "D" do not raise the level of 100-year flood as referred to Certification ~"QkJ. •• ·~~0-• \,,,~--- Architect/Engineer Date· REVIEWED FOR APPROVAL: ---------------Floodplain Administrator Date APPROVAL: Special conditions or comments as part of approval: __________ _ • McCLURE ENGINEERING, INC.--------- April 21, 1995 Mrs. Veronica Morgan, P.E. Assistant City Engineer CITY OF COLLEGE STATION P.O. Box 9960 College Station, Texas 77842 RE: EDELWEISS ESTATES, PHASES ONE THROUGH FIVE UPDATED DRAINAGE REPORT Dear Veronica: Attached please find the following items for the above referenced submittal: 1. Updated Drainage Report for EDELWEISS ESTATES, PHASES ONE THROUGH FIVE 2. Revised Construction Drawings 3. Red-lined prints of City review comments(onpl~n~4Jr3in~ertpor1)~ ~d. 4. Copy of TNRCC submittal letter ,,,,__ 5. TWo Copie'i> of' En9inu.r's Constrw .. fion C'.Ds7 E$fi1113-/e.. Please review these items at your earliest convenience. I will submit additional sets of construction plans after you have reviewed the revised set according to your review comments. Should you have any questions or need additional information, please advise. ~~~ Michael R. McClure, P.E., R.P.L.S. MRM/mlm attachments 1722 Broadmoor, Suite 210 • Bryan , Texas 77802 • (409) 776-6700 • FAX (409) 776-6699 • McCLURE ENGINEERING, INC.------- April 21, 1995 TEXAS NATIONAL RESOURCE CONSERVATION COMMISSION P.O. Box 13087 Austin, TX 78711-3087 Attn: Sasha Earl PERMITTING SECTION/WATERSHED MANAGEMENT DIVISION RE: EDELWEISS ESTATES, PHASE FIVE COLLEGE STATION, BRAZOS COUNTY, TEXAS ,_ Dear Mr. Earl: As per TNRCC Regulations, attached for your review and approval, please find the following items for the above referenced submittal for EDELWEISS ESTATES I PHASE FIVE subdivision construction in College Station, Texas: 1. TNRCC Chapter 317.2-"Gravity Line Submittal Application" 2. Specifications for Sanitary Sewer Construction 3. Pl.an Sheets 1, 5, 6, S2 and S4 of the Construction Plans We request that you review this application at your earliest convenience and provide the required approval so that this project can be constructed upon completion of the City's approval process. We appreciate your assistance in this matter. Very truly McClure, P.E., R.P.L.S. MRM/mlm xc: Mrs. Veronica Morgan, P.E. Assistant City Engineer CITY OF COLLEGE STATION 1722 Broadmoor , Suite 210 • Bryan , Te xas 77802 • (409 ) 776 -6700 • FAX (409) 776 -6699 ENGINEER'S CONSTRUCTION COST ESTIMATE EDELWEISS ESTATES. PHASE FIVE APRIL. 1995 ITEM NO. DESCRIPTION STREET CONSTRUCTION 1 Erosion and Sedimentation Control 2 Clearing & Grubbing 3 Excavation {Roadway) 4 Excavation {Detention Area) 5 Re-Vegetation 6 6" Lime Stab. Subgrade (5% Lime) 1 Extra lime 8 1" Flexible Base Crushed Stone 9 1 Yz" Hot Mix Asphaltic Concrete (Type O} 10 Reinf. Concrete Curb & Gutter 11 Reinf. Concrete Sidewalk STREET CONSTRUCTION SUBTOTAL DRAINAGE CONSTRUCTION 12 Reinf. Concrete Flumes 13 18" RCP (C76. Cl. Ill) 14 27" RCP (C76 , Cl. Ill) 15 30" RCP (C76. Cl. Ill) 16 33" RCP (C76. Cl. Ill) 17 39" RCP (C76. Cl. Ill) 18 Trench Safety (Storm Drain) 19 5' Recessed Inlet 20 10' Recessed Inlet 21 Sloped Cone. Headwall (27" Pipe) 22 Special Cone. Headwall 23 Concrete Rubble Rip Rap DRAINAGE CONSTRUCTION SUBTOTAL SEWER LINE CONSTRUCTION 24 6" PVC (SDR-26. 03034)(8' to 1 O' depth) 25 6" PVC (SDR-26. 03034)(1 O' to 12' depth) 26 8" PVC (SOR-26. 03034){6' to 8' depth) 27 8" PVC (SOR-26.03034)(8' to 1 O' depth) 28 8" PVC (SOR-26. 03034)(1 O' to 12' depth) 29 8 " PVC (SDR-26. 03034)(12' to 14' depth) 30 1 O" PVC (SOR-26, 03034)(8' to 1 O' depth) 31 1 O" PVC {SDR-26. 03034)(1 O' to 12' depth). 32 Standard Sewer Manhole (8' to 10' depth) 33 Standard Sewer Manhole (1 O' to 12' depth) UNITS QUANTITY UNIT COST l.S. 1 $7.500.00 L.S. 1 5 ,000.00 C.Y. 5.637 3.50 C.Y. 14.000 4.00 Acre 11.40 2 .000.00 S.Y. 9,044 2.65 Ton 61 75.00 S.Y. 7 .808 5.80 S .Y . 7.808 3.85 L.F. 3,520 6.75 S .F . 15,161 2 .50 S.F. 7,703 3.25 L.F. 42 22.00 L.F. 106 30.00 l.F. 295 35.00 l.F. 294 40.00 L.F. 246 48.00 L.F. 835 0.50 Ea. 2 1,500.00 Ea. 3 3.000.00 Ea. 1 500.00 Ea. 1 2.000.00 S.Y. 180 22.00 L.F. 150 14.00 LF. 110 15.00 L.F. 140 14.50 L.F. 228 16.00 L.F. 255 17.00 L.F. 765 18.00 L.F. 545 20.00 l.F. 48 21 .00 Ea. 2 1.400.00 Ea. 3 1 ,500.00 Page 1 AMOUNT $7.500.00 5,000.00 19.729.50 56,000.00 22 ,800.00 23.966.60 4 ,575.00 45.286.40 30,060.80 23.760.00 37,902.50 $276,580.80 $25,034.75 924.00 3 ,180.00 10,325.00 11 .760.00 11 .808.00 417.50 3.000.00 9.000.00 500.00 2 ,000.00 3 ,960.00 $81 ,909.25 $2.100 1,650.00 2.030.00 3 ,648.00 4 .335.00 13.770.00 10,900.00 1,008.00 2.800.00 4 ,500.00 • ENGINEER'S CONSTRUCTION COST ESTIMATE EDELWEISS ESTATES. PHASE FIVE APRIL. 1995 ITEM DESCRIPTION UNITS QUANTl1Y UNIT NO. COST 34 Standard Sewer Manhole (12 ' to 14' depth) Ea. 2 1.600 .00 35 Trench Safety (Sewer Lines) L.F. 2.241 1.00 SEWER LINE CONSTRUCTION SUBTOTAL WATER LINE CONSTRUCTION 36 611 PVC (C900. Cl. 200) L.F. 130 11 .50 37 811 PVC (C900 , Cl. 200) L.F. 1.458 15.00 38 8" D.I . Pipe (Cl. 52) L.F. 36 18.00 39 Standard Fire Hydrant Assembly Ea. 1 1.500 .00 40 16" X 8" M .J. Tapping Sleeve & Valve Ea. 1 2.000.00 41 611 M.J . Gate Valve & Box Ea. 5 400.00 42 811 M.J . Gate Valve & Box Ea. 3 550.00 438"X13" M.J . Anchor Coupling Ea. 3 125.00 44 6" X 13" M.J . Anchor Coupling Ea . 5 115.00 45 811 X611 M.J . Cross Ea. 2 250.00 46 6" M.J . Plug Ea. 5 100.00 47 811 X 6" M.J . Tee Ea. 1 225 .00 48 2" Blow-off Assembly w/8" cap Ea. 1 345 .00 49 6" x 22.5° M.J . Bend Ea. 2 230 .00 50 Trench Safety (Water Lines) L.F. 1,400 0.50 WATER LINE CONSTRUCTION SUBTOTAL TOTAL CONSTRUCTION COST ESTIMATE * Does not include cost of Project Bonding Page2 AMOUNT 3.200.00 2.241 .00 $52 .182.00 $1.495 .00 21 .870.00 648.00 1.500.00 2.000.00 2.000 .00 1.650 .00 375.00 575.00 500 .00 500.00 225 .00 345 .00 460 .00 700 .00 $34.843.00 $445 .515 .05 * -ENGINEER'S CONSTRUCTION COST ESTIMATE EDELWEISS ESTATES. PHASE FIVE APRIL 1995 ITEM NO. DESCRIPTION STREET CONSTRUCTION 1 Erosion and Sedimentation Control 2 Oearing &. Grubbing 3 Excavation (Roadway} 4 Excavation (Detention Area) 5 Re-Vegetation 6 6" Lime Stab. Subgrade (5% Lime) 1 Extra lime 8 T' Flexible Base Crushed Stene 9 1 ~· Hot Mix Asphaltic Concrete (Type D) 10 Reinf. Concrete Curb & Gutter 11 Reinf. Concrete Sidewalk STREET CONSTRUCTION SUBTOTAL DRAINAGE CONSTRUCTION 12 Reinf. Concrete Flumes 13 1 s· RCP (C76. a . Ill} 14 2r Ra> (C76. a . Ill) 15 30" Ra> (C76. a .111) 16 33" RCP (C76 . a . Ill) 17 3g-RCP (C76. Cl. Ill) 18 Trench Safety (Storm Drain) 19 S Recessed Inlet 20 10' Recessed Inlet 21 Sloped Cone. Headwall (2T' Pipe) 22 Special Cone. Headwall 23 Concrete Rubble Rip Rap DRAINAGE CONSTRUCTION SUBTOTAL SEWER LINE CONSTRUCTION 24 6" PVC (SDR-26. 03034)(8' to 1 O' depth) 25 6• PVC (SDR-26, 03034)(1 O' to 12' depth) 26 8" PVC (SDR-26. 03034)(6' to 8' depth) 27 8" PVC (SDR-26,03034)(8' to 1 O' depth) 28 a· PVC (SDR-26. 03034)(1 O' to 12' depth) 29 8" PVC (SDR-26. 03034)(12' to 14' depth) 30 10-PVC (SDR-26. 03034)(8' to 10' depth) 31 10-PVC (SDR-26. 03034)(1 O' to 12' depth) 32 Standard Sewer Manhole (8' to 1 O' depth) 33 Standard Sewer Manhole (1O'to12' depth) UNITS QUANTllY UNIT COST LS. 1 $7.500.00 LS. 1 5.000.00 C.Y. 5.637 3.50 C.Y. 14,000 4.00 Acre 11 .40 2,000.00 S.Y . 9.044 2.65 Ton 61 75.00 S.Y. 7,808 5.8'0 S.Y. 7.808 3.85 LF. 3 .520 6 .75 S .F . 15.161 2.50 S.F. 7 ,703 3 .25 LF. 42 22.00 LF. 106 30.00 LF. 295 35.00 LF. 294 40.00 LF. 246 48.00 LF. 835 0 .50 Ea. 2 1,500.00 Ea. 3 3.000.00 Ea. 1 500.00 Ea. 1 2.000.00 S .Y . 180 22.00 LF. 150 14.00 LF. 110 15.00 L.F. 140 14.50 L.F. 228 16.00 LF. 255 17.00 LF. 765 18.00 LF. 545 20.00 LF. 48 21 .00 Ea 2 1.400.00 Ea. 3 1.500.00 Page 1 AMOUNT $7.500.00 5.000.00 19.729.50 56,000.00 22.800.00 23.966.60 4,575.00 45.286.40 30,060.80 23.760.00 37,902.50 $276.580.80 $25,034.75 924.00 3,180.00 10,325.00 11 ,760.00 11 ,808.00 417.50 3.000.00 9.000.00 500.00 2,000.00 3,960.00 $81.909.25 $2.100 1.650.00 2.030.00 3.648.00 4.335.00 1a.no.oo 10.900.00 1.008.00 2.800.00 4.500.00 ENGINEER'S CONSTRUCTION COST ESTIMATE EDELWEISS ESTATES. PHASE FIVE APRIL 1995 ITEM D~PTION UNITS QUANTllY UNIT NO. COST 34 Standard Sewer Manhole (12' to 14' depth) Ea 2 1.600.00 35 Trench Safety (Sewer Lines) LF. 2.241 1.00 SEWER LINE CONSTRUCTION SUBTOTAL WATER LINE CONSTRUCTION 36 su PVC (C900. a . 200) LF. 130 11 .50 37 8" PVC (C900. a. 200) LF. 1.458 15.00 38 8" 0.1 . Pi pe (a. 52) LF. 36 18 .00- 39 Standard Fire Hydrant Assembly Ea. 1 1.500.00 40 16"Xs· M.J. Tapping Sleeve& Valve Ea 1 2.000.00 41 6" M.J . Gate Valve & Box Ea. 5 400 .00 42 a· M.J . Gate Valve & Box Ea. 3 550.00 43 8"X13" M.J.AnchorCoupling Ea. 3 125.00 44 6" X 13" M.J. Anchor Coupling Ea 5 115.00 45 8" X 6" M.J. Cross Ea. 2 250 .00 46 6" M.J . Plug Ea. 5 100.00 47 8"X6" M.J . Tee Ea. 1 225.00 48 2" Blow-off Assembly w/8" cap Ea. 1 345.00 49 6"X22S M.J. Bend Ea 2 230.00 50 Trench Safety fWa1.e.r Lines) LF. 1,400 0 .50 WATER LINE CONSTRUCTION SUBTOTAL TOTAL CONSTRUCTION COST ESTIMATE * Does not indude cost of Project Bonding Page2 AMOUNT 3 ,200.00 2.241 .00 $52.182 .00 $1 .495 .00 21,870.00 648.00 1.500.00 2.000.00 2.000.00 1.650.00 375.00 575.00 500.00 500.00 225.00 345.00 460.00 700 .00 $34.843.00 $445.515 .05 * ' ·• .. . . ·.· .. ~ • .. -.._. ·~·· .. · .. ·-~· ..... ··-· John Hall , Chairman Pam Reed , Commissioner Peggy Garner, Commissioner Dan Pearson, Executive Director TEXAS NATURAL RESOURCE CONSERVATION COMMISSION Protecting Texas by Reducing and Preventing Pollution Michael R. McClure, P.E. McClure Engineering, Inc. 1722 Broadmoor, Suite 210 Bryan, Texas 77802 Re: City of College Station May 2, 1995 Edelweiss Estates -Phase Five SCS TNRCC Permit No.: 10024 -006 WPR Log No.: 055/017 County: Brazos Dear Mr. McClure: 8 1995 We have received the design submittal included with your cover letter dated 4/21/1995. The rules which regulate the design, installation and testing of domestic wast e water projects are found in 30 TAC, Chapter 317, of the TNRCC's rules titled, Design Criteria for Sewerage Systems. All plans and specifications submitted for TNRCC approval must comply with these rules. Beginning on September 1, 1994, severe budget reductions· required the TNRCC to eliminate most reviews of domestic wastewater project plans and specifications. At most, only a cursory review of the proposed project was performed. A technical review to determine conformity with 30 TAC Chapter 317 has not been performed. The proposed project is approved with the following comments and conditions: 1. An engineering r eport must be prepared and sealed by a Professional Engineer regi st ered in the State of Texas. Th is engineering report must include all constants, graphs, equations, and calculations, which are needed to both justify the design and show full compliance with Section 317.l(c) of the TNRCC's rules requiring a final engineering report. Copies of this report shall be made available to the TNRCC, upon request. 2. The final version of the project plans and specifications shall include any and all information necessary to show full compliance with the applicable requirements detailed in Chapter 317 of the TNRCC's rules. Copies of the final version of the project plans and specifications shall be made available to the TNRCC, upon request. P.O . Box 13087 Austin , Texa s 78711 -3 087 512/239-1000 prinlrd on rtcycled paper us in g SO)·h4.s.ed in k Michael R. McClure, P.E . Page 2 3. Any test results necessary to show compliance with the testing requirements of Chapter 317 shall be made available to the TNRCC, upon request. 4. The TNRCC still maint ains its review authority and may utilize this authority at any time in the future. If plans are to undergo review, the TNRCC wi l l notify you upon our receipt of the project. Also, please be aware of Section 317.l(a) (2) (A) of the rules which states, "Approval given by the commission is not intended to relieve the sewerage system owner or the design engineer of any liabilities or responsibilities with respect to the design, construction, or operation of the project." 5. Within 60 days of the completion of construction, an appointed engineer must notify both the Permitting Section of the TNRCC's Watershed Management Division and the appropriate Region Office of the date of completion. The engineer must also provide written certification that all construction, materials and equipment, and test results were substantially in accordance with the approved plans and specifications, the rules of the TNRCC and any change orders filed with the TNRCC. All notifications, certifications and change orders must include the signed and dated seal of a Professional Engineer registered in the State of Texas. 6 . All plans and specifications shall conform with any other waste discharge requirements and water quality standards established by the TNRCC, as the requirements pertain to a regulated discharge. If you have any questions or if we can be of any further service, please call me at (512) 239-4554. Sincerely, Thomas W. Weber Manager, Permitting Section Was~hed Management Division cc: City of College Station TNRCC, Region 9 Office