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Home My WebLink About15 Montelongo's DP 03-91 401 University Dr EDEVELOPMENT PERMIT PERMIT NO . 03-91 Project: MONTELONGO'S FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: College Heights Addition Block D Lots 17 & 18 DATE OF ISSUE: 01/30/04 OWNER: Jesse Montelongo , Jr 900 Harvey Road College Station , Texas 77840 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: 401 University Drive East DRAINAGE BASIN: Burton 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 requ ired 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 proh ibited . Erosion Contro l per the approved plans shall be in place for duration of the project. 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 establ ishment 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 depos ited 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 . fJ I -:-30 -D <-/ entative Date / ~-or \/LY ct\ Drainage Report ~~~~ FOR MONTELONGO'S COLLEGE HEIGHTS LOTS 17-18, BLOCK D JANUARY 2004 Prepared By: Gessner Engineer i ng 1712 Southwest Parkwa y , Suite 105 College Station, Texa s 77842 (979) 680-8840 , ' I I . I ' "" \. (. .. CERTIFICATION I, Alton G . Rogers, Registered Professional Engineer No.50833, State of Texas, certify that this report for the drainage design for Montelongq' s, College Heights, Lots 17 and 18, Block D, was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. ~""'''''"· ,,,,:::-' ~c OF i,t:-i.:'\\ ~c_,~~······~.s-''' ~ •• • ...A.. •• * •• ,.;,*• ~ .*" E·· : .................. 1 ~ AL TON G. ROGERS 2 ~···.··············:··1 P E N 50833n ~·· 50833 :$ N rs, . . o. 'l\o,;!/ci:Ns~~-:~'<1"6!' ~____, \. ~.s; .••.. ·~&-.#" ,,,._.;IONAL€ -.,,,,~~- Drainage Report College Heights, Lots 17 and 18 Block D 1 Table of Contents Montelongo' s College Heights, Lots 17 and 18, Block D Proposed Retail Introduction: ..................................................................................................................................... 1 General Location and Description ................................................................................................... 1 Primary Drainage Basin Description ............................................................................................... 1 Drainage Design Criteria ................................................................................................................. 2_ Drainage Facility Design .................................................................................................................. 2- _1 Conclusion ....................................................................................................................................... J Exhibits FEMA Flood Insurance Rate Map Excerpt "A" Drainage Area Map -Existing Condition "B-1" Drainage Area Map -Proposed Condition "B-2" . Drainage Area Calculations "C" Routing Hydrograph "D" Drainage Report College Heights, Lots 17 and 18 Block D 11 Introduction: Storm Drainage Report Montelongo's College Heights, Lots 17 and 18, Block D Proposed Retail This storm drainage report is intended to cover the necessary drainage infrastructure for the proposed development site improvements. The parameters used for design and the existing conditions of the on-site area are incorporated to show how the final drainage design will accomplish the desired drainage objectives per the City of College Station Drainage Policy and Design Standards. (DPDS) General Location and Description: The proposed building is located in the northern portion of College Station. The project site contains two commercial lots located along University Drive East at the intersection of Nimitz Street. The lots are platted as Lots 17 and 18, Block D College Heights, and is zoned PDD-B. The 0.34 acre site is previously developed residential area and slopes with an average 3% slope. The current land cover is considered partially natural grassland and impervious area, and the proposed site will contain both landscaped areas and impervious areas. The proposed site is owned by Mr. Jesse Montelongo Jr., of College Station. Primary Drainage Basin Description: The current site drains from the southwest side of Lot 17 to the northeast side of Lot 18, Block D College Heights. Storm water flows on the surface across Lots 17 and 18 to University Drive and flows easterly to the storm sewer located at after McArthur Street in front of the center at 505 University Drive East. The developed site drains to the east comer of Lot 18 into a Drainage Report College Heights, Lots 17 and 18 Block D 3 Tributary of Burton Creek. Based on the City DSPS and the fact that the site is located in the Burton Creek Watershed, Gessner Engineering used the 100 year storm even for the drainage design. No portion of the site is within the 100 year flood plain per the Federal Emergency Management Agency Flood Insurance Rate Map Panel 48041C0142 C. for Brazos County, Texas and Incorporated Areas effective July 2, 1992 (see Exhibit "A"). Drainage Design Criteria: All drainage design is in accordance with the City DSPS. The design rainstorm is the 100 year storm event. Flow calculations for all drainage areas are based on the Modified Rational Method. Storm recurrence intervals used were the 10, 25, 50, 100 year interval storm event. The storage volume required for the detention facility is based on calculations outlined in the City DSPS method of subtracting pre-and post-development hydro graphs and peak flows computed using the Rational Method for one hundred (100) year design storm event. The site requires 0.0032 ac-ft of storm water storage. Drainage Facility Design: The site will be served by a detention facility in the northeast corner of the parking lot extending towards the west of the parking lot. All impervious area created by the buildings and parking lot will be captured and routed to the detention area. The study point for the project is the outfall device of the proposed detention facility which consists of a five ( 5) inch wide curb cut feeding into a one (1) foot six (6) inch wide rip-rap rectangular channel with a six (6) inch curb. The detention area outflow elevation is 337.08'. The maximum detention pond elevation is 337.83' as determined by the nine (9) curb at the curb cut which tapers to a four (4) inch curb Drainage Report College Heights, Lots 17 and 18 Block D 4 01/3 0/2 004 11 :23 9795808841 ROGE RS ENG IN EERI NG PAGE 02 as shown on the siteplan. The detention area has a storage capacity of 0.9()37 ac-ft. The following summary table shows the Storage Requfred for the 10, 25 , 50, an.d 100 year events and the Storage Provided for the site. Study Point -Detention Area Pre-development Post-development Storage Required Storage Provided cfs cfs AC -FT AC-Ff Q10 2.012 3.564 0.0026 0.0070 Q2s 2.286 4 .044 0.0028 0.0070 Qso 2.360 4 .172 0.0030 0.0070 Q100 2.704 4.560 0.0032 0.0070 Gessner Engineering has provided two charts for your review in Exhibit E which depict storage versus elevation of the parking lot detention area and discharge versus elevation for the proposed weir. Conclusion: The Storage Required does not exceed the Storage Provided for the 10, 25, 50 , or l 00 year event. In all cases, including the 100 year event, storm water is released into the natural outfall. The drainage design for this site meets the requirements as stated in the City of College Station Drainage Policy and Design Standards. Drainage Report College Heights> Lots 17 and 18 Block D 5 Exhibit A Drainage Report College Heights, Lots 17 and 18 Block D 6 / ZONEX APPltOXIMATf SCAU O w:>FEET E!!3::::Es=~es!!!!C:=::=::==~ m1ou1 rutt 111mmr r111w BRAZOS COUNTY, TEW AND · INCORPORATED illA.s 111111 -Jm -IHI t ... 1141 C • ~·· .... · ..... ._ .. ,.._ ................... ... ................ c.~-. ..... ............. ..._.,..._ .... ~ -•. MAI' NUMBER 41G4!CQ142 C f1FECTIVE DATE; JULY 2, 1692. Thiole1111Clfllalll-ol•llClfll011clU..-..-..eedft mop. l -ut .. ated .. "Ill P-MIT' 0..-U-Thi• mop -not ..... Ctwlg• .,_,..,, __ m_,, ,,_ _m-••eqwntlDth•*t•..,lh• Ille -k. Partll 1-......... lnl>nnllllon-Nol_l'l_ .,,...,._ ,._.... _,,,,,.. -k1"9 ~M.o. ,.,_Map Store •--•.flma .oov Exhibit B Drainage Report College Heights, Lots 17 and 18 Block D 6 "" !;? ~ V\ ~ " .., )'$( J#J io C\I UJ t C) ~ C\I r> ..... "'t" <= 8"W117.5' 7.5' SIDE SETBACK t t NIMITZ STREET 50' R.O.W 1 """~ DRAINAGE AREA MAP ~ EXISTING CONDITION ~of' ~!JI' ~ -~s: ~q -a:: Cl) • S'>1!J!' fl: a -----t ----- ' 1 O""'. -------------· '----· 'J) I , v U -........ _ / / ..------------ 0 t --:i., _____ _.,.,.,,.,,,,.----------~-- .. 9.0tJc ___ ----------------------- --- t ----NIMITZ STREET . 50' R.O. W. -------------, ! ' " 1 '-,, "c·,. ":;,, .'- DRAl NAGE AREA MAP "·-, EXISTING CONDITION ,,'-,_ \ Exhibit C Drainage Report College Heights, Lots 17 and 18 Block D 6 Exhibit C Drainage Area Calculations o e ~e e1g S, OS an I oc C II H . ht L t 17 d 18 Bl k D (.) = C> ro c: ro (1) (1) ..... _J u. C1l <( 3: 3: (1) -g (.) 0 0 <: C1l a. .... u:::: u:::: (1) (1) 0 c: <( "O "O C> ..... Q; (1) c: c: Z:-0 <( E (.) I-0 C1l > C1l C1l ~ I-c: ro (1) (1) ]i -c:: -c:: 0 0 "(ii "O > (1) (1) (1) 0 I() 0 0 0 -> > ro I/) 0 ....... I() N 0 I() 0 ..... 0 c: C1l ~ ~ ....... 0 I-::::> a.. 0 0 (.) ::::> ....... 0 N 0 I() a ....... 0 - No . AC. 0 .3 0.9 ft. ft . ft/s min min In/Hr cf s In/Hr cf s In/Hr cf s In/Hr cf s Existing 0.340 0 .26 0.08 0 .149 130 4 1.2 1.806 1 .8 13.494 2.012 15 .330 2 .286 15.831 2 .360 18.135 2 .704 Developed 0 .340 0.11 0 .23 0 .240 130 4 3 .7 0 .586 0 .6 14.849 3.564 16.851 4 .044 17.383 4 .1 72 19 .165 4 .560 Developed Total: 3.564 4.044 4 .172 4.560 Exhibit D Drainage Report College Heights, Lots 17 and 18 Block D 6 .......... en u. (..) ......... 0 w C> 4.56 ~ 2.70 :c (..) en 0 O> l() ci POST-DEVELOPMENT HYDROGRAPH REQUIRED STORAGE VOLUME = .0032 AC-FT PRE-DEVELOPMENT HYDROGRAPH TIME, T (MIN) SIMPLIFIED METHOD OF DETERMINING STORAGE VOLUME 100 YEAR STORM EVENT Exhibit E Drainage Report College Heights, Lots 17 and 18 Block D 6 Elevation Vs. Storage 0 .00500 -.... LL I 0 .00400 u c( -Cl> Cl "' ~ 0 .00300 0 .... "' 0 .00200 ,, Elevation (Ft) Elevation of Detention Area {Ft) Storage Provided (CF) Storage Pro vided (AC-Ft) 337.08 0 0 .0 0000 337 .13 0 .342 0 .0 0001 337 .23 4 .2633 0 .0 0010 337 .33 13.4918 0 .0 0031 337.43 31.9295 0.0 0073 337 .53 66.3528 0.0 0152 337.63 123.0528 0 .0 0282 337.73 200 .7768 0 .0 0461 337.83 303.3927 0 .0 0696 Elevation Vs . Discharge -en 2.00 LL ~ Cl) Cl ... nl ~ 0 1.50 Ill Ci 0 .50 0.00 -l-~~~~-<11~""":::......:_~~~~..-~-=-:::.:.::;~~~..-~~:..:,_~~--;::....;~~~~~~..-~~_...;:.:....~~...-~~..::.;.~ ....... ~ ...... --_...;...:;;;..;;_;;.._~,....... ....... ~.::..;;~ ....... ~ 337 337.1 337.2 337.3 337.4 337.5 337.6 337.7 337.8 337 .9 Elevation (Ft.) Elevation of Detention Area (Ft) Discharge (CFS) 337.08 0 .00 337 .13 0 .05 337.23 0.28 337.33 0.60 337.43 1.00 337.53 1.45 337.63 1.96 337.73 2.52 337.83 3.13 January 22 , 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 : Robert L. Payne , Jr., Via fax 696 .8114 ii FROM: Bridgette George , Assistant Development Manager SUBJECT: DP-MONTELONGO'S -Development Permit Staff reviewed the above-mentioned construction 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 , approval and issuance of the development permit: __ One (1) copy of the revised construction documents . If there are comments that you are not addressing with the revised construction documents, please attach a letter explaining the details. If you have any questions or need additional information, please call Carol Cotter or myself at 764.3570. Attachments: Staff review comments cc : Jesse Montelongo , Jr., Via fax 764 .0899 v Thomas Gessner, Via fax 680 .8841 Case file# (03-00100091) H ome of Texas A&M University STAFF REVIEW COMMENTS NO. 1 Project: DP-MONTELONGO'S -DEVELOPMENT PERMIT (03-00100091) ENGINEERING 1. Provide Stage Storage and Discharge information . What is the storage and discharge at each increase in elevation? 2. What is the outflow from the detention pond? It can be no more than the pre- developed runoff. 3 . Do you have enough of a landing in between the two sidewalk ramps on either side of the drainway to meet ADA requirements? 4 . Make sure the runoff is diffused as to not create a hazard . You may want to add diffuser blocks up stream of the sidewalk to help return concentrated flow to sheet flow . Making the landing wider may also help . 5 . How did you determine the volume of the parking lot detention? Reviewed by : Carol Cotter Date : January 22, 2004 NOTE : Any changes made to the plans , that have not been requested by the City of Coll ege Station , must be expla ined in your ne xt transm ittal letter and "bubbled " on your plans . Any additional changes on these plans that have not been pointed out to the City , wil l constitute a completely new rev iew . Staff Review Comments Page 2 of 4 -, ·" 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 January 12 , 2004 TO : Robert L. Payne , Jr., Via fax 696 .8114 / FROM : Br idgette George , Assistant Development Manager SUBJECT: DP-MONTELONGO'$ -Development Permit Staff rev iewed the above -ment ioned construction documents as reques ted . The following page is a list of staff rev iew comments detailing items that need to be addressed . Please address the comments and submit the following information for further staff review , approval and issuance of the development permit: Two (2) cop ies of the revised Drainage Report One (1) copy of the revised construction plans . If there are comments that you are not addressing with the revised construct ion documents , please attach a letter explaining the details . If you have any questions or need additional informat ion , please call Carol Cotter or myself at 764 .3570 . Attachments : Staff review comments cc : Jesse Montelongo , Jr ., Via fax 764 .0899 ./ Thomas Gessner, Via fax 680 .8841 v Case file# ( 03-00100091) H ome of Texas A&M University STAFF REVIEW COMMENTS NO. 1 Project: DP-MONTELONGO'S-DEVELOPMENT PERMIT( 03-00100091) ENGINEERING 1. The subject property is within the Burton Creek Watershed, which is a mandatory detention area for the 100-year storm . Please revise drainage report. 2 . Show how you arrived at the flowrates for Pond Out. If you only have enough detention for the 25-year storm , how does the flow out not change? 3 . Use silt fence with hay bales in the pathways of concentrated flow . You removed the detail of the silt fence with hay bales. 4. Provide revised outfall since there is not a 6" curb to University . Reviewed by: Carol Cotter Date: January 8 , 2004 NOTE : Any changes made to the plans , that have not been requested by the City of Co llege Station , must be explai ned in your ne xt transmittal letter and "bubbled " on your plans . Any additional changes on these plans that have not been pointed out to the C ity , will constitute a completely new review . Staff Review Comments Page 2 of 4 \\--\Xb -()3 DEVELOPMENT PERMIT MINIMUM SUBMITTAL REQUIREMENTS D $200.00 development permit fee . D Drainage and erosion control plan , with supporting Drainage Report two (2) copies each D Notice of Intent (N.0.1.) if disturbed area is greater than 5 acres Date of *Required Preapplication Conference: ______________ -_____ _ *(Required for areas of special flood hazard) LEGAL DESCRIPTION Lot 17 & 18, Block D-College Heights, College Station-. TX --~---~"'"'""'--'~"'--~~'"""--'--'-=~=""-"-=.=.:l<=....;::o..=,~7 :=..l......:....;...,:..._ _____ ~ APPLICANT'S INFORMATION (Primary Contact for the Project): ~ Name Robert L. Payne E-Mail rpayne~ne.com Street Address 1509 Emerald Pkwy Suite 104 City College Station State ....:..T"""'X'---- Phone Number 979-696-7272 PROPERTY OWNER'S INFORMATION : Zip Code 77845 Fax Number 979-696-8114 Name Jesse Montelongo Jr. E-Mail--------------- Street Address 900 Harvey Rd. Suite 3-B City College Station State TX Zip Code 77840 Phone Number 979-696-1451 Fax Number J ~ lj .--01>qq ARCHITECT OR ENGINEER'S INFORMATION: Name Thomas Gessner Street Address 1712 Southwest Pkwy Suite 105 City College Station State ....:..T"""'X'---- Phone Number 979-680-8840 E-Mail tgessner@gessnerengineering .com Zip Code 77840 Fax Number 979-680-8841 Application is hereby made for the following development specific site/waterway alterations : ACKNOWLEDGMENTS: I, Jesse Montelongo Jr., 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 . ~ 6/13/03 1 of 2 ; 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 g~~ A. I, Thomas Gessner, 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 . . ,~~ v Engineer Date B . I, Thomas Gessner, 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, Thomas Gessner, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code , Chapter 13 concerning encroachments of floodways and of floodways fringes. -----/'L;_vfo, Engineer Date D . I, Thomas Gessner, do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date , Conditions or comments as part of approval :------------------------ In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities . 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. 6/13/03 2 o f 2 ' . j ({W' COLLEGE STATION SITE PLAN APPLICATION MINIMUM SUBMITTAL REQUIREMENTS _L Site plan application completed in full. _Z $200 .00 Appl ication Fee. __ $200.00 Development Permit Application Fee. FOR OFFICE USE ONLY P&Z CASE NO.: DATE SUBMITTED: -=:=-_ $600.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public waterline, sewerline , sidewalk, street or drainage facilities is involved .) _/Eleven (11) folded copies of site plan 7 One ( 1) folded copy of the landscape plan . -=-One (1) copy of building elevation required for buildings with a footprint of 20 ,000 sq. ft . or greater _L A list of build ing materials for all facades that are visible from the public right-of-way. ___LA copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. Parkland Dedication requirement approved by the Parks & Recreation Board , please provide proof of approval (if applicable). Date of Preapplicatio.n Conference: _______________________ _ NAME OF PROJECT tv\ o~ TE.L,oi-J ea C> 16. ADDRESS 4o~ ~N\\1£Q..1>lI"tj t:?@\1£.. £~ LEGAL DESCRIPTION l.oi& n ~ t 'b ~(,,. 0 c:.t>(.J. Ecg.. µ..... APPLICANT/PROJECT MANAGER'S INFORMATION (PrirnP~ Name ~ L. PAYtJe., c:>R . Street Address ~ Ef4\12'1H.O J?lG State _Ti........_ ___ Zip Code :rrb'fS Phone Number fttl't) ~'ih-,2Jl. PROPERTY OWNER'S INFORMATION : Name JESSE M~o . .\12. • Street Address "{Q:> ~W."( RQ !~U'l°E State ~TX---Zip Code ,12>"\0 Phone Number C91") 0"\t>-\c..\45>\ ARCHITECT OR ENGINEER'S INFORMATION : Name ~T L. ~1'-lE.> .)&t.... Street Address '~ EMERH.o P.o-a..k.wb'f"~ ~1ty c~ ~ State ~ Zip Code ,~S E. ...... Address ~~"'!NE€ Rl..PA"1N£. ~ Phone Number l~~"°lE>· 7'2..1Z. Fax Number {'i1.,J 6,6 -t?l\'t 6/1 3/03 I of 6 OTHER CONTACTS (Please specify type of contact, i.e . project manager , potential buyer , local contact , etc .) Name tD MOfLE"( (PflolfGT N@cMNaER.) Street Address 2.ls\ HM'IE.')' M rn::.t\EJA. PHW..Wl(!(,<JE. ~ City ~ State Tl Zip Code =rrat.t~ E-Mail Address ------------- Phone Number l'i1't) 1&4 -f21V\ Fax Number l'.'.51°1) =i"'f-'212..\ CURRENT ZONING L'°3> ( fDD l'...\le.~1', M!A11Tt-lq CWNG\k ~~ PRESENT USE OF PROPERTY "!<E~ lOEN"rJ~ RENT& PR.of>E<t..~ PROPOSED USE OF PROPERTY 6)~~~EN1i.1-PA{ :.mw -SMAM.,. IZ£TA-LL VARIANCE(S) REQUESTED AND REASON(S) ___________________ _ #OF PARKING SPACES REQUIRED t \ -~-- MUL Tl-FAMILY RESIDENTIAL Total Acreage ____ _ Floodplain Acreage __ _ Housing Units ____ _ ___ #of 1 Bedroom Units ___ #of 2 Bedroom Units ___ #of 3 Bedroom Units ___ #of 4 Bedroom Units FOR 2 BEDROOM UNITS ONLY ___ #Bedrooms = 132 sq . ft . ___ # Bedrooms < 132 sq . ft . #OF PARKING SPACES PROVIDED \\ ---- PARKLAND DEDICATION #of Multi-Family Dwelling Units --x $452 = $ ______ _ _ __ #of acres in floodplain ___ #of acres in detention ___ #of acres in greenways ___ date dedication approved by Parks Board COMMERCIAL Total Acreage .M ~°v Building Square Feet 0 sroa Floodplain Acreage _____ _ NOTE: Par1dand Dedication fee is due prior to the issuance of a Building Permit The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. Date ENGINEERING 1. Submit development permit application and drainage report. 2. Provide proposed flow lines of rip-rap channel. 3. Are you planning a separate irrigation meter? 4. What is Waterline Connection Detail 12 for? It appears that you will be tying into existing meter and not tapping the main 5. Verify that the Concrete Drainway Detail 10 will be bolted down, capable of supporting a truck, and that the surface will meet ADA requirements. 6. Concrete Drainway Detail 10 shows brass screws at 6 feet C-C. Verify unit. 7. Identify on the Site Plan where hay bales for erosion control will be required. Reviewed by : Carol Cotter Date: December 9, 2003 ELECTRICAL 1. Developer installs conduit per city specs and design. 2. Developer provides 30' of rigid conduit for riser poles. Developer installs first 1 O'. City installs remainder. 3. Developer pours transformer pad(s) per city specs and design. 4. Developer installs pull boxes as per city specs and design.(pull boxes provided by the city. 5. Developer provides digital AutoCAD 2004 version of plat and/or site plan. email to rbolin@cstx.gov 6. Developer provides load data for project. 7. Developer provides temporary blanket easement for construction purposes. 8. Developer provides easements for electric infrastructure as installed for electric lines. Reviewed by: Ronnie Bolin Date: 11-26-03 MISCELLANEOUS 1. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double-Check Back Flow Device, and installed as per City Ordinance 2394. 2. All BackFlow devices must be installed and tested upon installation as per City Ordinance 2394. NOTE : Any changes made to the plans , that have not been requested by the City of College Station , must be explained in your next transmittal letter and "bubbled " on your plans . Any additional changes on these plans that have not been pointed out to the City , will constitute a completely new review. Page 3 of 3