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Home My WebLink About20 Shenandoah Ph 8B 03-99 DecaturShenandoah Subdivision Phase 8A Addendum #1 to the Original Drainage Report submitted in conjunction with the Phase SB Construction Drawings December, 2003 Shenandoah Subdivision Phase 8A Addendum #1 to the Original Drainage Report submitted in conjunction with the Phase SB Construction Drawings December, 2003 ' I ' CERTIFICATION I, Kent M. Laza, Registered Professional Engineer No. 65923, State of Texas, certify that the revisions contained in this Addendum #1 to the Original Drainage Report for the SHENANDOAH SUBDIVISION, PHASE 8A, were prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. 12 26 03 DRAINAGE REPORT ADDENDUM#lOFTHEDRAINAGEREPORTFOR SHENANDOAHPHASE8A Addendum #I to the Drainage Report for Shenandoah Phase 8A is intended to analyze the drainage impacts of constructing Shenandoah Phase 8B. As stated in the original drainage report, the area that comprises Phase 8B was included in the detention calculations for Phase 8A, so no additional computations are necessary. The only additions to the original report involve the stormwater capacity analysis of the alley proposed with Phase 8B. As with the original system, the system for Phase 8B is designed for a 10-yr storm event as required by the City of College Station. The following exhibits are provided to show the revisions to the drainage system. Exln"bit A -Excerpt from FEMA map Exhibit B -Drainage Area Map Exhibit C-1 -Drainage Area Calculations Exhibit C-2 -Alley Capacity Analysis N.T.S . EXHIBIT A Flood Insurance Rote M Brazos C ap Excerpt ounty, Te xas and Incorporated Ar eas Mop Numbers : 48041 C0 2 05D Effective D ate : FEBRUARY 9 , 2000 < ~ w c 0::: w ...J ...J < < fl. < u.. w w 0 j::: ... c (!) 0::: ...J z < z < w z w 0 :s :c < w z ...J > c :::::e ...J 0::: ... < W< w < ~ Ci) w (!) ... cw > ... >z 0 z 0::: w < 0 c ... :::> < 0::: Q. ... o~ NO. AC. 0.4 0.55 0.9 ft. 1 0.66 0 .00 0.66 0 .00 0 .36 1.0 2 1.42 0.00 1.42 0 .00 0.78 1.0 EXHIBIT C-1 Rational Formula Drainage Area Calculations Shenandoah Phase 88 ~ ~ ~ ...J u.. 0 0 c ...J ...J z u.. u.. ~ :s 0::: :c 0::: CJ w ... w 0 ... CJ 0::: ...J I: (!) ... ...J 0 ... t,) w ...J :::> z ... ...J ...J w >< :::> < w ia "' N It) 0 u.. (!) ~ (!) u.. > 0 :::> ~ a It) a ft. ft. ft. ft/s min min In/Hr cfs In/Hr cfs 1.0 1.0 1.0 10 .4 0 .0 5.0 8 .22 3.0 9 .9 3 .6 1.0 800 .0 4 .0 1.4 9 .5 9.5 6.46 5.0 7 .9 6 .1 0 0 .... It) It) N .... a ~ a In/Hr cfs In/Hr cfs 11 .0 4 ~0 12 .5 4 .5 8 .8 6 .. 9 10 .1 7 .9 0 0 0 0 0 It) 0 .... It) a !: a In/Hr cfs In/Hr cfs 14 .1 5.1 15 .8 5 .7 11 .4 8 .9 12 .8 10 .0 12/22/2003 0204-88-dra .xls Exh ibit C-1 0 0 lj) "<t ci 0 0 0 ~ ~ II II w w EXHIBIT "C-2" lYPICAL ALLEY SECTION CAPACllY Ma x imum Flowrates (See Exhibit "C-1 ") 1 Opost 0=6 .9 cfs 1 OOpost Q= 1 0 .0 cfs 0 0 0 0 ~ II w 0 0 "<t lj) 0 ci 0 0 ~ ~ II II w w Note : Elev. Shown is Assumed Calculation Alley Cross Section Area = 4.00 sf n = 0 .014 Pw = 20.0 ft s = 0.006 From Mannings Equation Q= 1 .49 A Rh~ S ~ n Q= 1.49 (4.00)(4 .00)~3 (0.006)~ 0.014 20 .0 Q= 11.28 cfs The capacity of the Alley Section is greater than the 100 year flow anticipated in the Right-o f-Way. Therefore, the 100 year event will be conveyed within the Right-of-Way. 0204-Sb-dm.dwg Exh ibit ·c-2· Shenandoah Subdivision Phase 8A Addendum #1 to the Original Drainage Report submitted in conjunction with the Phase SB Construction Drawings December, 2003 : . Shenandoah Subdivision Phase 8A Addendum #1 to the Original Drainage Report submitted in conjunction with the Phase SB Construction Drawings December, 2003 : CERTIFICATION I, Kent M. Laza, Registered Professional Engineer No. 65923, State of Texas, certify that the revisions contained in this Addendum #1 to the Original Drainage Report for the SHENANDOAH SUBDIVISION, PHASE 8A, were prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. DRAINAGE REPORT ADDENDUM #1 OF THE DRAINAGE REPORT FOR SHENANDOAH PHASE SA Addendum #I to the Drainage Report for Shenandoah Phase 8A is intended to analyze the drainage impacts of constructing Shenandoah Phase 8B. As stated in the original drainage report, the area that comprises Phase 8B was included in the detention calculations for Phase 8A, so no additional computations are necessary. The only additions to the original report involve the stormwater capacity analysis of the alley proposed with Phase 8B. As with the original system, the system for Phase 8B is designed for a I 0-yr storm event as required by the City of College Station. The following exhibits are provided to show the revisions to the drainage system. Exhibit A -Excerpt from FEMA map Exhibit B -Drainage Area Map Exhibit C-1 -Drainage Area Calculations Exhibit C-2 -Alley Capacity Analysis I N.T.S. Flood EXHIBIT A Insurance Rate M Brazos C op Excerpt ounty, Texas and Incorporated Ar eos Map Numbers: 48041 C0205D Effective D ate : FEBRUARY 9 , 2000 < ~ w c ex: w ...J ...J < ~ 0.. < u.. w 0 j:: .... c (!) ex: ...J z < z < w z w u ~ :i:: < w ...J > :::&: ...J z c ex: .... ~ < We( u; w < w (!) .... cw > I->z 0 z ex: w < 0 c .... ::::> < ex: 0.. I-o~ NO. AC. 0.4 0.55 0.9 ft. 1 0.66 0 .00 0 .66 0 .00 0 .36 1.0 2 1.42 0.00 1.42 0.00 0.78 1.0 EXHIBIT C-1 Rational Formula Drainage Area Calculations Shenandoah Phase 88 ~ 3: 3: ...J u.. 0 0 c ...J ...J z u.. u.. ~ ~ ex: :i:: ex: 0 0 w .... w .... 0 .... ex: ...J ~ (!) .... ...J 0 ~ w ...J ::::> z .... ...J ...J w >< ::::> < w ca en N ..,, 0 u.. (!) ~ (!) u.. > u ::::> ~ a !!? a ft. ft. ft . ft/s min min In/Hr cfs In/Hr cfs 1.0 1.0 1.0 10 .4 0 .0 5 .0 8 .22 3.0 9 .9 3.6 1.0 800 .0 4 .0 1.4 9 .5 9 .5 6.46 5 .0 7 .9 6 .1 0 ..,, 0 .... ..,, N .... a ~ a -In/Hr cfs In/Hr cfs 11 .0 4:0 12 .5 4 .5 8 .8 6 ,9 10 .1 7 .9 0 0 0 0 0 ..,, 0 .... !!? a !: a In/Hr cfs In/Hr cfs 14 .1 5 .1 15 .8 5.7 11.4 8 .9 12 .8 10 .0 12/22/2003 0204-88-dra .xls Ex hibit C-1 0 0 O! ~ 0 0 0 0 ~ ~ II II w w EXHIBIT "C-2" TYPICAL ALLEY SECTION CAPACITY Ma x imum Flowrates (See Ex hibit "C-1 ") 1 Opost 0=6.9 cfs 1 OOpost Q= 10.0 cfs 0 0 0 0 ~ II w 0 0 ~ O> 0 0 0 0 ~ ~ II II w w 4 r o.4o ' --z_ ,_ ----1c::=:::~~=-==::.....:==--==--==~4~%~--==-=====~==::rJ Note: Elev. Shown is Assumed Calculation Alley Cross Section Area = 4.00 sf n = 0.014 Pw = 20 .0 ft s = 0 .006 From Mannings Equation Q= 1 .49 A Rh53 sYz n Q= 1.49 (4.00)(4 .00)~3 (0 .006)Yz 0 .014 20 .0 Q= 11.28 cfs The capacity of the Alley Secti on is greater than the 100 year flow anticipated in th e Right-of -Way . Therefore , the 100 year event will be c onveyed within the Right-of -Way . 0204-Sb-dm.dwg Exh ibit ·c-2 · Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Shenandoah Subdivision, Phase SB Engineer's Estimate December 23, 2003 Description Unit Quantity Estimated Unit Price Pavint! Construction Prepare ROW Lump Sum 1 3000.00 Excavation C.Y. 438 5.00 1.5" HMAC Surface Course S.Y. 317 5.00 6" Lime Stabilized Subgrade S .Y. 3,429 5.50 Extra Lime Ton 25 96.00 6" Concrete Pavement w/ curb S.Y. 2,797 25.00 6" Crushed Limestone Base S.Y. 317 7.25 All Types Curb and Gutter L.F. 185 7.50 4" Sidewalk S.F. 469 2.75 Side\ValkRanlps S.F. 105 2.75 End of Road Markers EACH 4 200.00 Paving Subtotal Drairuu!e System Construction Concrete Flume (4' wide) L.F. 157 20.00 Dry Rip Rap S.F. 742 3.00 Silt Fence L.F. 1,265 2.00 Construction Exit S.Y. 134 35.00 Drainage System Subtotal Water System Construction 6" PVC, C900 Water Line, Str. Backfill L.F. 115 19.00 2" Blow-Off Assembly EACH 1 440.00 Trench Safety (water) L.F. 115 LOO Water System Construction Sewer System Construction 8" PVC, D-3034, Str. Backfill L.F. 135 32.00 Standard Manhole, 14-16 ft. deep EACH l 2175.00 Remove Existing Sewet: Line (all sizes) L.F. 20 10.00 Connection to Existing Manhole EACH 1 400.00 Trench Safety (sewer) L.F. 135 2 .00 Sewer System Subtotal Estimated Construction Cost Page 1 of 1 Total 3,000 2,190 1,585 18,860 2,400 69,925 2,298 1,388 1,290 289 800 $104,024 3,140 2,226 2,530 4,690 $12,586 2,185 440 115 $2,740 4,320 2,175 200 400 270 $7.365 $126,715 Item 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Shenandoah Subdivision, Phase SB Engineer's Estimate December 23, 2003 Description Unit Quantity Estimated Unit Price Paviot! Construction Prepare ROW Lump Sum 1 3000.00 Excavation C.Y. 438 5.00 1.5" HMAC Surface Course S.Y. 317 5.00 6" Lime Stabilized Subgrade S.Y. 3,429 5.50 Extra Lime Ton 25 96.00 6" Concrete Pavement w/ curb S.Y. 2,797 25 .00 6" Crushed Limestone Base S.Y. 317 7.25 All Types Curb and Gutter L.F. 185 7.50 4" Sidewalk S.F. 469 2.75 Sidewalk Ramps S.F. 105 2.75 End of Road Markers EACH 4 200.00 Paving Subtotal Drairuu?e System Construction Concrete Flume (4' wide) L.F. 157 20.00 DryRipRap S.F. 742 3.00 Silt Fence L.F. 1,265 2.00 Construction Exit S.Y. 134 35.00 Drainage System Subtotal Water System Construction 6" PVC, C900 Water Line, Str. Backfill L.F. 115 19.00 2" Blow-Off Assembly EACH 1 440.00 Trench Safety (water) L.F. 115 LOO Water System COD.5truction Sewer System Construction 8" PVC, D-3034, Str. Backfill L.F. 135 32.00 Standard Manhole, 14-16 ft. deep EACH 1 2175.00 Remove Existing Sewer Line (all sires) L.F. 20 10.00 Connection to Existing Manhole EACH 1 400.00 Trench Safetv (sewer) L.F. 135 2.00 Sewer System Subtotal Estimated Construction Cost Page 1 of l Total 3,000 2,190 1,585 18,860 2,400 69,925 2,298 1,388 1,290 289 800 $104,024 3,140 2,226 2,530 4,690 $12,586 2,185 440 115 $2,740 4,320 2,175 200 400 270 $7.365 $126,715 Item l 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Shenandoah Subdivision, Phase SB Engineer's Estimate December 23, 2003 Description Unit Quantity Estimated Unit Price Paving Construction Prepare ROW Lump Sum l 3000.00 Excavation C.Y. 438 5.00 1.5" HMAC Surface Course S .Y. 317 5.00 6" Lime Stabilized Subgrade S.Y. 3,429 5.50 Extra Lime Ton 25 96.00 6" Concrete Pavement w/ curb S.Y. 2,797 25.00 6" Crushed Limestone Base S.Y. 317 7.25 All Types Curb and Gutter L.F. 185 7.50 4" Sidewalk S.F . 469 2.75 Sidewalk Ramos S.F. 105 2.75 End of Road Markers EACH 4 200.00 Paving Subtotal D~e System Construction Concrete Flume (4' wide) L.F. 157 20.00 DryRipRap S.F. 742 3 .00 Silt Fence L.F . 1,265 2.00 Construction Exit S.Y. 134 35.00 Drainage System Subtotal Water System Construction 6" PVC, C900 Water Line, Str. Backfill L.F. 115 19.00 2" Blow-Off Assembly EACH I 440.00 Trench Safety (water) L.F. 115 1.00 Water System Con.5truction Sewer System Construction 8" PVC, D-3034, Str. Backfill L.F. 135 32.00 Standard Manhole, 14-16 ft. deep EACH 1 2175.00 Remove Existing Sewer Line (all sizes) L.F . 20 10.00 Connection to Existing Manhole EACH I 400.00 Trench Safety (sewer) L.F. 135 2.00 Sewer System Subtotal Estimated Construction Cost Page I of I Total 3,000 2 ,190 1,585 18 ,860 2,400 69,925 2,298 1,388 1,290 289 800 $104,024 3,140 2,226 2,530 4,690 $12,586 2,185 440 115 $2,740 4,320 2,175 200 400 270 $7.365 $126,715 ~-~ DEVELOPMENT PERMIT PERMIT NO . 03-99 Project: SHENANDOAH PHASE 88 COlllGl STATION FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Shenandoah Phase 88 All Lots DATE OF ISSUE: 02/26/04 OWNER: Edward Froehling 3887 High Lonesome College Station , Texas 77845 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: Alexandria Ave at Decatur Drive DRAINAGE BASIN: Alum Creek VALID FOR 9 MONTHS CONTRACTOR: Full Development Permit All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape/Streetscape Plan Requirements of the City's Unified Development Ordinance , prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited . The disposal of any waste material such as , but not limited to, paint, oil , solvents, asphalt , concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited. TCEQ PHASE II RULES IN EFFECT. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City , State and Federal requirements . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction , erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities . I hereby grant this permit for development of an area inside 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 . oar , ~~ CITY INFRASTRUCTURE INSPECTION NOTICE COLLEGE STATION Date: 02/26/04 To : ~ Bob Mosley ( 2 ) D Diane Broadhurst ( 0) From : Deborah Grace RE : Shenandoah Phase BB Location : Alexandria Avenue at Decatur Drive ~ Public Water Lines/Fire Hydrants ~ Public Sanitary Sewer D Public Storm Sewer ~ Public Streets D Public Detention Facility D Driveway Connection to Public Street D Private Construction within easement D No Inspection Required Comments : Engineer's Estimate to follow . r:\htltr\pz ltr\prod\pz2003 \p00092 l 8.doc ~ Engineer 's Estimates Attached ~ Construction Plans Attached D Site Plan Attached o ____ _ ~-'1 CITY INFRASTRUCTURE INSPECTION NOTICE COLLlGl STATION Date : 02/26/04 To : D Bob Mosley ( 0) ~ Diane Broadhurst ( 1 ) From : Deborah Grace RE : Shenandoah Phase BB Location : Alexandria Avenue at Decatur Drive ~ Public Water Lines/Fire Hydrants ~ Public San itary Sewer D Public Storm Sewer ~ Public Streets D Public Detention Facility D Driveway Connection to Public Street D Private Construction with i n easement D No Inspection Required Comments : r:\h tltr\pzltr\prod\pz2003 \p00092 l 8 .doc D Engineer's Estimates Attached ~ Construct i on Plans Attached D Site Plan Attached o ____ _ January 12 , 2004 CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South , PO Box 9960 College Station , Texas 77842 Phone 979.764.3570 I Fax 979.764.3496 MEMORANDUM TO : Edward Freehling , Via fax 774 .0565 .V FROM : Bridgette George , Assistant Development Manager SUBJECT: SHENANDOAH PH 8-B (FP) -Construction Documents Staff reviewed the above-mentioned engineering documents as requested. The following page is a list of staff review comments detailing items that need to be addressed . Please address the comments and submit the following information for further staff review and approval of the plans : __ One (1) set of revised construction documents. If you have any questions or need additional information , please call Spencer Thompson at 764 .3570 . Attachments : Staff Review Comments Cc: Michael McClure , McClure Engineering Inc., Via fax 693 .2554 v Case file no . 03-00500321 Home of Texas A&M University ENGINEERING REVIEW COMMENTS No. 1 1. Change riprap section from Public Alley in City Park to concrete flume and riprap flare . 2 . Sheet 3 on plan view of S-1 states "Ex. 8" PVC (to be removed)". Points to new sewer installation . ? Reviewed by : Spencer Thompson Date: January 12 , 2004 NOTE: Any changes made to the plans , that have not been requested by the City of College Station , mus t be explained in your next transmittal letter and "bubbled " on your plans . Any additional changes on these plans that have not been po inted out to the City of Co ll ege Stat ion will consti tute a completely new review . Page 2 of 2 P&Z Case No.: Date Submitted: FINAL PLAT APPLICATION (Check one) D Amending ($300.00) *Includes public hearing fee ~Final ($400.00) D Vacating ($400.00) D Replat ($600 .00)* The following items must be consideration. submitted by an established filing deadline date for P&Z Commission MINIMUM SUBMITTAL REQUIREMENTS: ~ Final plat review and filing fee (see above) NOTE: Multiple Sheets -$55.00 per additional sheet N/A Variance Request to Subdivision Regulations -$100 (if applicable) ~ Development permit fee of $200.00 (if applicable). ~ Infrastructure inspection fee of $600.00 (applicable if any public infrastructure is being constructed) NIA All replats must be accompanied with a copy of the deed restrictions/covenants for this plat. ~ Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) ~ One (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable). ~ Paid tax certificates from City of College Station, Brazos County and College Station l.S.D. ~ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. ~ Two (2) copies of public infrastructure plans associated with this plat (if applicable). D Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable).· NAME OF SUBDIVISION ----------'S=h=e:..:....:n=a.:...:..nd=o=-=a=h'-L....:-P.:...:..ha=s=-=e'-'8=--=B------------ SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) to the east of the intersection of Southern Plantation and Decatur APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Edward Froehling & Ed Froehling Builder. Inc. E-Mail ------------- Street Address 3887 High Lonesome Road City College Station State ___ .....:T..:_X!----Zip Code 77845 PhoneNumber ____ ~9~7=9.:...:...7~7=6=.8=2=6=6 ___ _ Fax Number ____ 9=7'-'9"--'-. 7.:....7,_4.:...:..0=5=..:6~5:...__ __ _ CURRENT PROPERTY OWNER'S INFORMATION : (Af! owners must be identified. Please attach an additional sheet, if necessary) Name ------=E=dw;:.:_a=r'-=d'-'F...:.r=oe=h=l.:..:..in,....g______ E-Mail ------------- Street Address ______________ _....(s=a=m~e:;....=.as:;....=.ab=o::...:vo...=e"'-) _________ _ City ____________ State________ Zip Code _______ _ Phone Number -------------Fax Number ___________ _ ARCHITECT OR ENGINEER'S INFORMATION: Name ____ ~M~c~C~lu~re~E~n~g~in~e~en~·n~9~·~1n~c~·----E-Mail ___ ___:.:.m.:..:..:ik=e=m'-'-'@;:::;...:..:tca=.n-=-=e=t __ _ Street Address 1008 Woodcreek Drive Suite 103 ----------------=-=-==..:...:...;=-=:=-::::..=..:'-=-!..:..:...:::.a...=.==~::=....---- C it y College Station State ___ _:.T..:....;X=------Zip Code 77845 Phone Number 979.693.3838 ----~~~~~----Fax Number 979.693.2554 ___ ___:::....:.....=:..:..:..-::..:::..:..:=.:::.:=-:......--- Acreage Total Property 3.543 acres Total# Of Lots 14 lots R-0-W Acreage 0 .805 ac. Existing Use: Vacant Proposed Use: _____ ......;...;R=e=si=d=e:....:.nt=ia=I ____ _ Number Of Lots By Zoning District R-1 / 14 __ /__ __/ __ Average Acreage Of Each Residential Lot By Zoning District: R-1 / 0 .165 ac. / __ --'--__ / __ Floodplain Acreage __ -0=---'a=c::..:...re=s=------------------------------ A Statement Addressing Any Differences Between The Final Plat And Approved Master Development Plan And/Or Preliminary Plat (If Applicable): None Requested Variances To Subdivision Regulations & Reason For Same: __ N_o~n~e ___________ _ Requested Oversize Participation : _..:...N=o;.;..:n=e ______________________ _ Total Linear Footage of Proposed Public: 1043 -0- 135 Streets (Alley) Sidewalks Sanitary Sewer Lines 115 Water Lines 156 -0- Channels Storm Sewers -0-Bike Lanes I Paths Parkland Dedication due prior to filing the Final Plat: ACREAGE: OR # of acres to be dedicated + 60 x $358 = $ _____ development fee # of acres in floodplain # of acres in detention # of acres in greenways FEE IN LIEU OF LAND : ___ #of Single-Family Dwelling Units X $556 = $ __ # of Multi-Family Dwelling Units X $452 = $ __ _ __ (date) Approved by Parks & Recreation Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct and complete . The undersigned hereby requests approval by the City of College Station of the above-identified final plat and attests that this request does not amend any covenants or restrictions associated with this plat. Date1 1 1+. •• ,.. n"> SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the foUowing development specific waterway alterations : --=Su=bd=ivls~· =io~n~co=n=s~tru=c=tio~n~in~th~e ~S""pn~·n,.,._g ~C'"'"'ree='-'-k _,_T_,_,,,rib=ut=a,_,_rv_·=-c· drainage basin ACKNOWLEDGMENTS: I, Michael R. McClure. P.E. , 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 . Design Engineer 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. Contractor CERTIFICATIONS: A . I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100-year storm . Engineer Date B. I, certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C. I, Michael R. McClure. P.E. , certify that the alterations or development co:vered ~~it shall not diminish the flood-carrying capacity of the waterway adjoining or crossing ~'~~ and that such alterations or development are consistent with requirements of the ;'/f.-"l• ~l!~~on City Code, Chapt 13 concerning encroachments of floodways and of floodwy.!!i.~.Q215:.~ ..... ::.1~ I~ 12 ~" 03 l~~t9.~.~.~.R.M~9hV.~~·I -..:......!...---jJ.,.::..:=-=-..::+~+--F!....l....o~~l.,..L..----~ Date lto_;.~~G <:-.()··~ § D. •,~;·• • .f STE~···r~ ~ ' ... .s, •••••• ~\J- I, , do certify that the proposed alterations do not raise ~~e 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: ----------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction , erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . All development shall be in accordance w ith 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.