Loading...
HomeMy WebLinkAbout7 Hollemon Retail Center 05-11 2001 Texas AveCITY OF COLLEGE STATION Planning & Development ~r11 ice1 SITE LEGAL DESCRIPTION: Pooh's Park Lot 1 R, Block 1 DATE OF ISSUE: 08/05/05 OWNER: Ponderosa Land Development 5005 Riverway Houston, TX 77056 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: DEVELOPMENT PERMIT PERMIT NO. 05-11 FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE ADDRESS: 2001 Texas Avenue S DRAINAGE BASIN: Wolf Pen 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 construct ion 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 outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Date ~;{7.,-d~ Date /V Windrose Land Services, Inc -5%-~ _____________ Ph_o_n_e .... (7_1 ... 3J.._14_0s_6:_.:_~-i~_:F_~_J ... ~i_d~ ... ;)_;;_~_:._t~_9~-~ ~-~# Professional Surveying & Engineering Services ..F July 26 , 2005 Mr . Josh Norton Ci t y of College Station -Department of Public Works 1101 Texas Ave . College Station , Texas 77884 Phone : (979) 764 -3570 Re : Cost Estimate for Fire Hydrant at Holleman Retail Center Dear Mr. Norton , The cost estimate for proposed utilit ies to be turned over to public works is as follows : QUANTITY UNIT DESCRIPTION 1 EA. FIRE HYDRANT (PER C .O .C .S. DETAIL) 60 LF . 22 LF . 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA Sincerely, John D . Gerdes , P.E. Direct or of Eng ineering 6 " C-909 WATER LINE (FIRE LINE ) 8 " C-909 WATERLINE (FIRE LINE) 8" GATE VALVE 8 "X8"x8 " TEE 8"x6 "x6 " TEE 6 "x6 "x2 " TEE 12"x 12 "x8" TEE 12 " GATE VALVE UNIT COST $2 ,000 .00 $12 .00 $14 .00 $800 .00 $400.00 $400.00 $400.00 $400 .00 $1 ,200.00 GRAND TOTAL Y:\Projects\3647 0-Pooh's Park \En gineering -EN \Co mmunicat ion \Cost Estim atet_a h_072 6 05 .doc TOTAL COST $2 ,000 .00 $720 .00 $308 .00 $800 .00 $400 .00 $400 .00 $400 .00 $400 .00 $1 ,200 .00 $6 ,628 .00 STM Architects and Associates. L.L .C . d ba STM & Associates NtJ. ,...,...""=,,......_,..~~~~-.-~~~~~~~...., JOB NO. TO Crf1 aF Wtty6 Ei'437od //o/ 7lJxJ>& 4.tSM.JfS) fb. t.50x C)9c,.o lwE ARE SENDING YOU O Attached CJ Under separate cover via ATTENTION: RE: 0 Shop drawings D Prints l!Jrf"J ans O Samples the following terms : 0 Specifications O Copy of Letter O Change order [J Other ________________ _ COPIES DATE NO. DESCRIPTION !THESE ARE TRANSMITTED as checked below [J For approval O For your use [J As requested D Approved as submitted O Approved as noted CJ Returned for comments CJ Res C!Sub1 L]Rett [J}POr review and comment ------------- 0 FOR BIDS DUE---------0 PRINTS RETU REMARKS : __________________ _ --SIGNED : CITY OF COL EGE srnno.~ *** CUSTOiER RECEIPT *** per: ~rJWE Type: CT ) awer: 1 ~~e. & 27105 00 Receipt no: 280725 ~ ~ clC I Jua t1ty 2 05 ""00042 L PLA i. 'ING AND ZONING 1. 00 SHI A~lD ASS C SITE PLA RESUB 1I TAL Lff CK 1409 Te ,er detn L PERSONA~ 1409 ~ otrt. tendered T tal p~yr ent A Ol!llt $200.00 $200.00 $~00.00 Trans oate: 6/27/05 f1 e: 10:%:~8 At, YOU If enclosures are not as noted, kindly notify us at once. 8705 Katy Freeway , Suite 202 • Houston, Texas 77024 • Ph: 713-468-7557 • Fax: 713-468-7693 ns -~>-\~ \1)Q"-"'-\.o -">1 ·65 ' , N Windrose Land Services, Inc ~~ 10675 Richmond Ave, Bldg 7 / "''{ 1 0 _,.. Houston, Texas 77042 ~....___~~ ~ __________________________ P_h_on_e_(7.._13-~_45_~_2_2_B_1_F<_sx_,_(7_1_3)_4_6_1_-1_1 __ s1 / = Professional Surveying & Engineering Services .F June 17, 2005 Ms. Carol Cotter Development Services City of College Station RE: Fire Flow of Analysis for WLS Project: Texas and Holleman -REVISED WLS Project#: 36470E Dear Mrs. Cotter: This letter summarizes and details the design of the fire hydrants for the above referenced project. The proposed 12" water line will be utilized to service the project site. The existing 8" water line was used to perform the analysis, and predict the performance of the 12" line. Please see accompanying plan sheet for construction details. The fire hydrant shall be in accordance with the City of College Station standards. The criteria used for analyzing the proposed water line came from the TCEQ, Chapter 209 Public Drinking Water Rules and Regulations, the Bryan/College Station Unified Design Guidelines, and information obtained from the City of College Station Public Utilities Department. The following items were analyzed as part of this summary: 1. Line Size Requirements: a. Based on TCEQ, 290.44© minimum size is 2"0 b . Based on B/CS Unified Guidelines, minimum size is 6"0 2. Pressure Requirements : a. Per TCEQ 290.44( d), 35 psi and flow rate of 1.5 gpm per connection b. If fire-fighting capabilities are required, 20-psi minimum combined fire flow and water service capabilities. 3. Fire Flow Requirements: a . Per City requirements , the required Fire Flow capabilities are based on the International Building Code (/BC) that talces into account the type of building construction and building square footage (Appendix B). ' . N' Windrose Land Services, Inc ~ 10675 Richmond Ave, Bldg 7 / "''<. "' 0 _,. Houston, Texas 77042 .I#" :;>ti'' :F _____________ P_h_on_e_(_7_13) 458-2281 Fax (713) 461-1151 ~ Professional Surveying & Engineering Services .r Table 1 illustrates the data used for determinin the re uired fire flow requirements per the !BC. Type of Construction IIB Building Area (s . ft.) 16,000 Table 1 Fire Flow Req . ( m ) 2750 Req. Flow Duration (hrs) 2 Based of Fire Flow tests provided by College Station Utilities, each proposed fire hydrant will produce 1,350 gpm. Using 2 fire hydrants, 2,700 gal/min/building will be produced. There is an additional fire hydrant within 300 feet , which is also capable of producing similar Fire Flow rates . All fire hydrants are located within the required 300 feet. Table 2 illustrates the performance of the existing 8" water line with the required fire flow requirements and shows that the proposed velocities will be within City requirements. The proposed 12 " water line , with two fire hydrants , will provide enough Fire Flow rate to produce the required 2750 gpm. In an emergency case where an additional fire hydrant is needed , a frre hydrant located within 300 feet is available on the adjacent 18" water line. Table 2 Average Pressure Pipe Dia. Flow Rate Velocity ( si ) (in) ( m ) (fps) 96 8 1350 8.6 Assume 90* 8 1350 8.6 102 18 1350 1.7 Assume 90* 12 1375 ** 3.9 Table 3 illustrates the normal water demands imposed. Table 3 Type of Normal Water Adjusted Peak Hourly M eter Velocity Meter Demand Daily Flow Flow Size ( d ) ( d ) ( d) (in ) (fps) 3A" (T .) 125 187.5 562.5 3A 0.28 3A" (Pot. Rest) 300 450 1350 3;4 0 .68 The water demands for 6 meters are typical retail usage . If in the event a restaurant is put in place, 2 water meters are capable of splitting the 600 gallons of adjusted daily flow . If water demand of the proposed res taurant exceeds 600 gpd, then a new meter with capacity will need to be installed . ----_________________ ____, A' Windrose Land Services, Inc ~ 10675 Richmond Ave, Bldg 7 / #'< 1 o..,.. Houston, Texas 77042 ~-.____~~ "'1T __________________________ P_h_on_e_(_1_13_~_4_5~ __ 22_s_1_~_ax....,(71....,,3J_4_6_1_-1_1s __ 1 / = Professional Surveying & Engineering Services ..r Please call if you have any questions. Respectfully, :z·0a John D. Gerdes, P.E . Director of Engineering Attachment: COCS Fire Flow Test "'""''"""'\\\.,. -¢" ~ OF r~ 'lt :;~)-···········!i~;f_ q"' :::: e;,,.· * ... 1,St ii ,_.,. •. *o ;!*/ \ *~ ;-t ••• .: ••••••••••••••••• ·-·····-····~ ~JOHN D. GERDES ~ ~ ............................. ., .... ~ ~ ~\.. 88497 ./,: i ~.O~. ··.~.~C£Nct.£. 9,.~· ~ft,# ~ ~$ ..... ~:ro· ~" -A\. ~ '.\.U~ -I?-(::}:;- * No Flow Test Report has been generated for this fire hydrant, similar conditio ns were assumed to perform the required analysis . **The Fire Flow rate for the 12" water line has been assumed to perform the required analysis . • Notice of Proposed Installation Utility Line on Controlled Access Highway To the Texas Transportation Commission c/o Distr ict Engineer J:exas Department of Transportation Co\lB;;~ ~ctJ , Texas Date J UN:£: ~ 1 Ja>5 Formal notice is hereby given that ~~Q£A:f;A \.AND rn(.t;;lvpn®= . Companyproposestoplacea 6 ~~:z y. l?E=R ~ ~A-:.-UDN . line within the right of way of ~ A..'-'~. in C~? ~c:tJ I ~:o? County Texas as follows : (give location, length, general design , etc.) ar M ~tH:~~ ~~~or-~~~~ The line will be constructed and maintained on the highway right of way as shown on the attached drawing and in accordance with the ru les , regulations and policies of the Texas Department of Transportation (TxDOl), and all governing laws, including but not limited to the "Federal Clean water Act,· the "National Endangered Species Act ,· and the "Federal Historic Preservation Act.· Upon request by TxDOT, proof of compliance with all governing laws, rules and regulations will be submitted to TxDOT before commencement of construction . Our firm will use Best Management Practices to minimize erosion and sedimentat ion resulting from the proposed installation , and we will revegetate the project area as ind icated under "Revegetation Special Provisions ." Our firm will ensure that traffic control measures complying with applicable portions of the Texas Manual of Un iform Traffi c Control Devices will be installed and maintai ned for the duration of this installation . The location and description of the proposed line and appurtenances is more fully shown by ---------- complete sets of drawings attached to this notice . Construction of th is line will begin on or after the I Month/Day/Year By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit k l \JN I~ lt'b~ 0 sm/I ~, Zip Form 1082 (Rev. 812002 ) Page2ot 2 APPROVAL To :fajbWc$A \)Nb ~AX/MttJl Hwy. No . ~rfrlt~Tt;(e ~ :~ ---------County, Texas Offset ------Offset --------- MNT Sec. No. Date --------------- TxDOT offers no objection to the location on the right of way of your proposed line as shown by accompanying drawings and notice dated -------------except as noted below. Month/Day/Year Your attention is directed to governing laws, especially to Title 6 Roadways , Chapter 203 , Subchapter C , Control of Access, §203.031 . Access for serving this installation shall be limited to access via (a) frontage roads where provided , (b ) nearby or adj acent public roads or streets, (c) trails along or near the highway right of way lines , connecting only to an intersecting road; from any one or all of which entry may be made to the outer portion of the highway right of way for normal service and maintenance operations. The Owner's rights of access to the through traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Owner in making emergency repairs as required for the safety and welfare of the public , the Utility Owners shall have a temporary right of access to and from the through traffic roadways and ramps as necessary to accomplish the required emergency repairs , provided TxDOT is immediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility Owner for convenience and safety of highway traffic. It is expressly understood that TxDOT does not purport, hereby, to grant any right, claim , title, or easement in or upon this highway; and it is further understood that TxDOT may require the owner to relocate this line, subject to provisions of governing laws , by giving thirty (30) days written notice. You are requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right of way, so that we may provide specifications for the extent and methods to govern in trimming, topping , tree balance , type of cuts , painting cuts and clean up . These specifications are intended to preserve our considerable investment in highway planting and beautification , by reducing damage due to trimming. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Owner fa ils to comply w ith any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance . •General Special Provisions: • Revegetation Special Provisions: In order to minimize erosion and sedimentation resulting from the proposed installation , the project area will be revegetated D D in accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate grass seed mix to be used or as indicated on the attachment. Please notify ___ ~----------------------forty-eig ht (48) hours prior to starting construction of the line in order that we may have a representative present. TxDOT District Engineer District Signature Area Code Telephone Number lkxa• ~Oil~ (R ev. 8/2002) (GSD-EPC ) Page 1 of2 Notice of Proposed Installation Utility Line on Controlled Access Highway To the Texas Transportation Commission clo District Engineer ~ment of TQNsportation Q ~ ~1] , Texas Formal notice i• hereby given Iha! ~b~ \Jtlb 1)t.I/~ Company proposes to place a '1 ~ . line within the right of way of ~1:::3i£ in r= :=ncN ,fPJt¥05ounty Texas as follows : (give location , length , general design, etc.) ~;~~~ i#"\JR== oN ~~ f0U.W- The line will be constructed and maintained on the highway right of way as shown on the attached drawing and in accordance with the rules , regulations and policies of the Texas Department of Transportation (TxDOl), and all governing laws . including but not li mited to the ·Federal Clean Water Act," the "National Endangered Species Act," and the "Federa l Historic Preservation Act ." Upon request by TxDOT, proof of compliance with all governing laws , rules and regulations will be subm itted to TxDOT before commencement of construction . Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation , and we will revegetate the project area as indicated under ·Revegetation Special Provisions .· Our firm w ill ensure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation . The location and description of the proposed line and appurtenances is more fully shown by _________ _ complete sets of drawings attached to this notice . Construction of this line w ill begin on or after the ,.)J\Jt::; ~ 1 2ce>S- Month/Day/Year A rea Code Telephone Number ]Jo4;h Zip Form 1082 (Rev. 812002) Pag<i 2 oC 2 ______ Offset --------- Offset ---------------County, Texas MNT Sec. No . Date -----~ --------- TxDOT offers no objection to the location on the right of way of your proposed line as shown by accompanying drawings and notice dated -------------except as noted below. Month/Day!Yea r Your attention is directed to governing laws , especially to Title 6 Roadways , Chapter 203, Subchapter C, Control of Access, §203 .031 . Access for serving this installation shall be limited to access via (a) frontage roads where provided , (b ) nearby or adjacent public roads or streets , (c) trails along or near the highway right of way lines , connecting only to an intersecting road; from any one or all of which entry may be made to the outer portion of the highway right of way for normal service and maintenance operations . The Owner's rights of access to the through traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except , however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action requ ired by the Utility Owner in making emergency repairs as required for the safety and welfare of the public , the Utility Owners shall have a temporary right of access to and from the through traffic roadways and ramps as necessary to accomplish the required emergency repairs , provided TxDOT is immediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility Owner for conven ience and safety of highway traffic. It is expressly understood that TxDOT does not purport, hereby , to grant any right , claim , title , or easement in or upon this highway ; and it is further understood that TxDOT may require the owner to relocate this line , subject to provisions of governing laws , by giv ing thirty (30) days written notice . You are requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right of way, so that we may provide specifications for the extent and methods to govern in trimming , topping , tree balance , type of cuts , painting cuts and clean up . These specifications are intended to preserve our considerable investment in highway planting and beautification , by reducing damage due to trimming. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners . In the event the Owner fails to comply with any or all of the requirements as set forth herein , the State may take such action as it deems appropriate to compel compliance . • General Special Provisions : • Revegetation Special Provisions: In order to minim ize erosion and sedimentation resulting from the proposed installation, the project area will be revegetated D D in accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate grass seed mi x t o be used or as indicated on the attachment. Please notify __________________________ forty-eight (48) hours prior to starting construction of the line in order that we may have a representative present. TxDOT District Engineer District Signature Area Code Te lephone Number . ~ PLANNING OPSTAFF REVIEW COMMENTS NO. 3 Project: HOLLMAN RETAIL CENTER ---05-00500042 1. You have shown the location of a new sign with this submittal. Since the location of a sign cannot be permitted through site plan review, please either remove the new sign and note 125 that you have shown, or add an additional note that states that signs must be reviewed and permitted separately. Re: See note #29 at sheet A-1.0 2. Please remove the legend that you have added to the site plan regarding interior parking islands. This table gave me the information that I needed to determine that you are in compliance with the requirements, but needs to be removed since the chart itself is incorrect. Re: Site drawing No. A-1.0 has been updated and the parking square footage calculations legend has been removed. ENGINEERING 1. The fire flow report that you submitted for this project is incorrect. I think you have it crossed with the Texas Pavilion project. You state that the waterline is 18" and will serve a bank and Texas Pavilion. Please rectify report . Re: Fire flow report revised and resubmitted 2. The IntemationalFire Code requires3 fire hydrantsfor 2,750 gpm flow. However, the Fire Marshall has agreed to allow the use of the hydrant across Holleman as the third hydrant. Re: No response required. 3. The tie in to the existing water line in Texas Avenue and to the storm inlet in Holleman Drive will require an agreement with the Contractor on the utility project currently under construction. The copy of the agreement will need to be submitted prior to plan approval. Re: Resolved, owner's contractor to install 8" tee and come back and install 12" tee when proposed future waterline is in place. 4. Please refer to BCS Unified Design Guidelines . A number of your construction notes on Sheet C2 are in conflict. (Repeat comment) Re: Construction notes revised per city of College Station comments and per conversation with Josh Norton and Carol Cotter. 5. The TxDOT Utility permits need to be submitted through the City of College Station. Four copies of permit and supporting documents required (water line design docs and drainage report). (Repeat comment) Re: TX DOT utility permit applications attached with plans. • 6. Our paving requirement for fire lane (medium duty) is "4@ 18" OCEW. Re: Paving detail revised for #4 bars @ 18" OCEW. 7. Please add note that all water and sanitary sewer construction shall be in accordance with BCS Unified Design Guidelines, Specifications, and details. Re: Note added on construction note sheet and on utility plan. 8. Sheet C5 -Section A-A shows a 6" line, but the tap call is for an 8" line. Re: Section A-A revised to show 8" tap. 9. Sheet C5 -You cannot tap size on size. You will need to cut in a tee. Re: A proposed tee has been called out. 10. Sheet C5 -Valve requirements are one less than each leg of a tee or cross. You will not be required to install the 8" valve on the existing main at this time, but need to include the cost of a 12" valve in the aforementioned agreement with the contractor that is currently constructing the new 12" water line. Re: Refer to response no. 3. 11. The easement you are required to dedicate is on the adjacent property. That property owner is the one who will need to sign the easement. The supporting documents (title report, etc.) need to be for the adjacent property. This easement will need to be dedicated prior to Site Plan approval. Re: Windrose Land Services prepared metes and bounds and owner is preparing the remaining document. 12. Appropriate documentation will need to be provided to show that you have permission for construction of water lines and services on adjacent property prior to Site Plan approval. Re: Refer to response on no. 11. 13. $600 is required for public infrastructure inspection. Re: Owner to pay fee at time of inspection. 14. Sheet C2 states that the sidewalk will be 5' wide. As previously commented, City of College Station requires a 6' sidewalk placed at back of curb on minor arterial streets, Holleman Drive. Re: Sheet C2 revised to show that City of College Station requires 6' sidewalks. 15. Please note: Regarding the driveway to be removed on Texas Avenue, the curb will need to be saw cut and the new curb dowelled in. Any damage to the street will have to be repaired according to City standards (no cold mix asphalt). Re: See sheet C4. 16. Keep in mind that the hotel cannot be without fire protection. How will the hotel have fire protection while the fire hydrant is being relocated? The relocated fire hydrant may have to be a new one. Re: Fire hydrant no longer being relocated, proposed fire hydrant to be installed prior to removal of existing. Notice of Proposed Installation Utility Line on Controlled Access Highway m 1082 (Rev . 9-93) !vious ve~ion(s) are obsolete.) , the Texas Transportation Commission , District Engineer xas ~ment of Transportation 31\t , Texas Date 04· ZO ·Ql2 rmal notice is hereby given that 511-\ ~Ci \CC::> ,mpany proposes to place a ~ l ~~i '\/ \AA1Ef;..Ll ~E tewithintheright-of-wayof =c; fL~n COLL~ ?rAfl<?N County , xas as follows: (give location, length, general design, etc.) .0E£_ A111\Ct{.E D ~~\MENT OF TAANs.o. ~"<3 BRYAN V.i9~ 'I AREA OFFICE "'-6 '"'" APR 2 1 2005 ~ ~l:ce1vt:.Q ie line ?.i ll be constructed and maintained on the highway right-of-way as shown on the attached drawing and in cordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all verning laws, including but not limited to the "Federal Clean Water Act ," the "Federal Endangered Species Act," and e "Federal H istoric Preservation Act." Upon request by TxDOT, proof of compliance with all governing laws , rules, and gulations will be submitted to TxDOT before commencement of construction . .ir firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed stallation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." .ir firm will insure that traffic control measures complying with applicable portions of the Texas Manual of Uniform ·affic Control Devices will be installed and maintained for the duration of this installation. ie location a nd description of the proposed line and appurtenances is more fully shown by __ __.. ____ complete ts of drawings attached to this notice . Jnstruction of this line will begin on or after the ~O~ day of~/tRJ~~-L~------'~ zeti?. y signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the 1nditions/provisions included in this permit. Firm ~JM 1 A'.2::«:AAJE S By (Print) ~@?'( zA[t::. Signature ___ -~-f"""'"1,...'.f ... ~J""'~~"f--.------------ Title ___________________ _ Address 87()2 J<A-r Y f\A) \{ 5t 20 2 -HOO SfON 11J \ 1 JOZLi Phone No. J l2J ·L{b8 · J 5 ')] N" Windrose Land Services, Inc ~/ ~~--~~~ _ 10675 Richmond Ave, Bldg 7 ff , ~ -Houston, Texas 77042 ~ :>j'I< E Phone (713) 458-2281 Fax (281) 496-3869 Y= ' =-______ P_r_o_fi_e_s_s-io_n_a_/_S_u_rv_e_y_i_n_g_&_E_n_g_in_e_e_r-in_g_S_e_rv_ic_e_s_ f April 13 , 2005 City of College Station Planning & Development Services College Station, TX 77840 Re: Drainage Report for Holleman Retail Center at the Southeast corner of Texas Avenue (SH 6) and Holleman Drive EXIST CONDITIONS The site has recently been re-plated . The original tract was 2 .66-acres known as Pooh 's Park Subdivision, Section 1. The RePlat of Pooh 's Park Subdivision has divided the tract into two lots, LOT 1 R and LOT 2R. The LOT 2R is to remain and LOT 1 R is the location of this referenced development. See attached recorded plat REPLAT OF POOH 'S PARK SUBDIVISON. The existing project site is partially developed and an EXISTING DRAINAGE PLAN has been developed . See C6 of the construction drawings and a reduced drawing has been attached for reference . The site has been broken into three areas and shows where the drainage currently drains in cubic-feet per second . Each area has a POE (Point of Evaluation) to show the existing flows on the drawing . DEVELOPED CONDITIONS The commercial development is designed to detain in the parking lot and release flows back to existing drainage areas . The detention pond has a maximum water surface elevation of 315 .60 and the top of grates in the parking lot is designed at 314.85 . Therefore the maximum ponding depth over the inlets is . 75-feet or 9-inches. The maximum volume is 20,344 cubic feet at elevation 315.60 feet. The 100-year required volume equals 5 ,893 .38 cubic feet. At the volume required the elevation in the parking lot equals 315 .04 feet, which equates to 2 .28 inches of water over the inlets . All of the detained area drains to the existing curb inlet on Holleman Drive . Should the water surface elevation ever get greater than 315 .60 the two driveways will act as extreme event overflow structures . The two driveways, using the broad crested weir equation , can convey 10 .27 cfs at an elevation of 315.70 feet Y :\Projects\364 70-Pooh's Park\Eng ineering-EN\Drainage Report.doc City of Co ll ege Station April 13 , 2005 Page 2 SUMMARY OF DRAINAGE AREAS (EXIST & PROPOSED) Please refer to Existing Drainage Plan & Developed Drainage Plan. POE= Point of Evaluation (cfs) YEAR EXIST DEV EXIST DEV EXIST DEV EVENT POE 1 POE 1 POE2 POE2 POE3 POE3 0.95 0.26 2.37 1.59 1.30 0.26 1.23 0 .33 3.08 1.63 1.67 0.33 1.43 0.40 3.58 1 .55 2.04 0.40 1.74 0.49 4.34 1.60 2.52 0.49 2.05 0.60 5 .13 1 .54 3.14 0 .60 2.26 0 .66 5.65 1 .57 3.50 0.66 ATTACHMENTS Drainage calculations, Re-plat of Pooh's Park , the Existing Drainage Plan and the Developed Drainage Plan have been attached for reference . Should you have any questions or comments please feel free to contact me at my office. Sincerely, John D. Gerdes, P .E. Director of Engineering Y :\Projects\364 70 -Pooh's Park\Eng in eerin g-EN\Drainage Report.d oc ~"'"\,"'\.'-'\.'\'\\\\,, ..:--"'~ OF r:L' '"\t .:;-~~'·············~-t'.d l11 .:::'<::, /' ··-::.si 1, #*l \*~ P.•! \ *~ ;,it •••• : •••••••••••••••••••••••• ·-····~ ~ JOHN D. GERDES ~ ~eeeeyeeee••••M••••••••••···········~ ~ .. .()\ 88497 / 0: p r1:. -9, •. .••I~ ,r: ll 0-<' ··.~ICENC:..'E.~··· ~v # l1 ~$ ••••••••T••• ~f;:)'\ - ltt 8 H~ Of/.-/~-~~ B rya n I Coll ege Station Draina ge Ev alu ation PROJECT: COUNTY: WATERSHED: Holleman Retail Brazos S ITE DRAI NAGE (EX ISTING CON DI T IO NS) Tc TC= I 0 minutes minimum Te l RAINFALLDURATIONOF24HR 2 YR 5YR IOYR 25YR 50YR IOOYR S ITE DRA INAGE (DEV) Tc TC= IO minutes minimum Tel RAINFALL DURATION OF24HR 2YR 5YR IOYR 25YR 50YR IOOYR p 4 .50 6.20 7.40 8.40 9.80 11.00 p 4.50 6 .20 7.40 8.40 9.80 11.00 TC TC n= L= S= 10.00 10.00 10 .00 10 .00 10 .00 10 .00 n= L= S= 10 .00 10 .00 10 .00 10 .00 10.00 10.00 0.47 NA 0.01 0.97 NA 0.01 Manning's Ro ughn ess coefficient feet slo pe (feet per foot) Manning's Roughness coefficient feet slope (feet per foot) Page I of4 TIME OF CONCENTRATION SITE (PRE) TC(2)= 10.00 minutes Exist SITE (PRE) TC(5)= 10.00 minutes Exist SITE (PRE) TC(IO)= 10.00 minutes Exist SITE (PRE) TC(25)= 10.00 minutes Exist SITE (PRE) TC(50)= 10.00 minutes Exist SITE (PRE) TC(IOO)= 10 .00 minutes Exist SITE (DEV) TC (2) 10.00 minutes Dev SITE (DEV) TC (5) 10 .00 minute s Dev SITE (DEV) TC (I 0) 10.00 min ute s Dev SITE (DEV) TC (25) 10 .00 minute s Dev SITE (DEV) TC (50) 10.00 minutes Dev SITE (DEV) TC (100) 10.00 minute s Dev POE = Point of Evaluation SITE (Pred evelo ped ) POE I Flow c I A Q ~'"'"""''\\\\\ Q(2) 0.750 6.33 0.200 0.9S ..o--""~ OF Te, lt Q(5) 0.800 7.69 0 .200 1.23 -=-":i..~'1..-*-:t~ 'ii Q(IO) 0.830 8.63 0.200 1.43 #CO •• •• •• •• d' 11 Q(25) 0.880 9.86 0 .200 1.74 :::. ... ... * ~ Q(50) 0 .920 11.15 0 .200 2.0S ~.: \ ·~ 0<100) 0 .970 11.64 0 .200 2 .26 ;t ••• .: ......................... ·-···· ~ ~ JOHN D. GERDES ~ SITE (Pred evelo ped ) POE 2 ~····':·························1····-::; Flow c I A Q ~ .()\ 88497 l:t / Q(2) 0.750 6.33 0 .500 2.37 ,..~··1.. ··~~ 'II O..c-···./CEN~~~··· ~ .t: Q(5) 0.800 7.69 0.500 .iqa ll ~$. ···--· •• ~~" - Q(IO) 0.830 8.63 0.500 l . ~&/ Q(25) 0.880 9.86 0.500 4,)1 Q(50) 0.920 11.15 0.500 S:.lG OllOO) 0.970 11.64 0.500 '"'5.61 ~· ._,, S ITE (P r ed eveloped) POE 3 tJ 'I / ! .. ~<;:"' Fl ow c I A Q Q(2) 0.320 6.33 0 .640 1.30 Q(5) 0.340 7.69 0 .640 I.67 Q(IO) 0 .370 8.63 0 .640 2.04 z Q(25) 0.400 9.86 0 .640 2.52 Q(50) 0.440 11.15 0.640 3.14 OllOO) 0.470 11.64 0.640 3.50 ~ .. ~·s .. -+ _,.,..':;,.. ..: -.. I Page 2 of4 ~~~:;_ ~·':?~-·~~ .. ~~.t-li":~-:r~::. '.': :·.~~~..:c ~.:E-· .:N •... '::0-L~~".lrb~:.~._.~:· -~~~-:'.~· -.... :·;~:.:"• . ., •:.-, -tY~-.:-• ~-SITE (Developed) POE I Flow at POE I Row allowable Flow C (weighted) I A Q Q Q(2) 0.41 6.33 0.100 0.26 0.95 Q(5) 0.43 7.69 0.100 0.33 1.23 Q(IO) 0.46 8.63 0.100 0.40 1.43 Q(25) 0.50 9.86 0.100 0.49 1.74 Q(50) 0.54 11.15 0.100 0.60 2.05 Q(IOO) 0.57 11.64 0.100 0.66 2.26 SITE (Developed) POE 2 Flow to Restrictor Flow leaving Restrictor Flow not detained Flow at POE 2 Flow allowable Flow c I A Q Q Q Q Q Q(2) 0.750 6.33 1.08 5.12 1.47 0.12 l.S9 2.37 Q(5) 0.800 7.69 1.08 6.65 1.48 0.16 1.63 3.08 Q(IO) 0.830 8.63 1.08 7.74 1.36 0.19 I.SS 3.58 Q(25) 0.880 9.86 1.08 9.37 1.37 0.24 1.60 4.34 Q(50) 0.920 11.15 1.08 11.08 1.24 0.29 1.54 5.13 Q(IOO) 0.970 11.64 1.08 12.19 1.25 0.33 l.S7 5.65 SITE (Developed) POE 2 Flow not detained Flow c I A I Q Q(2) 0.320 6.33 0.060 0.12 Q(S) 0.340 7.69 0.060 0.16 Q(IO) 0.370 8.63 0.060 0.19 Q(25) 0.400 9.86 0.060 0.24 Q(50) 0.440 11.15 0.060 0.29 Q(IOO) 0.470 11.64 0.060 0.33 ~"''"'"'"'"''\\ SITE (Developed) POE 3 Flow at POE3 Flow Allowable Flow c I A Q Q ~"~ OF r~ ltr Q(2) 0.406 6.33 0.100 0.26 1.30 _.:?-'\l--... ···········--~ l1 :;' ~.... * ··.:f~ l1; Q(S) 0.432 7.69 0.100 0.33 1.67 ::t*l · .. ·~ Q(IO) 0.462 8.63 0.100 0.40 2.04 ~•: ·~ ·~ Q(25) 0.496 9.86 0.100 0.49 2.52 ::t····················· .... ·-··~ .... ~ Q(50) 0.536 11.15 0.100 0.60 3.14 ~··~·~·~tL9.; .. §.5.f!Q~~ .. ] Q(IOO) 0.570 11.64 0.100 0.66 3.50 ~.~\ 88497 j_ J; Page 3 of4 DETENTION POND CHARCTERISTICS Restrictor I= Restrictor 2= Ove r Flow Elev= 8.00 inches NA inches 315.70 ft 315.60 ft 116.00 ft 10 .27 cfs fl= fl= DPVOL= at WS E 315.60 310 .10 NA 20,344.00 Top of DP Elev= Over Flow Length= Max Over Flow Q = MAX Over Flow V= <I FPS fps O K (less than I fp s no errosion control needed) Vo lpre(2)= Volpre(5)= Vo lpre(IO)= Volpre(25)= Volpre(50)= Vo lpre(IOO)= Vo lpost(2)= Volpost(5)= Volpost(IO)= Volp ost(25)= Volp ost(50)= Vo lp os t( I 00)= Vo lreq ui red(2)= Volrequired(5 )= Volrequi red( I 0)= Vo lrequired(25)= Volrequired(50)= Volrequi red( I 00)= C u Ft 2 135.19 2769.40 3224.99 3905.15 4615.13 5080.50 4612 .02 598 1.91 6965.98 8435.12 9968.67 10973.88 Req Del Volume 2476.83 3212.5 1 3740.99 4529 .97 5353.55 5893 .38 (FROM POE 2 DATA) (FROM POE 2 DATA) Volume Provided 2573.00 3337.00 3846.00 46 10.00 5374.00 6 138 .00 DURING 100 YEAR EVENT WSE=315.04 @ REQUIRED VOLUME. Off-Site Run off na na na na na na AT REQUIRED VOLUME THERE IS 2.2 8 " INCHES OF STORM WATER OVER THE INLET. Total Volume Cu FT 2573.00 3337.00 3846.00 4610.00 5374.00 6 13 8.00 Page 4 of4 cub ic feet Elevation of Pond (ft) 3 14 .90 3 14 .93 314.95 314.98 3 15.01 315 .04 PROP. 18" SlORM PtP£ J ll.60 W S.C. 100 YR CVEllll Head (ft) 4.80 4.83 4.10 4.13 3.41 3.44 J l0.8 5 w s [ rn &; 50 YR MMTl PROP. 8" R[SlRIClOff .!10.IO WSE f2H 1-2....!.!LlYQil Restrictor I Re strict o r 2 Ove r Fl ow (cfs) (cfs) (cfs) 1.47 NA 1.4 8 NA 1.36 NA 1.37 NA 1.24 NA 1.25 NA ~,,,U.'\'\\\\~ ..:o-"'~ OF r~ '"lt fi'~"t-;J:-·········::.-[,,,_ lz, . ,.-~.· * •.\P l1. #• l \ * ~ :;.: \*~I ;,.t •••• : ........................ ·-····~ ~ JOHN D. GERDES ~ ~-···-··-···· .. ·····················~ ~ ~ . ~ ?, .(t\ 88497 .:~ p ~J. -9. ••• ••• ~ ::;' 0 0 0 0 0 0 Q (total) (cfs) 1.47 1.48 1.36 1.37 1.24 1.25 '(l O..t': ···V.CENSE-9 .... ~ .!:;' lz ~$. ......... t>"~-ftt 81 A -:.M~Wli'!l..'-..._...,; t?'i-I J -ttJ S )THER CONTACTS (Please specify type of contact, i.e . project manager, potential buyer, local contact , etc.) Name 71/c;rzKll.&f ~Y!l 1-t t:<! PCZZ?ae:z: Mbt--c ::..Cjee._ Street Address <is=?OS-iC.t'!!'--! Flll5'e%.JAe .1 City :L:*b-rr:>H ~ ~ l -+(::'J!l$.Z.-=-~"""-""'-'------- State =t?£.· Zip Code 7'?024 E -Mail Address T$M1~a, &TM3·c.o,....., Phone Number ( 713) 4Gdr-75S7 Fax Number (7(3) %Y=?~3 :uRRENT ZONING CO/'V\Me?L-14< ~RESENTUSEOFPROPER~~~~~~¢~~~~~~~~L'------------------~ ~ROPOSED USE OF PROPER~ G'.-Oml"l'1fP%:tOL } Efkt, ~L..Oc:i · CZEST~L Ci::fwTEf? I v'ARIANCE (S) REQUESTED AND REASON(S) --@c=<-":,.----------------- #OF PARKING SPACES REQUIRED (A #OF PARKING SPACES PROVIDED 74 MUL Tl-FAMILY RESIDENTIAL PARKLAND DEDICATION Total Acreage ____ _ #of Multi-Family Dwelling Units Floodplain Acreage __ _ _ __ x $452 = $ ______ _ Housing Units ____ _ ___ # of acres in floodplain ___ #of 1 Bedroom Units _ __ # of acres in detention ___ #of 2 Bedroom Units ___ # of acres in greenways ___ #of 3 Bedroom Units ___ date dedication approved by Parks Board ___ #of 4 Bedroom Units COMMERCIAL FOR 2 BEDROOM UNITS ONLY Total Acreage -~2~·~~"~4~7 __ ___ #Bedrooms = 132 sq . ft . Building Square Feet ~1-=(,+.'=~---"0'--- ___ # Bedrooms < 132 sq. ft . Floodplain Acreage _____ _ NOTE: Parkland Dedication fee i s due prior to the issuance of a Building Permit. The applicant has prepared this application and certifies that the facts stated herein and exhib i ts attached hereto are true and correct. Date 6/13/03 2 of 6 March 22, 2005 City of College Stai on Development Services 1101 Texas Ave. South College Station, Texas 77842 RE: Holleman Retail Center 2001 Texas Ave. STM & Associates SfM Architects and ~iates, LLC. dba STM & ASSOCIATES C2/Vedcll7~ College Station, Texas 77840 Dear Sirs: Please accept this letter of request for utility capacity for the above tract The project in reference is located at 2001 Texas Ave .. The following is the requirement of water, wastewater and irrigation based on The City of Houston standards. Restaurants Retail Irrigation 25% of Area= 4,000. S.F. x 0.002500 = 10.0 S.U. 75% of Area= 12,000 S.F. x 0.000223 = 2.676 S.U. 2.5 S.U. TOTAL 15 .176 S.U. 3,150.0GPD 842.94GPD 800.0 GPD 4 ,792.94 GPD Please contact me to confirm amount available or if you need further information. Sincerely, Thurkily T. Smith cc: Ponderosa Land Development 8705 Katy Freeway, Suite 202 •Houston, Texas no24 •Ph: 713-468-7557 •Fax: 713-468-7693 FOR OFFICE USE ONLY P&Z CASE NO.: 05 -~ ~ C ITY or C o 1.t.EC F. S T ,\TtON f>L11111i11g ~ D"r,·lor 11 1t'n t .\.rrna1 SITE PLAN APPLICATION MINIMUM SUBMITTAL REQUIREMENTS __t"site plan application completed in full. V $200 .00 Application Fee . DATE SUBMITTED: ~ V$200 .00 Development Permit Application Fee. /\ff $600 .00 Public Infrastructure Inspection Fee if applicable . (This fee is payab le if construction of a public f waterline, sewerline, sidewalk, street or drainage fac ilities is involved .) ___!___fileven ( 11) folded copies of site plan ~fane ( 1) fo lded copy of the landscape plan. __L One (1) copy of building elevation for all buildings . __ A,,Jist of building materials for all facades and screening for non-residential buildings . _Vc:_ Coolor samples for all non-residential buildings . · Traffic Impact Analysis (if applicable for non-residential buildings). _!Z: A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. __ Park land Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Date of Preapplication Conference: ________________________ _ NAME OF PROJECT !/z~ 12en>fL Ce>-CTf;r? ADDR ESS 2e;o£ ml:>'!:> A>.d!5NU6 C:a< I 6<:,6 '&~, Tt;:xb.$. 7?<ic 40 LEGAL DESCRIPTION ~/ C e'M-rt'it?: APPLICANT/PROJECT MANAGER'S INFORMATION (Pri mary Contact for the Project): Name 'bJ.€0 S.L> ~6c::z.. Street Address ~ lSL:J!r':( ~P-{ µ:-zo-z. State Tb( Zip Code 720Z4-E-Mail Address N b~ez_ &., -&Tm 3 ·U?!"\:t Phone Number ('J l 3) ~y -75$"7 Fax Number L71'5) 4<,C(t -]t.,,°J 3 PROPERTY OWNER'S INFORMATION : Name ~~ J ~Q C>6-J6in~~ Street Address .5Co5" SZ1vf:"I?.< 2~ f:;:d1S . tt:. Zio City _~l-foo~~~~iJO~'f--l=a-_____ _ State t'b Zip Code :72;2S'2 E-Mail Address -------------- Ph one Number L7t3) G.-ZC... q55(.p Fax Number C213) ~<is=Y ~ oq'} <is-" ARCHITECT OR ENGINEER'S INFORMATION Na me MIL :rc?H.. ~ £:x;. J.+\'\(\$C 14L6 Stree t Address ¥70 K~ F'at19 ~ p; Zo z City ~~~-'--""~itC::!--£~~------ State =t:( Zip Code '7 70Z4 E-Mail Address -------------- Phone Number (713) 'IC.,..lr:-7£"<)7 Fax Number (]r~) 4t.Py-](,9 3 6/13/03 I of 6 -17 -2005 17 :36 Fr om :STM-N ED SRQ ER 7134687693 To :713461115 1 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations : ACKNOWL.EOGMENTS: I, ----------------· 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 C ity of Collego Station . Texas City Code, Chapter 13 and its assoc iated Orainago Policy and Oas ign 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 C ity Code. Property Owner(s ) Contractor CERili:tCATIONS: (for proposed alterations within designated flood ha:zard aroas .) A.I, So 4"" D. <J(;!'t;/( S 1? £ 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 COl'ltents as a result of flooding from the 100 year storm. ,/"'; ~ L d~. --?C: //t,.c:J 2 2, ;!tJOS Ef)~ Date / ,/ / -s;~!)~,_~,,l:L. B. I, ~ / -certify that the finished floor ele11ation of the lowest floor. including any basem , of any residential structure, proposed as part of this application is at or above the base flood elevation est shed in the latest Federal is~,rce Administration Flood Hazard Study and maps , as amended . . _, i( 7" --cY'Z'--;%/cl Zl z~~r .. er -Date c . I, .,\ al,... u C<r ~,, /c!, 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 floodway fringes. ,,---;{:/ u t::fzL . /4/'cl Ll, z~d> ymeer Date O. I, J::la [) ~r~, fo4:;rtlfy that the proposed alterations do not raise the level of the 100 year flood above elevatl~stabl~hed In the latest Federal Insurance Administration Flood Hazard Study. 4:fc./J ~ ... .#/e,,,.cL 2z,20"> -· .. u._ ~fleer Date Conditions or comments as part of appro11al : -------------------------- 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 shaJI not be deposited in city streets, or existing drainagfJ facltltifJs . All development shall be in accordance with the plans and spec i fications submitted to and approved by the City Engineer for the above named project. A ll of the appl icable codes and ordinances of th e City of College Station shall apply . 6113/03 3 of 6 15 -2005 17 :3 1 F rom :STM-NED S8Q ER 7 134587 593 To :71345111 5 1 SUBMIT APPl.ICATION AN D THIS LIST CHSCKED OFF WITH 10 FOi.OED COPIES OF SITE Pl.AH FOR REVIEW C1TY OF COLLEGE STATION PL11mi11r, & D<'vt!fJpmmr St'1·11rrrr SITE P LAN MIN IMUM REQUIREMENTS -{ALL CITY O~OINANC ES M~T BElJIET) INCLUD IN G BUT NOT LI MI TED TO THE FOLLOWING: Sheet size -24" x 36" (min imum). A key map (not necessarily to scale). Tltle block to include : -0' Name. address. location, and legal description -~ Name , address, and telephone number of applicant -~ Name, address, and telephone number of developer/owner (!f differs from applicant) ~ Name, address, and telephone number of architect/engineer (If differs from applicant) -Cl Date of submittal ~ Total site area ~ North arrow. ~ Scale should be largest standard engineeri ng scale possible on sheet. Ownership and cu rrent zon ing of parcel and all abutting parcels. The total number of multi-family build ings and units to be constructed on the proposed project site. ~~ 0 The density of dwelling units per acre of the proposed project. ~ The gross square footage of all buildings and structures and the proposed use of each. If different uses are to be located in a single bu ilding, show the location and size of the uses within the building. Building separation is a minimum of 1 S feet w/o additional fire protection. 11 /1/04 Locations of the fol/owing on or adjacent to the subject site: Designate between existing and proposed Phasing. Each phase must be able to stand alone to meet ordinance requirements . Bulfdings (Ex isting and Proposed). Setbacks according to UDO, Article 5. Building elevations, color samples, and materials list for non-residential buildings. Indicate placement of materia ls on facades according to UDO , Section 7.9. o Include the following dimensions : • Total vertical square footage minus openings (for each fac;ade separately) • Total vertical square footage of each building mater!al (for each fa9ade separately) rota! vertical square footage of each color {for each fac;ade separately) Geography Water courses . 100 yr . floodplain and floodway (If applicable) on or adjacent to the proposed project site , Please note if there is none on the site with confirming FEMAJFIRM map number. Exist i ng topography (2' max or spot elevations) and other pertinent drainage information. (If plan has too much information, show drainage on separate sheet.) Proposed grading ( 1' max for proposed or spot elevations) and other perti nent drainage information . (If plan has too much information , show dra inage on separate sheet .) Stroets, Parklng, and Sidewalks 4 ol 6 l'- -16 -2005 17 :32 Fr om:STM -NED SRQ ER 7134687693 To :7134611151 Existing streets and sidewalks (R.0.W .). Existing Driveways , both opposite and adjacent to the site according to UOO, Section 7 .3. Proposed drives . Minimum drive aisle width according to UDO. Section 7.3 Indicate proposed driveway throat length accord ing to UDO, Section 7.3. Proposed curb cuts. • For each proposed curb cut (inc luding driveways , streets, alleys , etc.) locate existing curb cuts on the same and opposite side of the street to determine separation distances between existing and proposed curb cuts . ~ Proposed curb and pavement detail. • A 6" raised curb Is required around all edges of all parts of all paved areas without exception . (To include Island, planting areas, access ways, dumpster locations, utility pads, etc .) No exception wil l be made for areas designated as "reserved for future parking". ~ Proposed medians . ~ ,,. Proposed sidewalks (both public and private). f;/ Pl'oposed pedestrian/bike circulation and facilities for non-residential buildings (UDO, Section __/ 7.9) e:J Off-Street parking areas with parking spaces drawn, tabulated, and dimensioned. / • Designate number of parking spaces required by ordinance and provided by proposal. E:J / Handicap parking spaces . ~ Park i ng Islands drawn and dimensioned with square footage calculated according to UDO , Sect ion 7 .2 or 7.9 for non-residential build ings . ~ Parking setback from R.O .W . to curb of parking lot as required . ~ Wheelstops may be required when cars overhang onto property not owned by the applicant or where there may be conflict with pedestrian or bike facilities, handicap accessible routes or above ground utilities, signs or other conflicts . Security gates . showing swing path and design specs with colors . Guardrails. Include design and colors . Traffic Impact Analysis for non-residential development (UDO, Section 7 .9) o Please note if none is required . / Will there be access from a TxDOT R.0 .W.? Yes CJ No 0 If yes, then TxDOT permit must be submitted with this application . Easements and Utllltles Easements· clearly designate as existing or proposed and type (utility. access, etc .) Utilities (noting size and designate as existing or proposed) within or adjacent to the proposed site , including build l ng transformer locations, above ground and underground service connections to buildings, and drainage inlets. Meter locations . existing and proposed (must be located in public R.0 .W. or public utility easement). Provide a water and sanitary sewer legend to include o Minimum water demands o Maximum water demands o Average water demands in gallons per m i nute. and o Maximum sewer loadings in gallons per day Will there be any utilities in TxDOT R.O .W.7 Yes Cl No ~- If yes , then TxDOT permit must be submitted with this application . Fire Protection -o Show fire lanes . Fire lanes w ith a minimum of 20 feet in width with a minimum height clearance of 14 feet must be established if any portion of the proposed structure is more than 150 feet from the curb line or pavement edge of a public street or highway . 1 111 /04 Show proposed and exist ing tlre hydrants . Fire hydrants must be located on the same side of a major street as a project , and sha ll be in a location approved by the City Engineer. Any structure 5 of 6 /. FRO M :Wm H~nek Land ~rch ~ar. :5 22£5 09:0EF M P2 P .2 ·2 -rD : ltlv f2..UJ L '( 0H 1-ffl-- in any zoning distric! ottlor than R-1. R-1A. or R·2 must be wittirn 300 feet of a fire ~ydront u nteasure<l alonij a pu~llc: street, nignway or d~ignateci fir~ t8fle NOTli: i:Jre nycrantis must be operable and accected by ttie Clty , ar.d driv&s must t".ave gn all westiier aurface before a Ouilding l)f!trii t can be IS3Ufld . C Will building bo sorinkled1 Ye~ 0 No c:J If the decl81cn to ~pri nkle is made attar tM sfta plan nas b$~ <lpprovea. tntn trio pi.in must be rasutlmltted . l1Yes. O Show flra department CQMectloris . =oc · s 51\ou ld :>a witn in 150 · of tne fire hydrant. In no catt& itlall tMy be any furttier man 300 ' apart, and they :ohijjf ~ ecc~sfble from the perltir.g lot without t>eing t::focked by parked cars or a structure. L.andscaJNrig L.lnds<:aoe plans as ~u i r&d In Secllon 7 .S Of 7.9 of the Unified Development OTdln<Jnce . ,.h,.. larn:l:sca~i~ pi.!ln can oo stiown ori a e~.arate sl'1ft4rt If tee mucii !mor'l'!ladon is on me original slta plan . If requesting protected b"aa points . ttien thOM trrJos n(;ed t::> ~ !hown apQC'Opriat&ly ~rrfcadad on tl'1e landscaoo plan. Aaempf '.O tecuet!J or el : . .,,irio•te pla11t :rgs in e8'aments. lndude inforrnatlon o n :he plans 1!1Uci"11111: ~ ~ i ~tAo \-"'~f"';J required point calcl.Jlations 11dd it ionaJ strs~ po l n~ required. Streetx21pe i:omolianc e i e reQuirec ~n an 5treets . C8k:ujations for# c1 str$et tT9l9$ ~ulr4u' and PfOpo40d (proposed street lTee points wili aeen.ie toWll'd total lancfscaplng points.; proposed new planlinQS with ~int8 eamoo pro~osed locs~ of new i:ilantJng., weening of par1clng low . SO% of a 11 Sl'lt'IJOs uS&c:! fOf cc:raen l ~ shall be everg~en . 5creenlr.9 of oumpsters , eoncnsta n!taining waJls . off street loacJng area3 . utility c:onnedion points, or other arees ~otentis/ly -Mually offensive. txistirig lendscapin g to rems l.n sl'low eidsong treies to oe banioded .and ban1cade plan . Protact ed pelf' ts wllr Mly ::35 awarded if carr!cades are up b.!i0<e tho ~t3t developm~nt permit is •5su~d. Buffer H required in Section 7.6 of tlie Unified Oevelo~ment Ordinance. ~ 0 !\ "'i> ' Show irrigation s~ pJ21 .i . (or ptovlde n ote on r.ow ll'l'lg.atfo.n ~y-:!tem req..Jlremtttit will be mot f \ prior to issuance of C.0.) Al l i:;lans must include irriQation systems for :and~eapir.g. lniQatlOM A metin i!re liepara te from tl'le 1'8gular water systems for t>uiidtngs and will be ~&d by cny -fZ'-f ......rlf-. "' I aceetd '."9 to irrigation demsnd iU.bmftted by applicant ano rr.us: in c!u::!e backfiow prevent/en VI~ I 0 I L--prcteciion . !" 0 Is there any la~ng i n TxOOT R.O.W .'? Ye:1 c:J No Cl If y~. ll'ien Tx.DOT perm it rnus: be subml~d at the time ot ap~l!catlon. NOTE: 11/1t<M 0 0 c 0 0 a 0th« ~l'M'lon ~n $paces site& L.cao in9 dQci(s Deterti:ln ponds R.etainin; walls Sites for sot ic w~sta U>ntain9C'5 with i:tGel'l lng. ~t:i¢ns of dumpaters are accsssltlo but not v isib le 'rom streets or resJder.tia l ~reu. GQtas are d iscoursgad and vi :1u?SI :screenir.9 !& roc;uire-d. (Minimum '2 x 12 p.a<I required.) Ar'3 there itrpect iQOO a~oc i ated wi!ti tl'li:S d19v$1cpmerit" Yes 0 No 0 8 c./e -----