The URL can be used to link to this page

Home My WebLink About29 Development Permit 99-320 Campus Park Ph 1B 630 Holleman Dr.~"1 COLLEGE STATION March 10, 2000 Mr. Edward Froehling 3887 High Lonesome P. 0. Box 9960 College Station, Texas 77845 RE: NOTICE OF NONCOMPLIANCE with Chapter 13, Code of Ordinances Alexandria Subdivision Phase 2 Dear Mr. Froehling, 1101 Texas Avenue Tet. 409 764 3500 College Station, TX 77842 Chapter 10 of the Drainage Policy and Design Standards, as adopted through Chapter 13, Section 3.B of the City of College Station Code of Ordinances, requires the implementation of measures necessary to prevent the movement of sediment, by erosion or action of man from areas undergoing development, onto adjacent properties or any part of a drainage system. This Chapter is enforced by ensuring that construction sites implement standard Best Management Practices (BMP). Typical BMP appropriate for this site includes, but is not limited to, daily removal of sediment transported from the site, properly installed silt fencing, and installation of rock berms in locations of concentrated flow. Similar requirements are necessary under the Federal Clean Water Act to be eligible for coverage under the NPDES General Construction Stormwater Permit. This nation wide permit requires that a log of inspections, maintenance, and spills must be kept on site. This log should be made available to city staff upon request. City of College Station staff visited the site on the morning of March 10, 2000, and found that no erosion controls in place on the north end of the project between the current construction site and Lick Creek. A significant amount of silt was washing off the site and entering Lick Creek. The silt fence along the eastern property line is not being maintained in a functioning manner as a result of daily construction activities near the fencing . Staff attempted tO contact the site superintendent, however he was unavailable. Mr. Kent Laza, P .E., with McClure Engineering was informed of these deficiencies and has indicated that he would inform the site superintendent. The approved construction plans for this subdivision includes an erosion control plan, which is to be followed. Appropriate action must be taken immediately to bring the site into compliance to ensure the health, safety and welfare of the community. If this action can not reasonably be taken immediately, please provide written documentation of the item not implemented, a reason for the Home of Texas A&M University Page 2of2 March 10, 2000 delay, and expected time frame for implementation. Failure to comply will result in enforcement in accordance to Chapter 13, Section 7 of the Code of Ordinances. If you have any question or do not understand any of these requirements, please call me at ( 409) 764-3570 . s~I~ Jeff Tondre, P.E. Civil Engineer xc: Ted Mayo, P.E., Asst City Engineer Natalie Ruiz, Development Coordinator Jon Mies, Fire Marshal Kent Laza, P .E., McClure Engineering DEVELOPMENT PERMIT PERMIT NO . 99-500319 Alexandria Phase 2-A FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Alexandria Phase 2-A DATE OF ISSUE: 12/30/1999 OWNER: Edward Froehling 3887 High Lonesome College Station, TX 77845 (409) 776-8266 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: Full SITE ADDRESS: Barron Road DRAINAGE BASIN: Lick Creek VALID FOR J_ MONTHS CONTRACTOR: Subdivision Construction as per approved 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. 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 eros ion, 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 Colle e S tion t appl . Date Date Contractor Date I ALEXANDRIA SUBDIVISION, PHASE 2 ENGINEER'S ESTIMATE November 11, 1999 Item Description Unit Quantity Unit Price No . PaviD.2'. Construction I Mobilization LumpSwn I 10,000.00 2 Prepare WOO:: Area LwnpSwn I 5,000.00 3 Earthworl:: C.Y. 6 ,511 2.00 4 1.5• HMAC Surface Course S.Y . 11,527 5 .00 5 6• Lime Stabilized Suh2radc: S.Y. 14,800 3 .00 6 Extra Lime Ton 80 100.00 7 6• Crushed Limestone Base S.Y. 7,547 6 .00 8 1• Crushed Limestone Base S.Y. 3,980 7.50 9 Type I Curb and Gutter L.F. 1,425 7.50 IO Type ill Curb and Gutter L.F. 4,994 7.50 II Concrete: Apron, Type A S.F. 9,031 2.75 12 4• Sidewalk S.F 14,641 2.80 13 Sidewalk Ramps S.F 872 2 .80 14 Sil!'Ils... , and traftk control LumoSum I 2.000.00 Paving Subtotal Drainafe Smem Construction 15 15• Reint: Concrctc: Pipe, Str. Bacldill L.F. 123 37.50 16 ts• Reint: Concrete: Pipe, Str. Bacldill L.F. 272 40.25 17 2 I • Reinf. Concrctc: Pipe, Str. Bacldill L.F . 416 40.25 18 24• Reint: Concrctc: Pipe, Str. Bacldill L.F. 60 45.60 19 24 • Reinf. Concrctc: Pioc.. Noo-Str. Bacldill L.F. 163 31.00 20 21• Reinf. Concrctc: Pipe, Str. Bacldill L.F. 293 50.00 21 21• Reint: Concrete: Pipe, Non-Str. Backfill LF. 185 33.00 22 30• Reint: Concrctc: Pipe, Non-Str. Bacldill L.F. 36 36.00 23 36• Reinf. Concrctc: Pipe, Str. Backfill LF. 285 75.00 24 4r Rcint: Concrctc: Pioc. Str. Bacldill LF. 272 93.00 25 42" Reinf. Concrete: Pipe, Non-Str. Baclcfill LF. 27 67.35 26 6'x 6' Box Culvert Crossing, inlets, headwall, rip-LumpSwn I 90,000.00 27 4r x 30 degree RCP Bend L.F. 2 750.00 28 27" x 45 degree RCP Bend EACH I 500.00 29 24" x 45 dceroe RCP Bend EACH I 500.00 30 1 O' Curb inlet EACH 2 1,900.00 31 5' Curb inlet EACH 13 1,300.00 32 Standard Junction Box EACH 2 2,000.00 33 Sloped Headwall for 4r RCP EACH I 1,300.00 34 Sloocd Headwall for 27" RCP EACH I 1,000.00 35 Sloped Headwall for 24" RCP EACH 2 1,000.00 36 Dry Concrete: Rip-Rap S.Y. 136 10.00 37 Plug for 18" RCP EACH I 100.00 38 Plug for 24" RCP EACH I 100.00 39 Plug for 27" RCP EACH 2 125.00 40 Inlet Protection EACH 17 50.00 41 Sih Fence LF. 976 2 .00 42 Fibennulch Seeding S.Y. 16,100 0.50 43 Trench Safetv (storm drain) L.F. 335 0 .50 Draina,ge System Subtotal Page I of2 Total 10,000.00 5,000.00 13,022.00 57,635 .00 44,400.00 8,000.00 45,282.00 29,850.00 10,687.50 37,455.00 24,835.25 40,994 .80 2,441.60 2.000.00 331 603.15 4,612.50 10,948.00 16,744.00 2,736.00 5,053.00 14,650.00 6,105.00 1,296.00 21,375.00 25,296.00 1,818.45 90,000.00 1,500.00 500.00 500.00 3,800.00 16,900.00 4,000.00 1,300.00 1,000.00 2,000.00 1,360.00 100.00 100.00 250.00 850.00 1,952.00 8,050.00 167.50 244 963.45 ALEXANDRIA SUBDIVISION, PHASE 2 ENGINEER'S ESTIMATE November 11, 1999 Item Desaiption Unit Quantity Unit Price No. Pavi111! Construction I Mobilization 1..umpSwn I 10,000.00 2 Prepare Wodc Arca LumpSwn I 5,000.00 3 Earthwodc C.Y. 6,511 2.00 4 IS HMAC Surface Course S.Y. 11,527 5 .00 5 6" Lime Stabilized Sulmade S.Y. 14,800 3.00 6 Extra Lime Ton 80 100.00 7 6" Crushed Limestone Base S.Y . 7,547 6 .00 8 7" Crushed Limestone Base S.Y . 3,980 7.50 9 Type I Curb and Gutter L.F. 1,425 7.50 10 Type ill Curb and Gutter L.F. 4,994 7 .50 ll Concrete Apron, Type A S.F. 9,031 2 .15 12 4" Sidewalk S.F 14,641 2.80 13 Sidewalk Ramps S.F 872 2 .80 14 Sil!Ils.. . and traffic control LumoSum 1 2 000.00 Paving Subtotal Drainage System Construction 15 15" Reinf. Concrete Pipe, Str. Bacldill L.F. 123 37.50 16 18" Reinf. Concrete Pipe, Str. Bacldill L.F. 272 40.25 17 21" Reinf. Concrete Pipe, Str. Baddill L.F. 416 40.25 18 24" Reinf. Concrete Pipe, Str. Bacldill L.F. 60 45.60 19 24" Reinf. Conaetc Pioe.. Noo-Str. Baddill L.F. 163 31.00 20 27" Reinf. Conaetc Pipe, Str. Bacldill L.F. 293 50.00 21 27" Reinf. Concrete Pipe, Non-Str. Bacldill L.F. 185 33 .00 22 30" Reinf. Concrete Pipe, Non-Str. Baddill L.F. 36 36.00 23 36" Reinf. Concrete Pipe, Str. Backfill L.F. 285 15 .00 24 42" Reinf. Concrete Pioe. Str. Bacldill L.F. 272 93.00 25 42" Reinf. Concrete Pipe, Non-Str. Bacldill L.F. 27 61.35 26 6'x 6' Box Culvert Crossing, inlets, headwall, rip-Lump Sum 1 90,000 .00 27 42" x 30 degree RCP Bend L.F. 2 150.00 28 27" x 45 degree RCP Bend EACH I 500.00 29 24" x 45 deeree RCP Bend EACH 1 500.00 30 1 O' Curb inlet EACH 2 1,900.00 31 5' Curb inlet EACH 13 1,300.00 32 Standard Junction Box EACH 2 2,000.00 33 Sloped Headwall for 42" RCP EACH 1 1,300.00 34 Slooed Headwall for 27" RCP EACH 1 1,000.00 35 Sloped Headwall for 24" RCP EACH 2 1,000.00 36 Dry Concrete ~Rap S.Y. 136 10.00 37 Plug for 18" RCP EACH 1 100.00 38 Plug for 24" RCP EACH 1 100.00 39 Plug for 27" RCP EACH 2 125 .00 40 Inlet Protection EACH 17 50.00 41 Sih Fence L.F . 976 2.00 42 Fibennulch Seeding S.Y . 16,100 0.50 43 Trench Safetv (storm drain) L.F. 335 0.50 Drain32C Svstern Subtotal Page I of2 Total 10,000.00 5,000.00 13,022.00 57,635.00 44,400.00 8,000.00 45,282.00 29,850.00 10,687.50 31,455.00 24,835.25 40,994.80 2,441.60 2000.00 331 603 .15 4,612.50 10,948.00 16,744.00 2,736.00 5,053.00 14,650.00 6,105.00 1,296.00 21,375.00 25,296.00 1,818.45 90,000.00 1,500.00 500.00 500.00 3,800.00 16,900.00 4,000.00 1,300.00 1,000.00 2,000.00 1,360.00 100.00 100.00 250.00 850.00 1,952.00 8,050.00 167.50 244 963.45 ,. FOR OFFICE USE ONLY P&ZCASENO.:. ___ _ DATE SUBMITTED: qq-11~ FINAL PLAT APPLICATION qq ~ff:[£)?0 I (check one) Minor __ Amending ~Fmal __ Vacating __ Rcplat 1he following items must be submitted by an established filing deadline date for P & Z Commission consideration. MINIMUM SUBMITIAL REQUIREMENTS: XX Filing Fee ofS200.00. XX Development Permit Application Fee of Sl00.00 (if applicable). XX Infrastructure Inspection Fee of S300.00 (applicable if any public infrastructure is being constructed.) . ....xx_ Application completed in full. XX 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) . ..xx_ Paid tax certificates from City of College Station, Bra.ws County and College Station LS .D . ..xx_ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not XX Two (2)copies of public infrastructure plans associated with this plat (if applicable). APPLICATION DATA NAME OF SUBDMSION ALEXANDRIA PHASE 2-A ------------------------------ SPECIFIED LOCATION OF PROPOSED SUBDIVISION along the north end extension of Alexandria Avenue and northwest of the Springbrook Ccmron Area. APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Edward Froehling Street Address 3887 High I.onesane City College Station State TX ----Zip Code 77845 E-Mail Address ------------- Phone Number __ 7_7_6_-8_2_6_6 ______ Fax Number 77 4-0565 PROPER1Y OWNER'S INFORMATION: Name Edward Froehling Street Address ---------------~ same as above City -------------- State ----Zip Code _____ _ E-Mail Address ----------~~- Phone Number Fax Number --------------:---------------~- ARCIDTECT OR ENGINEER'S INFORMATION: Name Michael R._ McClure, P.E., R~P -.L.S., McCLURE ENGINEERING, INC. Street Address 1008 Woodcreek Drive, Ste. 103 City College Station, State TX Zip Code 77845 E-Mail Address mcclure@tca.net Phone Number 693-5893 Fax Number 693-2554 ---------- f1NAL PLAT APPLIC ATION FNLPAPP .DOC 1n~m I of) TOTAL ACRES OF SUBDIVISION 11.3 AC. R-0-W ACREAGE 2.6 AC. TOTAL# OF LOTS 44 Lots NUMBER OF LOTS BY ZONING DISTRICT R-1 I 44 Tots _ ___;! __ __ ! __ t\ VERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT: R-1 I 0.20 AC~ I I I __ FLOODPLAIN ACREAGE none PARKLAND DEDICATION ACREAGE _____ ORFEEAMOUNT ____ _ A STATEMENT ADDRESSING ANY DIFFERENCES BE1WEEN THE FINAL PLAT AND APPROVED MASTER DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE): REQUESTED VARIANCES TO SUBDMSION REGULATIONS & REASON FOR SAME ______ _ REQUESTED OVERSIZE PARTICIPATION~--------------------- TOTAL LINEAR FOOTAGE OF PROPOSED : 2008 r. F STREETS 1947 L.F. SIDEWALKS 2682 L.F. SANITARY SEWER LINES 2097 L.F. WATERLINES nla CHANNELS I 1 559 r. F STORM SEWERS n /a BIKE LANES I PA TIIS NOTE: DIGITAL COPY OF PLAT (IF APPLICABLE) 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, co"ect and complete. The undersigned hereby requests approv'!i! by the City of College Station of the above identified final plat. FINAL PLAT APPLICATION FNLPAPP .DOC 3n5/99 Date 2 of3 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations: Subdivision construction of Alexandria Phases 2-A and 2-B along the south fork of Lick Creek Drainage Basin. ACKNOWLEDGMENTS: I. ---------------...J 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 documents and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) Contractor CERTIFICATIONS: (for proposed alterations within designated flood ha7.ard 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 >asement. of any residential structure, proposed as part of this application is at or above the base flood elevation established in the Jatest Federal Insurance Administration Flood Ha7.ard Study and maps. as amended. Engineer .. ~ __ , _ . _ Date /-:::. . --''of:''''' C . L · h el R McClure P E ;' • €. · ~~~terations or development covered by this permit shall not diminish the flood-<:arrying capacity of the wl§ y · · g ·6'~~ing this permitted site and that such alterations or development are consistent with requiremenf.§.~.£! ...... 9?!!~~on City Code. Chapter 13 concerning encroachments of floodways and of fl way fringes. ~ •• Ml.9.~.~.~.~.i:l-.M9Rh~~~··J fr.~ '~ \.'?~ 327 40 ~~.·~ltj_1i ..... r f_,7+-f_9'l'------- A ~ •• qi ST E.~ •• • 0'..:' Date .. ,ss······· :..\!#!' \ 10 NA L ~:......;.. D . L \~~'Mfy"''iliat 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:--------------------------- · n accordance with Chapter 13 of the Code of Ordinances of the City of College Station. measures shall be taken to insure that debris .rom construction. erosion. and sedimentation shall not be deposited in city streets, or existing drainage facilities. 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. ., ,..('1 ALEXANDRIA SUBDIVISION, PHASE 2 ENGINEER'S ESTIMATE November 11, 1999 Item Description Unit Quantity Unit Price No. Pavi~ Construction I Mobilization Lump Sum I 10,000.00 2 Prepare Work Area Lump Sum I 5,000.00 3 Earthwork C.Y. 6,511 2 .00 4 1.5" HMAC Surface Course S.Y . 11,527 5 .00 5 6" Lime Stabiliz.ed Subgrade S.Y. 14,800 3 .00 6 Extra Lime Ton 80 100.0 0 7 6" Crushed Limestone Base S.Y . 7,547 6.00 8 7" Crushed Limestone Base S .Y. 3,980 7.50 9 Type I Curb and Gutter L.F. 1,425 7.50 10 Type ill Curb and Gutter L.F. 4,994 7.50 11 Concrete Apron, Type A S.F. 9,031 2.75 12 4" Sidewalk S.F 14,641 2.80 13 Sidewalk Ramps S.F 872 2.80 14 Signs, barricades, and traffic control Lump Sum 1 2 000.00 Paving Subtotal Drainage System Construction 15 15" Reinf. Concrete Pipe, Sir. Backfill L.F. 123 37.50 16 18" Reinf. Concrete Pipe, Str. Backfill L.F. 272 40.25 17 21" Reinf Concrete Pipe, Str. Baclcfill L.F. 416 40.25 18 24" Reinf. Concrete Pipe, Str. Backfill L.F. 60 45.60 19 24" Reinf. Concrete Pioe.. Non-Str. Backfill L.F. 163 31.00 20 27" Reinf Concrete Pipe, Str. Bacldill L.F. 293 50.00 21 27" Reinf. Concrete Pipe, Non-Str. Backfill L.F. 185 33.00 22 30" Reinf. Concrete Pipe, Non-Sir. Baclcfill L.F. 36 36.00 23 36" Reinf. Concrete Pipe, Str. Backfill L.F. 285 75 .00 24 42" Rein£ Concrete Pipe, Str. Backfill L.F. 272 93.0 0 25 42" Reinf. Concrete Pipe, Non-Str. Backfill L.F. 27 67.35 26 6'x 6' Box Culvert Crossing, inlets, headwall, rip-Lump Sum 1 90,000.00 27 42" x 3 0 degree RCP Bend L.F. 2 750.00 28 27" x 45 degree RCP Bend EACH 1 500.00 29 24" x 45 degree RCP Bend E ACH 1 500.00 30 10' Curb inlet EACH 2 1,900.00 3 1 5' Curb inlet EACH 13 1,3 00.00 32 Standard Junction Box EACH 2 2,000.00 33 Sloped Headwall for 42" RCP EACH 1 1,3 00.00 34 Sloped Headwall for 27" RCP EACH 1 1,000.00 35 Sloped Headwall for 24" RCP EACH 2 1,000.00 36 Dry Concrete Rip-Rap S.Y . 136 10.00 37 Plug for 18" RCP EACH 1 100.00 38 Plug for24" RCP EACH 1 100.00 39 Plug for 27" RCP EACH 2 125.00 40 lnlet Protection EACH 17 50.00 41 Silt Fence L.F . 976 2.00 42 Fibennulch Seeding S.Y . 16,100 0.50 43 Trench Safety (storm drain) L.F. 335 0.50 Drainage System Subtotal Page I of2 Total 10,000.00 5,000.00 13,022.00 57,635.00 44,400.00 8,000.00 45,282.00 29,850.00 10,687.50 37,455.00 24,835 .2 5 40,994 .80 2,441.60 2,000.00 331 ,603 .15 4,612 .50 10,948.00 16,744.00 2,736.00 5,053 .00 14,650.00 6 ,105.00 1,296.00 21,375.00 25,296.00 1,818 .45 90,000.00 1,500.00 500.00 500.00 3,800.00 16 ,900.00 4 ,000.00 1,300.00 1,000.00 2,000.00 1,360.00 100.00 100.00 250.00 850.00 1,952 .00 8,050.00 167.50 244 963 .45 ALEXANDRIA SUBDIVISION, PHASE 2 ENGINEER'S ESTIMATE November 11, 1999 Item Description Unit Quantity Unit Price I Total No. Water System Construction 44 12" PVC Water Linc, Str. BackfilJ L.F. 1,144 31.00 35,464.00 45 12" PVC Water Linc, restraincdjoints LF. 41 40.00 1,640.00 46 8" PVC Wattr Linc, Str. Backfill, restrainedjoin1 L.F. 82 25.00 2,050.00 47 6" PVC Water Linc, Str. Baddill LF. 249 17.50 4,357.50 48 6" PVC Water Line, Non-Str. Backfill L.F. 2,183 9.50 20,738.50 49 6" PVC Water Line, Str. Backfill, restrainedjoin1 L.F. 143 25.00 3 ,575.00 50 6" PVC Water Line, Non-Str. Baclcfill, restrained EACH 65 17.00 1,105.00 51 Fire Hydrant Assembly EACH 4 1,750.00 7,000.00 52 12" Gate Valve EACH 4 1,000.00 4,000.00 53 12"x 13" Anchor Coupling EACH 4 485.00 1,940.00 54 12"x 8" Cross EACH I 400.00 400.00 55 12"x 6" Cross EACH 3 360.00 1,080.00 56 12"x 45 degree Bend EACH 4 350.00 1,400.00 57 8" Gate Valve EACH 2 540.00 1,080.00 58 8 "x 13" Anchor Coupling EACH 3 150.00 450.00 59 8"x 6" Reducer EACH I 130.00 130.00 60 8"x 45 degree Bend EACH 4 125.00 500.00 61 6" Gate Valve EACH 6 380.00 2,280.00 62 6"x 13" Anchor Coupling EACH 8 75.00 600.00 63 6"x 45 degree Bend EACH 14 100.00 1,400.00 64 Remove 2" Blow-Off Assembly EACH 2 100.00 200.00 65 2" Blow-Off Assembly EACH 8 440.00 3,520.00 66 1.5" Type K Copper Water Ser. ( 52 ft avg. len! EACH 17 900.00 15,300.00 67 Trench Safetv (water line) L.F. 805 1.00 805.00 Water System Subtotal Ill 015.00 Sewer System Construction 68 12" PVC, D-3034, Str. Backfill L.F. 216 40.00 8,640.00 69 12" PVC, D-3034, Non-Str. Backfill L.F. 637 30.00 19,110.00 70 12" PVC, D-3034, w/ concrete encasement L.F. 30 75.00 2,250.00 71 12" PVC, D-2241, Str. Backfill L.F. 35 42.00 1,470.00 72 12" PVC, D-2241 , Non-Str. Backfill L.F. 28 32.00 896.00 73 10" PVC, D-3034, Str. Backfill L.F. 84 38.00 3,192.00 74 10" PVC, D-3034, Non-Str. Backfill L.F. 451 32.00 14,432.00 75 10" PVC, D-2241, Str. Backfill L.F. 20 40.00 800.00 76 8" PVC, D-3034, Str. Backfill L.F. 57 34.00 1,938.00 77 8" PVC, D-3034, Non-Str. Backfill L.F. 108 18 .00 1,944.00 78 8" Ductile Iron, Cl. 350, Str. Backfill L.F. 18 34.00 612.00 79 6" PVC, D-3034, Str. Backfill L.F. 871 30.00 26,130.00 80 6" PVC, D-3034, Non-Str. Backfill L.F. 1,146 15 .00 17,190.00 81 6" PVC, D-2241, Str. Backfill L.F. 60 32.00 1,920.00 82 6" Ductile Iron, Cl. 350, Str. Backfill L.F. 18 30.00 540.00 83 Standard Manhole, 6-8 ft deep EACH 2 1,250.00 2,500 .00 84 Standard Manhole, 8-10 fl deep EACH 6 1,250.00 7,500.00 85 Standard Manhole, 10-12 ft. deep EACH 2 1,500.00 3,000.00 86 Standard Manhole, 12-14 ft. deep EACH I 1,700.00 1,700.00 87 4" Sewer Service < 10 ft. ( 6 ft. avg. len lrth) EACH 17 250.00 4,250.00 88 4" Sewer Service> 10 ft. (46 ft. avg. length) EACH 25 900.00 22,500.00 89 Connect 12" PVC to existing MH EACH l 300.00 300.00 90 10" Cap EACH I 100.00 100.00 91 6" Cap EACH 2 50.00 100 .00 92 Trench Safety (sewer line) L.F. 3,716 2.00 7,432.00 Sewer System Subtotal Sl50,446.00 Total Construction Cost $838,027.60 No. of Working Days to Substantial Completion Page2of2 Public Water Infrastructure ~ utilil}' layout si--showlllg casements (plattal or by separate instrument) .9' If separate instrument easements arc needed -do not approve until we get them recorded D /I'XOOT permits needed? ~Sealed and Signed tfl Engirw:rs Estimates Lines ii"'7Pipe material ~Pipe sizes (allowable .... 6,8,12,16,18 -note no 10" approved) ·p Depth (4'+)(min,max) ~ Separation distances (TNRCC) )A" fl utilities in plan & profile w/sizes and type 13"'. Private vs. Public line distinction £/ Wyes not past property line (so meter can be within ROW/easement) Z , Max # of connections for size waterline (TNRCC) ~Pipe deflection (noted as~., degrees, radius-with begin/end curve, not atjt) ~Grades -existing and proposed (centerline, right and left) shown in profile .El _,Full TNRCC compliance ~ Con1licts with other utilities shown &Labels on all major items in plan & profile (crossings) ~ Si.WLocation sufficient for overall City needs/masterplan ~ Minimiu dead-end lines p / Lines located in PUFJROW V Stationing on all~ and taps rvalve spacing (SOO') Ji vilvcs • i)'stcm isolation ~ Valves • at hydrant ~/Backflow prevcntcrs/ and check valves uses as necessary (@irrigation/fire sprinkler/pools/hazards) ~ / Blowoffs (FH ok too) @ end of dead end lines lJ' Air release valves at all major high points Fire Hydrants ,ff>Fire hydrant spacing (Coverage) .0' F"uc hydrant location (relative to cwb) ~,,,Fire hydrant. detail/type specified fir' Fire fiow calculations provided Service Lines D Scrvioc lines • materials and si7.c specified from main to met.er Z Services provided to all lots to a point beyond sidewalks on both sides of street l olll ------------ Project Name:. __________ _ ReviewDa~:. __________ ~ Reviewer: ___________ ~ Public Water Infrastructure< cont.) ~ ;;( Standard Details noted or included (referenced as city of CS Standard Details) ~ Details for all non-standard items (included/ok) (not on CS Std. detail sheet) ~ All MJ valves and fittings ..f'l / Thrust blocking z / Easement width adequate ~ Embcdmcot details (specify option) ~ Trcoch safety if deeper than S' )4 Erosion control notes The following items arc variances to the College Station public waierlinc standards: 2al12 Review Date: __________ _ Reviewer: ___________ _ Public Wastewater Infrastructure ~ ,£!" Overall utility layout sheet -showing casements (platted or by separate instrument) Z If separate instrument easements are needed -do not approve until we get them recorded ef TXDOT permits needed? . .E( Sealed and Signed d Enginccn Estimates Lines ~Pipe material Z Pipe sizes (allowablc .... 6,8,10,12,IS,18) ~ Depth (min cover) -0 Depth (excessive) ~Separation distam:es (TNRCC) if All utilities in plan & profile w/sizcs and type ~ Private vs. Public line distinction XJ Wyes not past property line ~ Grades -existing and proposed (centerline, right and left) shown in profile ,a Flowlines(specified/labeled) z' Full TNRCC compliance ~ Conflicts with other utilities shown (min. I 'clear I except water -see TNRCC) ~ Labels on all major items in plan & profile (crossings) ~/Size/Location sufficient for overall City needslmasterplan Id'/ Lines located in PUE/ROW ;; Stationing OD all manholes and services Manholes if Lines end in MH ~Manhole spacing (max 500') .0" Manhole diame.ter based on depth and line si7.c (4 'vs.s' diam.) ~ Manhole covers -"watertight" cover if in floodplain ~/ Manholes accessible from public ROW/casement l2f /Manholes at change of alignrncnt, grade or si2:c Ia' Drops through manhole (TNRCC) Ser:viceLinq ~Service lines -materials and si7.c specified from main to end ~ Services provided to all lots to a point beyond sidewalks on both sides D Services~ 6" enter at manholes 3 al12 "· Project Name :. __________ _ Review Date:. __________ ~ Reviewer.~----------~ Public Wastewater Infrastructure( cont.) ~ ~ Standard Details noted or included (referenced as city of CS Standard Details) ~ Details for all non-standard items (include/ok) (not on CS Std. detail sheet) H Easement width adequate g" Embedmcot details (specify option) .a-' Trench safety if deeper than S' ff' Erosion control notes The following items are variances to the College Station public wastewater standards: "al'l2 Review Date: __________ _ Reviewer: ___________ ~ Public/Private Streets Z'J~ plan layout of streets jJ" Plan and profile for all streets O If separate instrument casements arc occdcd -do not approve until we get them recorded 0 / TXDOT permits needed? 0' Scaled and Signed ,.12( En~ Estimates treet Pavin Plan Z /Sidewalk locations per subdivision regs. if Cwb inlets shown ,e(j Culverts location 9" Storm Sewer location 0 Bike lancslstriping ~ Street widths ~ Right of way/casement width ~ Radius sizes for (curb returns, median noses, tum lanes, etc) tJ Cwb and Gutter delineated ca:/str=t Names ~ Plan and Profile -stationed ~, Bcochmarb rcfcrcoccd 0'> Centerline stationing info. (PC, Pl, PT, other angle/bearing) ~ Curve info (length, tangent, radius, angle) d' =i and Max. grades Sidewalks fi" Width ~Location ll X-slopc ~X«Ction (bffldin& thi~ steel) -sec details £Y Handicap ramps (location, x-slopc, long slope, landing width, sideslopes, no curb returns on ramps) Paving Profile i' All proposed and existing utility conflicts shown with si7.e and flowline )4' Profile of existing ground (centerliilc, right and left) g" Location of proposed storm sewers with si7.c and grade n /fop of curb profile with grades .ff' Proposed paving profile 'oll2 Public/Private Streets(cont.) J!'1lil! 0"', Sidewalk x-scction ~ Tic between sidewalk and back of curb ( if applicable) J2J Paving x-section w/crown dimensioned ~ Handicap ramps J::l Cwb and gutter Project Name: __________ _ Review Date: ----------~ Reviewer: ___________ ~ The following items arc variances to the College Station street standards: 6aC12 Project Name: _________ _ Review Date: __________ _ Reviewer:.~----------~ Public/Private Storm Sewer ~ J2( Overall plan layout of drainage facilities (can be shown on street plan) showing casements O If separate instrument casements are needed -do not approve until we get them recorded Z Plan and profile for all storm sewers 0 / TXDOT permits needed? 3 , Sealed and Signed ,.? Engineers Estimates ~rm Sewer/Culverts L' /°Pipe material (RCP • storm. RCPorCMP = allvert) 0 / Pipe &i7.es labeled (see pg.47 DPDS) .0 / Size/Location sufficient for overall City oecds/masterplao ~/ Depth (min cover) B/ Depth (exccs.Uvc) £1 / All utilities in plan ct profile w/&i7.es and type l2r / Private vs. Public line distinction ~ Street grades -existing and proposed (centerline, right and left) shown in profile Id', Flowlines (specified/labeled) _0/ Conflicts with other utilities shown ~ Labels on all major items in plan & profile ~ Located within drainage easement or right~f-way (specify width) (public only) ~ Easement width adequate per DPDS 0 Stationing shown ~Outfall location (if open. is rip-rap occded per design calcs) H . Does it match drainage report (sizes, inlets, etc) fl/' Hydraulic Grade Linc (on plan or in drainage report) _/ Junction B01:es/Manboles/Inlets .El Lines end in JBIMH ~ JB/Maohole spacing (sec pg 47 DPDS) ~ JB/Maoholes ~ble from public ROW/easement J2'.l / JB/Maoholes at change of alignment, grade or si7.c .ff . Drops through inlet/maohole/IB (see pg 48 DPDS) ~ Culb inlets shown and labeled (referenced to drainage report) /.nmi!! . .ff/ Standard Details noted or included (referenced as city of CS Standard Details) ~ Details for all non-standard items (included/ok) (not on CS Std. detail sheet) ~ Emhcdment details (specify option) · .£J Trench safety if deeper than 5' £!/ Erosion control notes .ff . Culverts (SE'I) Z Inlet/I-Box or manhole details (manhole ~) 7ol12 Project Name: _________ _ Review Date: __________ _ Reviewer..~----------~ Public/Private Storm Sewer (cont.) ~nets ~/ Cross sections with side slopes -meets DPDS Ja" CbanJlt'J Liner -per DPDS .i;r'/ Longitudinal slope (0.4% min.) a Rip Rap needed? Details Ji Standard Details noted or included (referenced as city of CS Standard Details) ~Details for all non-standard items (include/ok) (not on CS Std. detail sheet) )4 Erosion control notes Detention System ef Side slopes i:;i/ Bouom slopes ~ Grading plan Jil' Low flow flume 14" Outlet Structure shown -corresponds to drainage report Jr Inlet Structure shown -corresponds to drainage report ?' Emergency spillway -corresponds to drainage report i Rip Rap if high velocities exist at inlet or outlet -length/width/siz.e/details g,-Flowlines at inlet and outlet ,ll Complies with drainage report Details ~>Standard Details noted or included (referenced as city of CS Standard Details) .l'f /Details for all non-standard items (included/ok) (not on CS Std. detail sheet) ~ Erosion control notes ~~::: The following items a.re variaDces to the College Station drainage standards: lall2 Drainage Reports Dexriotfog '3" / Acreage of project M /Land rxsvcr described ~ / Primary/&ee0Ddary syliteml within property shown ar Gcncra1 description . Design Criteria 0 I Any deviation from &taDdards being requested? ~, Discussion of site constraints and capacities (streets, existing structures. etc.) QI Discussion of any applicable previous drainage studies and how this plan will affect it r,d!J!l"li£ Criteria Raimawruno1f calgiJarion method described and calculations provided w / Detention discharge / lit.Onge calc:ulation method I calculations fJ S&orm rccurrcDCC intclW1i used 0 Disamion of other drainage facility design criteria used if not referenced in Standards Hvdaulic Criteria ii/ Identify capacity of l)'liteml used at /Specify ~tics at critical points in system m' Identify detention I retention outlet and routing 0 Disamion of other drainage facility design criteria used not referenced in Standards D AJ nau Facility Dgign - 110' DUcuis dlainage paUcrna I flows (pre vs. post) 0 Azc they draining water OIUO another property owncr7 -if so, is it wbcrc the water flowed before? and is it not more than what flowed there before? and oo faster than it flowed before? 0 J?iscuss erosion control mcaswcs employed 0 Discuss detention pond design (sidcslopc, low tlow channels, outlet works. freeboard, emergency spillway) 0 Discuss maintenance access and responsibilities ~in clusions Verify compliance with DPDS (signed and scaled certification) l'i Explain effectiveness of improvements with regard to controlling discharges of S -100 year storm by a) Detaining b) Aocommodating runoff in CNisting I proposed casements or ROW discharging into primaiy system c) Combination of a & b 'af12 Project Name: _________ _ Review Date: __________ _ Reviewer..~----------~ Drainage Reports(cont.) AD'Dendicg ff~ (all criteria and tcchnic:al information used) · t!t' Hy4rologic: computations m"; Land use assumptions for adjacent property ft/ Minor/major storm ruoo1I' at specific points a' Historicltu11y developed ruoo1I' specific points / 0 Hydrographs at critical points li Hy~ computations m> Culvert capacities (headwater and tailwatcr assumptions) ~I Storm sewer capacities B / Stra:t capacities llt Storm iD1ct capacities (inlct control rating) 0 /Open cbanncl design B"' Detention area I volume capacity I outlet capacity Atncbcd Dnwings ~/Location map with drainage patterns B' /F'loodPlain map if any rt ~rainagc plan with topo (CX'isting and proposed with anows if needed) rt Dctailii of outlet structures 10 al'l2 Project Name: _________ _ Review Dare:.~---------~ DEVELOPMENIPERMIT 1. Application Fee ($100) 2. Application 3. Erosion Control Plan 4. EPA/NOI (> S acn:s) S. Public Infrastructure Inspection Fee ($300) 6. Drainage Report 7. HOA Covenants for maintenance of detention/re~tion ponds 8. Easements Dedicated (separare instrument) 9. TXDOT permits issued 10. Engineer's &tjmat~ (1-4 neccssaJ)' for rough grading/clcaring ....... all others DeccssaJ)' for full permit) 11 al'12 • Project Name: _________ _ Review Date: __________ _ Reviewer:.~----------~ TXDOT PERMIT CHECKLIST 0 Permit signed (Utility or Driveway) by owner 0 Set or cxc:crpts of construction plans of what is proposed within ROW 0 Traffic Control Plan (lMUfCD) 0 Drainage Calculations (if applicable) ForCityUae O Sign permits 0 · Attach cover letter 0 Submit in Uiplicate to TxOOT 12 all2