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HomeMy WebLinkAboutMiscellaneousEdwin Hard Transportation Planner City of College Station P.O. Box 9960 College Station, TX 77842-9960 ~~ , ; Dear Sir: ° - '~ ~ _: ~. 1 ~ C 3,-~ Thank you for the opportunity to review the permit for the proposed Victoria Bank & Trust driveway, which is to be located on~the SH 6 West Frontage Road near Rock Prairie Road. The tie-in to existing pavement is not acceptable. The existing curb and gutter should be removed and the proposed concrete drive should be placed along the edge of the existing pavement. The proposed concrete should not be placed under any asphaltic pavement. The island should also be offset from the travel lane by at least two feet. In addition, I agree with Veronica Morgan's statement that plain grey concrete should not be used on the island. AASHTO encourages contrast between the island and roadway surfaces, and the plain grey concrete would not provide the desirable contrast. Also, water shall not be permitted to leave the site thru the driveway and cross the frontage road. The water will be required to stay within gutter of the driveway and the frontage road. The city is also recommended to investigate several things. First, the use of wheelchair ramps should be examined to see if ramps would be required in the future. If the ramps would be required in the future, it is recommended that they be installed now. Secondly, there is a "No Left Turn" sign proposed off of the right of way, and according to the MUTCD, a "Keep Right" sign is more appropriate. Please investigate to see if you concur with this and if you can recommend the change to the owner. Also, AASHTO states that curbed islands "should have fixed-source lighting or appropriate delineation." Please insure that they will meet this requirement. Again, thank you for the opportunity to review this permit and if you have any questions please contact Terry Paholek at 778-9783. Sincerely, Patrick T. Williams, P.E. TAP Area Engineer An Equal Opportunity Employer d ~/ ~~ '~;~r PLAfVNING ARCHITECTURE INTERIORS March. 13,.1995 City Of College Station P.O. Box 9960 College Station, Texas 77842-0960 RE: Exxon Express - Highway 6 and Prairie. Rock Drive, College Station To Whom It May Concern: The water usage for the above referenced project has been estimated as follows: minimum water usage/month: 15,000 gals./month average water usage/month: 30,000 gals./month maximum water usage/month: 45,000 gals./month If you have any questions please do not hesitate to call our office. R~~pe,~t~fully M~ ce.l Meijer a esident NCARB Certified Registered Professional Texas-Florida-Colorado MM/grp Enclosures cc. Mr. Ray Hansen ONE PARK TEN PLAZA ~ 16225 PARK TEN. PLACE SUITE 100 HOUSTON, TEXAS 77084 713 492-2206 FAX 713 492-2554 COLLEGE STATION FIRE DEPARTMENT FIRE PREVENTION OFFICE January 9, 1995 To: Veronica Morgan Engineering From: Tim Dedear Fire Protection Specialist Subject: Fire Department Plan Review Exxon Express RockPrairie Rd. and Hwy 6 Automotive service station shall meet SBC 405.2, SFC 907, and NFPA 30 and 30A. A fuel line leak test and a fuel tank leak test wil need to be witnessed by the College Station Fire Marshal's Office. A test permit for each test must be obtained from the Building Department. Any part of the structures shall be within 300' from a fire hydrant as measured along the right-of -way of a public street or along an approved fire lane as the fire hose is laid off the fire truck. Install fire lanes as indicated on plans. Canopies and their supports over pumps shall be of non combustible materials, wood of Type III sizes, or of construction providing 1-hour fire resistance. Combustible materials used in or on a canopy shall be: 1. Shielded from the pumps by a noncombustible element of the canopy, or wood of Type III sizes, or 2. Approved plastics covered by an aluminum facing having a minimum thickness of 0.020 inch or corrosion- resistant steel having a minimum base metal thickness of 0.016 inch. The approved plastic shall have flame spread rating of 25 or less when tested in the form intended for use in accordance with ASTM E84. SBC 405.2.2 Provided with this letter are the SFC 907 requirements. If you have any questions, please contact me at 764-3712. 906.5.1.3 Legible signs with the words NO SMOKING shall be maintained at the entrance gate or gates of each bulk plant and near each loading rack. 906.5.1.4 There shall be installed on each loading rack riser pipe between the ground and the outlet, at least two valves, one being of the lever oper- ated, self-closing type, which may be readily operated from the loading rack platform or top of the vehicle being filled. It shall be unlawful for any person to tie or lock such self closing valve in the open position. 906.5.2 Tank Car Racks. Class I flammable liquids shall not be discharged from or loaded into tank cars unless protection against stray currents has been provided and is used. Protection shall be designed and installed in accordance with NFiPA 77. 906.5.3 Container Filling Facilities. Class I flammable liquids shall not be run into containers unless .the nozzle and container are electrically inter- connected. Where the metallic floor plate on which the container stands while filling is electrically connected to the fill stem or where the fill stem is bonded to the container during filling operations by means of a bond wire, the provisions of this paragraph shall be deemed to have been complied with. 906.6 Electrical Equipment Electrical, equipment shall be designed and installed in accordance with the Electrical Code. Wiring and electrical equipment shall be installed so as not to create an ignition hazard. 906.7 Sources ®f Ignition Flammable or combustible liquids shall not be handled, drawn or dispensed where flammable vapors may reach a source of ignition. Smoking shall be prohibited except in designated localities. No Smoking signs shall be posted where hazard from flammable vapors is normally present. 906.8 Fire Control Approved portable fire extinguishers shall be provided for the extin- ,; ,> ~~<~,;~~ {~;~,: ~ tit ~fs~} iZt , '~' `" guishment of f res in accordance with NFiPA 10 for extra (high) hazard. ` f;~ Small hose or portable fire extinguishers shall be available to locations where fires are likely to occur. Additional fire control equipment may be required where an unusual exposure hazard exists. 907 SERVICE STQ-TIOfdS 907.1 Location Apparatus dispensing Class I flammable liquids into the fuel tanks of public motor vehicles shall not be located at a bulk plant unless separated by a fence or similar barrier from the area in .which bulk operations are conducted. 907.2 Construction Class I liquids shall not be stored or handled within a .building. having a basement or pit into which flammable vapors may travel, unless such area is provided with .ventilation designed to prevent the accumulation of flam- mable vapors therein. Standard Fire Prevention Code/©1991 103 907.3 Storage And Handling 907.3.1 Class I liquids shall be stored in approved closed containers, or in tanks located underground or in special enclosures as described in this section. Class 11 and Ill liquids shall be stored in containers or in tanks located underground or in special enclosures as described in 907.3.2 and 907.3.3. Aboveground tanks located in adjoining bulk plants may be connected by piping to service station underground tanks if, in addition to valves at aboveground tanks, a valve is also installed within control of service sta- tion personnel. $07.3.2 The provisions of 907.3 shall not prohibit the temporary use of movable tanks in conjunction with the dispensing of flammable or combustible liquids into the fuel tanks of motor vehicles .or other motorized equipment on premises not normally accessible to the public. Such installation shall only be made with the. approval of the Fire Official. 907.3.3 When installation of tanks in accordance with 902.3 is impractical because of property or building limitations, tanks for flammable or combustible liquids may be installed in buildings if enclosed and if enclosure is liquid and vapor tight without backfill. Sides, top and bottom of the enclosure shall be of reinforced concrete at least 6 inches thick, with openings for inspection through the top only. Tank connections shall be so piped or closed that neither vapors nor liquid can escape into the enclosed space. Means shall be provided whereby portable equipment may be employed to discharge to the outside any vapors which might accumulate should leakage occur. roved 907.3.4. Flammable or combustible liquids may be stored in app containers inside service station buildings as provided in NFiPA 30A. ,t ;?2'?~;?'i ~{' tts{f~t> t~`, t >~sz~~;43 'ark;, .. 907.4 Dispensing 907.4.1 Limitations. No Class I liquids. shall be dispensed or transferred within a service station building, except as provided in this section. Class II and Ill liquids may be dispensed in lubrication or service rooms of a service station building provided the heating equipment complies with 907.7. Delivery of any tammable or combustible liquid shall be made only into approved portable containers. The dispensing of flammable liquids into the fuel tank of a vehicle or into a container shall be under the supervision of a qualified attendant except service stations not open to the public. Such stations may be used by commercial, industrial, governmental or manufacturing establishments for fueling vehicles used in connection .with their business. 907.4.2 Design. Class 1 liquids shall be transferred from tanks by means of fixed pumps so designed and equipped as to allow control of the flow and to prevent leakage or accidental discharge. Clearly identified and easily accessible switches or circuit breakers shall be provided at a location remote from the dispensing devices whereby the source of power may be readily disconnected in the event of fire or other accident. Dispensing devices for flammable or combustible liquids shall be of approved type. Flammable or combustible liquids shalt be dispensed by approved pumps taking suction through the top of the container. Flammable or combustible liquids shall not be dispensed by a device that operates through pressure within a storage Standard Fire Prevention Code/®1991 104 ,,,,,, tank or container unless the tank or container has been approved as a pressure vessel for the use to which it is subjected. In no case shall air or oxygen pressure be used for dispensing flammable or combustible liquids. This section does not prohibit use permitted by 907.5. 907.4.3 Supervision. Every service station open to the public shall have an attendant or supervisor on duty whenever the station is open for business. If the dispensing of Class I liquids at a service station available and open to the public is to be done by a person other than the service station attendant, the nozzle shall be a listed automatic closing type. 907.4.4 Location. Dispensing devices at automobile service stations shall be located a minimum distance of 10 ft from a property line and so located that all parts of a vehicle being serviced will be on private property. Dispensing devices at automobile service stations shall be located not less than l0 ft from any building which is not of noncombustible or of fire resistant construction. Such dispensing devices shall also be located so that the nozzle, when hose is fully extended, shall not reach within 5 ft of any building opening. 907.4.5 Inside Use. Dispensing devices located within buildings shall comply with Chapter 5 of NFiPA 30A. 907.4.6 Controls 907.4.6.1 Any pump motor circuit shall be energized by a switch located on each dispenser connected to it which shall be operated by removal or replacement of the nozzle in its bracket. 907.4.6.2 A clearly labeled manually operated pump master switch shall be provided in an approved location, within 75 ft of, but not nearer than 15 ft to, any dispenser. Where such master switch is not visible from all dispensers, the location thereof shall be indicated by approved signs. 907.4.6.3 Signs identifying the pump master switch shall be labeled: EMERGENCY PUMP SHUTOFF. 907.4.6.4 The master switch on all individual pump circuit switches shall ;,>~;t `` ~~~ "~~' ~~;F~ ;rt#~~~~~ be set in the "off ' position before closing the service station for business ~~'"' " ~ ~~ ~~'' at any time. 907.4.6.5 Pressure systems shall incorporate with each turbine an indicator light illuminated when the turbine is running. Said light shall be visible from the pump island, and suitably identified as to the system served. 907.4.7 Special Type. Appraved special dispensing systems such as, but not limited to, coin-operated and remote preset types are permitted at service stations, provided there is at least one qualified attendant on duty while the station is open to the public. The attendant's primary function shall be to supervise, observe and control the dispensing of Class I liquids while said liquids are being dispensed. It shall be the responsibility of the attend- ant to prevent the dispensing of Class I liquids into portable containers not in compliance with this section, control sources of ignition, and to imme- diately handle accidental spills and fire extinguishers if needed. 907.4.7.1 The attendant or supervisor on duty shall be capable of performing the functions and assuming the responsibilities covered in 907.4.7. Standard Fire Prevention Code/®1991 105 907.4.7.2 Emergency controls shall be installed at a location acceptable to the Fire Official, but controls shall be not mare than 75 ft from dispensers. 907.4.7.3 Instructions for the operation of dispensers shall be conspicuously posted. 907.4.8 Dispensers providing fuels intended for use with portable home heating appliances shall he located not less than l0 ft from other dispensers and shall not be located in the same dispensing device with Class 1 liquids. 907.5 Pressure Delivery Service Station 907.5.1 Tanks, pits, pumps, electrical equipment, piping systems, dispensers, hose, nozzles and other integral parts of pressure delivery systems, including installation, shall be approved. 907.5.2 Pumps 907.5.2.1 Pumps installed above grade outside of buildings shall be located not less than i4 ft from lines of adjoining property which may be built upon or from a property line that abuts upon a public right-of-way or thoroughfare. Pumps shall be located not less than 10 ft from buildings which are not of noncombustible or at least 1-hour fire resistant construction in accordance with the Building Code nor less than 5 ft from any building opening. 907.5.2.2 Pumps installed above grade shall be mounted on a concrete foun- dation and shall be protected against damage. 907.5.2.3 Submersible or subsurface pumps shall be installed in accordance with approved standards. 907.5.3 Pits. Pits for subsurface pumps or piping manifolds of submersible pumps shall withstand the external forces to which they may be subjected without damage to the pumps, tank, or piping. The pit shall be no larger than necessary for inspection and maintenance and shall be provided with a tight fitting cover. 907.5.4 Piping, valves and fittings 907.5.4.1 Piping, valves and fittings shall be designed for the warking pres- <<~^?~~; rzr ~~~~ ~ >~~?~~=f3i~lfi~i~ sures and structural stresses to which they may be subjected. They shall be galvanized or otherwise protected against external corrosion with an approved material. All threaded joints or connections shall be made up tight with the use of an approved pipe joint sealing compound. 907.5.4.2 A check or manual valve shall be provided in the discharge dispensing supply line from the pump with a union between the valve and the same pump discharge. 907.5.4.3 An approved impact valve, incorporating a fusible link, designed to close automatically in the event of severe impact or fire exposure shall be installed so that the shear section of the impact valve is mounted flush with .the surface upon which the dispenser is mounted. Such valve shall be rigidly mounted and .connected in an approved manner. 907.5.4.4 After completion of the installation, the system shall be tested. 1l~ Standard Fire Prevention Code/°1991 `907.6 Electrical Equipment 907.6.1 This section shall apply to areas where Class I liquids are stored or handled. 907.6.2 All installation of electrical wiring and equipment shall be reasonably safe to persons and property. For Class 1 liquids where electrical wiring and equipment are installed, evidence that such wiring and equipment are of the type approved for use in the hazardous locations as set forth in Table 907.6 will be required. Such wiring and equipment shall be installed in accordance with the Electrical Code. 907.6.3 [n Table 907.6 a classified area shall not extend beyond the unpierced wall, roof or other solid partition. 907.6.4 For area classifications not covered in 907.6.2 and not listed in Table 907.6, the Fire Official shall have the authority to classify the extent of the hazardous area. 907.7 Heating Equipment 907.7.1 Electrical heating equipment shall conform to 907.6. 907.7.2 Heating equipment, other than electrical, located in rooms where Class I liquids are dispensed shall be heated only by means not constituting a source of ignition, such as steam or hot water. 907.7.3 Rooms adjacent to dispensing rooms, with openings between, shall be treated as if used for dispensing. 907.8 Drainage And Waste Disposal Provision shall be made in the area where Class 1 liquids are dispensed to prevent spilled liquids from flowing into the interior of service station buildings. Such provision may be by grading driveways, raising door sills, or other equally effective means. Crankcase drainings and flammable or combustible liquids shall not be dumped into sewers, but shall be stored in tanks or drums outside of any building until removed from the premises. 907.9 Fire Control 907.9.1 There shall be no smoking or open flames in the areas used for `~ ` '`' fueling, servicing internal combustion engines, receiving or dispensing of flammable or combustible liquids. A conspicuous sign prohibiting smoking shall be posted within sight of each customer being served. The motors of all vehicles being fueled shall be shut off during the fueling operation. 907.9.2 Extinguishers of a minimum aassification of 2A-20B:C shall be pro- vided and so located that no pump, dispenser or fill-pipe opening shall be a greater distance than 75 ft from such extinguisher. 907.10 Marine Service Station 907.10.1 The general construction of marine service stations and the storage and handling of flammable or combustible liquids at such locations shall, except as otherwise provided in 907.10, be in accordance with the provisions of this chapter. Standard Fire Prevention Code/©1991 107 TARI.E 907.6 ELECTRICAL EQUIPMERIT FOR HAZARDOUS AREAS-SERVICE STATIOPIS NEC Class 1, Group D Location D'nrision' Extent of Classified Area 1 Any pit, box or space below grade level, any part of which is within the Division 1 or 2 classified area. Underground Tank- _ Fill Opening 2 Up to 18 inches above grade level within a horizontal radius of 10 ft from a loose fill connection and within a horizontal radius of 5 ft from a tight fill connection. 1 Within 3 ft of open end of vent, extending in all Underground Tank- directions Vent, Discharging Upward _ 2 Area between a ft and 5 ft of open end of vent, extending in all directions. Dispenser- 1 Any pit, box or space below Pits grade level, any part of which is within the Division 1 or 2 classified area. Dispenser- 1 The area 4 ft vertically above Dispenser Enclosure base within the enclosure and ~ti;e ~ ~~~,; ~sFi > ~, ; ~~ ,x~~s~~ 18 inches horizontally in all directions. Dispenser- 2 Up to 18 inches above grade Outdoor level within 20 ft horizontally of any edge of enclosure. Dispenser- 2 Up to 18 inches above grade Indoor with Mechanical or floor level within 20 ft Ventilation horizontally of of any edge of enclosure. Dispenser- 2 Up to 18 inches above grade Indoor with Gravity or floor level within 25 ft Ventilation horizontally of any edge of enclosure. 1. NFiPA 70, National Electrical Code. t08 Standard Fire Prevention Code/©1991 .e, t , ~;,,,~-.~ ,. ,;, ~~~. TABLE 907.6 (Continued) ELECTRICAL EQUIPMENT FOR HAZARDOUS AREAS--SERVICE STATIONS NECK Class I, Group D Location Division Exfent of Classified Area 1 Any pit, box or space below grade level if any part is within a horizontal distance of 10 ft from any edge. of pump. Remote Pumps 2 Within 3 ft of any edge of Outdoor pump, extending in all directions. Also up to 18 inches above grade level within 10 ft horizontally from any edge of pump. Remote Pump- Indoor i;>yz tz,r,:if~z t~ ,t~£z3~t<` z#3Ste?i 1 Entire area within any pit.. 2 Within 5 ft of any edge of pump, extending in all directions. Also up to 3 ft above floor or grade level within 25 ft horizontally from any edge of pump. Lubrication or Service Room 1 Entire area within any pit. 2 Area up to 18 inches above floor or grade level within entire lubrication room. Lubrication or Service 2 Within 3 ft of any fill or Room- dispensing room, extending Dispenser for Class I in all directions Liquids- Special Enclosure Inside 1 Entire enclosure. Building per 907.3.3 Sales, Storage and Rest Ordinary If there is any opening to these Rooms rooms within the extent of a Division I area, the entire room shall be classified as Division I. NFiPA 70, National Electrical Code. Standard Fire Prevention Code/1991 109 ~ r ~ VICTORIA BANK & TRUST -BRYAN/COLLEGE STATION MEMORANDUM TO: City of College Station FROM: Mervin D. Peters Office Chairman DATE: February 8, 1995 RE : Purchase Contract on Rock Prairie Road at East By-Pass Frontage Road Property Dated April 11, 1994 Please be advised that, under the above referenced contract, this Bank is obligated to grant to the ultimate purchaser, Ray Hansen, or his designee, an easement "... for joint access ... from the service road of State Highway 6, Rock Prairie Road, and the private road to the north" of the properties being retained by us and being delivered to the buyer under the referenced contract. It is intended by this agreement that the purchaser will have joint access and use of the private drive running from the East By-Pass Frontage Road running to Longmire for the purposes of accommodating his customers in a normal manner. 17. The gross square footage of buildings and the proposed use of each building. 8. The total site area and percent of building coverage of site. 9. Designate number of parking spaces required by ordinance and provided by proposal. 20. Show dimensions to size and locate ail structures, parking spaces, drives, curb cuts, parking islands, and setbacks. The following are typical standards for Plan Development established by Ordinance or Policy: ^ 1. Building separation is a minimum of 15 feet. ^ 2. Building setbacks are outlined in Ordinance 1638, Zoning Ordinance, Table A (Sec. 7, P. 30) ^ 3. Minimum parking space is 9' X 20', or on a perimeter row, 9' x 18' with a 2' overhang. All multi-family parking lots must be screened from rights-of way. ^ 4. Minimum drive width is 23' with head-in parking or 20' without parking. ^ 5. Landscaped islands of 6" raised curb are located at both ends of each parking row. ^ 6: Landscaped islands are also located every 15 spaces or interior rows and every 20 spaces on perimeter rows. Streetscape compliance is required which involves special plantings along certain specified in the City's Streetscape Plan. 7. A 6" raised curb is required around all edges of all parts of all. paved areas without exception. (To include islands planting areas access ways, dumpster locations, utility pads, etc.) Curb detail to be approved by City_ Engineer. No exceptions will be made for areas designated as "reserved for future ° parking" ^ 8. Wheelstops-maybe required on interior rows longer than 10 spaces or in special situations. 9. Sidewalks are required at time of development if property has frontage on a street shown on the sidewalk Master Plan or if the Project Review Committee determines the necessity. (Refer to Section 10.2 of the Zoning Ordinance). ^ 10. Director of Public Services determines number,. and size of dumpsters. Locations shall be such that dumpsters are not visible from streets. Gazes are discouraged and visual screening may be required. ^ 1 1. Parking islands are 9' X 20 ; or 180 square feet. ^ 12. Healthy, native trees over 6" in caliper should be retained whenever possible. 13. Fire lanes of a minimum of 20 feet in width with a minimum height clearance of 14 feet .must be established if any structure of any type is more than 150 feet from a public street or highway. 14. Any structure in any zoning district other than R-1, R-lA, or R-2 must be within 300 feet of a fire hydrant as measured along a public street or highway. 15. Fire hydrants must be located on the same side of a major street as a project, and shall be in a location approved by the Fire Marshal's office and the Superintendent of Water and Sewer. 16. Fire hydrants must be operable and accepted by the City and drives must have an all weather surface before a building permit can be issued. ^ 17. A raised island not less than 6" in height and not less than 8' in width shall separate parking areas from public rights-of--way. Eight foot setback from R.O.W. to curb of parking lot. .././-/-/./././...r. ,...../-/././././.r./././././. ././-r-r-r~r-r•r-/.r-r-/-/-/•/•/-/•s-r•/-/•/-/-/. CITI' OF COLLEGE STATION DEUEEOf~MENT gERtlIOES 1101 TEXAS AUE COLLEGE STATION, TEXAS 77840 ';:'; 7a•nnnr•r •/•nr•nnnn/-n/-/•r•n/-/ •/•r •/• nn/ rrrr~i•/•rnr-/-n/-rn/•r-nnn/•r•/ •/-n/-r/-~ -\.\.\.~.\.~.~.\.~.\.\.t.\.\.\.\. \.\.\-\.\.\.\.\.\.\.~. /~.-r•r.r•r•,.r.r.r•r•r•r•r•r-r./././././.r././.r.r.r.~ Facsimile Cover Sheet From: Company: Phone: Fax: ~?~~/-3~1~1r Date: ~- /~-- ®~~ Pages including this cover page: r:r.r. • \ \ \-\•~ `J~~J:r.r~r.r./~J:r.r./~r~r:r•r~r •r•r•r• \.\.\-\-\~\-\-\-v \-\-\•\-\•~•\.\•\•\•~ ~i•r•/.r-/•r-r-r•/•r•/•/•r•n/•r/•nn/. C409) 764-3570 C409) 764-3496 FAX ./-r-/-/-/-/-/-/ ././•r•r-r•/•/•/•/•/•/•r•/•r•/ EXPRESS MART #103 ~ -~~~,~ r Case #95-400 ~ ~L ~~ Show the required fire lane curb markings around the Rock Prairie Road entrance. _ See G.T.E. comments -given to applicant at PRC meeting. _ Remove the note pertaining to underground utilities and show all existing and proposed utilities on the site plan. Show the proposed fire hydrant to be located near the Rock Prairie Road entrance and place a fire lane around the curb in front of the hydrant. The island between parking space #26 and the Rock Prairie Road entrance must be extended to line up with the island located along the west side of same entrance. _ Show the details and dimensions of the entrance from the Texas Avenue frontage road including the proposed throat length and radius. (Show the radius dimensions on both driveways.) Provide the overall dimensions of the parking rows along Rock Prairie Road the Texas Avenue frontage road. _ Drainage Plan - Submit a drainage letter which references the original drainage report done on this property. The letter needs to include the assumptions as outlined in the original report. Verify that this development proposal complies with all assumptions made in the original report. Submit top of curb elevations or post development contours shown versus pre-development contours. _ The landscape plan can be amended during the construction of the project; however, the revised must be approved and installed or guaranteed prior to issuance of a certificate of occupancy for the building. There are required tree plantings along both Rock Prairie Road and the Texas Avenue frontage road as outlined in the Streetscape Plan. The proposed air and water and pay phone area should also be screened by berming or vegetation. _ The proposed sign is not approved as part of the site plan since an elevation drawing is not available. The sign can be permitted separately from the building. At that time, staff will review the proposed square footage and setback requirements outlined in the Zoning Ordinance. Note what type of ground cover will be used and where it will be placed. The dumpster pad must be a 12' x 12' concrete slab and gates are not allowed. There was some discussion about the building setback along Rock Prairie Road, staff has determined that because of the existing access easement, there is no problem with the proposed 7.5' setback. Submit a letter from Victoria Bank & Trust allowing you to utilize the access easement along Rock Prairie Road since it is included as part of tract F-l . ~~ ~,~- ~~~ ~U~ ~~~~ E a~16 PRC CHECKLIST City of College Station Water/Wastewater Division e~ ~~ ~ ~ t~~-I~~ ~Gl eltir GI ~~ (" cli~t'G~G~`~ 1S ` 'S VIA 'L~ 1~ c ~' ~ a nom! ~ •?-,'p,~~ I . PLATS Provide adequate easements for all lots to have access to public water and sanitary sewer mains. ~r /~~C• i ~}h bnrl'1ch~ ~ ~ ~S~"~~5 w ~ E t( I ~ .,e ~-p +^1` ~r~ ~ns~ ire ; ~ p-~.6 c~~----~--~' ~ . ~j!~"'r c`~ ; ~% ~_ , J ~ ~- ~GGO•--t5 f`e`G`rSt ^~ -fG ~ "1F is..c., Imo.---.~=-- e ~-lC~' %~j. 7 n v~[ ~ G Gaa SL. p~--~ p SITE PLANS / ,J is i s clearly between existing and proposed mains. Existing: Locate existing mains .accurately and note #heir sizes. roposed: Show locations of any proposed mains.. {Their sizes and materials are not required at the site plan stage). Water mains shall be configured in a looped system so as to minimize dead ends. Indicate fire hydrant locations. If existing .hydrants are sufficient, locate them on the drawing. ~If new hydrants are required, show their proposed locations. Note that the final site c~ plan must agree with approved construction documents on the locations of new hydrants. {Note: All hydrants must be installed and operable before any ' combustible materials are brought on site. Also, any new hydrants must be covered by easements for maintenance purposes.) W ter demands and Sanitary Sewer loadings. ~i~w ~'~~'~'~ '~ ~°"`~~`~' Calculated water demands and sewer loadings should be attached to the site plan. However, if water and/or sewer mains are to be designed for the project, this data may instead be attached to the utility layout sheet of the plans. WATER DEMANDS. Each meter must have a separate se# of demand data, as follows: ~~ ~~~~~ Maximum Demand (needed for ail projects except single family residential} is the rate which ~F ~~~ ~t ~,~~ ,y results from operating all water facilities simultaneously, in gallons per minute. ~~~~ ~~ )t,Minimum Demand (required of commercial projects) is the rate which results from operating `~ -~~i Q~~ the single feast-consumptive water facili#y-alone, in gallons per minute. ,~ c~ M,,,-.~``L~.~K•," ~GNormal Demand (re aired of commercial projects} is the average rate which occurs during b~~ the project's no~ma! hours of operation, in gallons per minute. ~ ~,~~"~~SANITARYSEWER LOADINGS. ~~ Sewer loadings are the~average daily rate, in gallons per day, at which sanitary sewer shall flow from the entire project: ~ As a recommendation for r~ai~teNnance purposes, please make every effort to keep trees and shrubs the following minimum distances apart from public water and wastewater mains, whenever possible: trees ten {10) feet and shrubs five {5) feet. mp CONDITIONAL USE PERMITS How will the proposed use affect the existing public water and sanitary sewer infrastructure? ~ ~: , All Site Plan criteria must be met. ~= °~"~% ~iC~i rev. 2/94 C 0 ~ , 01i09i95 JnNUnRY 9. 1995 14:07 GTE ENGINEERING ERYAN ~,~ATALIE THOMAg - CITY OF COc.LEGE STt-ITION 0®z WILL 8E 4JNABtE TO AT7ENU THE PROJECT REVIEW COMMITTEE MEf T II'IG Ir#EDN t;~Gf1Y . JF1NU/•1RY 11 T 1995 AT 9:00 A . M . LIc.~TED BELOW ARE MAY COMMENTS ON THE TWO ITEMS ON THE AGENDA. PARKING LOT Ptf~N - EXPRESS MART #l03_ (gg-a0o) PLf1CE ~ - TWO INCH DIAMETER PYC PIPE WITH PULL STRING FROM THE UTILITY EASEMENT ALONG ROCK PRAIRE ROAD (GTE HAS A 3X5X3 SPLICE 60X IN ~TfiE EASEMENT THAT THE CONDUIT SHOULD SE PLACED TO - CTE WILL tOi;ATE FOR DEVELOPER SO HE WILL KNOW WHERE TO PLACE ~~E CO~EUFI'YC PoPEHSFtOULDIELLTUPMFOURIOEETD(aR) )FITNTHEE 6UI~.D1 7ERMINnTION POINT. TFiE SERVICE ENTRANCE Sti0Ut0 Bt LOCATED WITHIN TWENTY FEET OF THE POWER SERVICE MULTI GROUND NEUTRAL AND NO C,~OSER TO THE POWtH S~;R`lICE ENTRnNCE THAN THIRTY-SIX INCHES. if TIRGRt'7UNUOA H~X519"W6ROUNOTRODTMUSTEBEOptACEDRATETHEGB.'1CE MUL OF THE TEFiMZNATION POINT. ,,'~ ~:. f • PRELIMINRRY PLAT - GREENS~IORLD PHASE II (95-301) ~~ NO PR08LEMS i,.~ R, it .,:~" `' ;:';'THANKS, ~, x~ ... ,. ..:.~ t i• .r~•~s ~~~'i~,ra'~}`~.2,,, ' ,~ ~~~`'~~ ~`~' ,LA +VERNE L1KIN ~s ~:. ' - K!~i< ~' i 01/05/95 16: 5~4 ^C~ 409 764 3452 COLL STA PUB UTL -~-~~ COLL STA UTILITI' X1002 PROJECT REVIEW COMMITSEE 111'1!95 PARKING LOT PLAN-EXPRESS MART #103 1.CUSTOMER W1tL SUPPLY CONDUIT FROMNORTH END OF THE EXXON EX RLOSATED ALONG THE WEST PROPERTY LINE TO THE BUItDING.THE CONDUIT SIZE WItL BEN THE BUII.DING.HEN LOAD INFORMATION IS OBTAINED.METER WILL SE PLACED O GREENSWORLD PHASE 2- 1.WE NOW HAVE SINGLE PHASE PO PHASE OWERAS NEEDED THERE COUOD.BO SOME AND BETWEEN THE LOTS.IF THREE COST INCURRED TO THE CUSTOMER BASED ON THE 20% OF THE TOTAL COST OF THE JOB BEING PAID BY THE CUSTOMER. From: Joey Dunn To: svolk, dgrace, smccully, nthomas, jkee, vmorgan Date: 8/8/96 1:39pm Subject: Post Oak Exxon's dumpster bond I just received a fax of their bond extension in the amount of $3,750, good for one year from tomorrow, for the bldg trash enclosure, which won't be installed till the car wash/cleaners site is developed. Pm giving it to Grace to put in the file. ~^r TEL i r` ~! 1 `'~ ,per] "{~ ,~~./~'r'i~~~'~... ~! ~ ~~ !I ~ -•~~~~ ~ n;~-cc ~~ t t~~ . ~. ~, Jun 25 02 21:1=~ Igo .002 P . 01 rb" ~-~~" ~~.x~ 't ~ 3•. ~~f • .~ ,, ~. ~~Y tLtitj~C' H.$}nJ L~-CY~.l~~f(,~°3~ LI.9'e.. 9vE'Lr.'''~} -~°~j~(• ;._~t.~ fl4te.l~~fl/~ . ~ F 2 , . t~ ~.~ ~ ~ ~" r'..~~Y r'r•~ ~z. t. t t: ~ S3 c+~tti~li ,...~~xY, f~ ~~:~' 1 ~~ c~ l ~ A l~~f't~ C" . `~7N'~r' ~ ti - T~ uf'1 nj~ ~, t .f ;~"' I 't ~-~,D f .Sf'1~•t ~CF~ is ~ 6x2. ' ` ~r 1 ! p 1 So , i ~ y c~ ~, , ~$ u~ .r `/~ ~~tt l~, is / ~,,~P C.. ~: •~ I C' ~ C,t. ~ /~ X i, •, `N ~ ~j ~'9 t~ ~•~ ~ Y 't'•' t~,'n.,~t`-~~ i. ~ , .` ,5 S` !~ ~ ~: ~I J} f ~-- rr nn. ~ [[ j,, o ~.~ ~~. ~~~ ~..1_t~ ~l its' ~1 ~A 1..1. ~ f ~.~, ~ ~ c~-•1,.~ . ~ ~lC..~ C;r~'1 , j V `D f =~~ ~~~N ~ ~ ~t~r t v~~~t ~ lrt `arc, rC ~ `~C? f~l~ ~ °' --~• R ~u..~ ~-~ GU~n•~,~ Interoffice Memo To: Sabine Kuenzel, Planning Divisioi3~ From: Jim Smith, Sanitation Divisio it.,,®,ss~ J Date: January 5, 1995 Subject: Review of Parking Lot Plan; Exxon Express Mart #103 I want to make some comments on the site plan for this development. The dumpster location is fine. However, the size of the pad should be I2 x 12 and not 10 x 10. Also, I noticed the container screening had gates. Gates are not be needed. This is the only comments I have. Please contact me if you have any questions. Sabine/js .,,;'~:~:;.:'..;:;,;..,;:~'~.:::.• CIT1' OF COLLEGE STATION ~•.••~•~••.-.-.~,-,~,.,.....,.,. ......,.,:;.,.,.,.,. DEVELOF~MENT SER~IGES -'-'-~-•-•••-•-•••-•••-.~ .~:.•.. ;: .,;°,'; :%•-,.,.,.,.,.,.,.,.,.,.,.,...,...,.,., 1101 TE?~A AVE • •.• •.\.\.,.•.•.•-•.• •.•.,.•.•.,.,.\.,.,.,.,.,.,. ~~.~.''~'•'~'~~~,''''~'~'~~~,.,.•,.~~,.,./.,.~.,.,.~.,.,.'' COLLEGE STATION, TEXAS 77840 ,~l-~..." I l ~~ ~..,- Facsimile Cover sheet 1 ~ ? y _ ~ ' Company: Phone: Fax: ,~ ~ m. From : ~~ ~ ~~~ , ~ ~;~.~, , Company: Phone: Fax: Date: r Pages including this cover page: Comments: - "~~ ~ :. Wed+a. ^ ~ AF S~/~~.l7 .S:+1r~.,~"~is~ fR a . ~f F ~ ~ ~~• ~~ -, JAN- 3-95 TUE 9:30 InterRlan Architects 7134922554 P. 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T F~ h ~~ ~: :~ 3 II 1 z1 c~ ~ ~ ~ ~ 1 I v ~~ •r 1 , ~ ~ ~~ SIN ~CHITECTS INC. ti"':.Atd?vi@rP~,s di~~,9~i1~"~t,~'TURE INTERIUFCS ~~~`~C;SIMILE TRANSMjS.S~C7~~ c ~w l~ l~'::~-.. l..f .l ;.~,,,~1 ~i92-2206 FAX (7 ~ :~~ ~~~~~~ ---~~,`~~ ~, ~•1 . r ~ .. ~ ~, IRATE ~'~ ~ ~~-„ ~,, ~ '"~.,,~:..~~~............-,.w, 1lME~ ....~..,...~~...~.~~.-_+~'~. ~~~~~' '~' .... , Y~c ~:..~ :~1,:_ .~ ~ - ~ r...... ,.. _. d,. r~ COPIES ~' `.,_.. ~ .., FIRM= ~7 ~~.. '.~,, ° + '~'..~.:f~~~~:. _ ...Q~~:._ ~p ~~';~.'+~~ ~`~ FAX NUMB~R~ ~' "°~~~~i~~'"~.'...~~~~.~...ar°lf.._. ~~ ~ _.....,,,.,,,,, .......__,_._....._....,., FROM. --.... ~~~") ~s~l;,~: =~ :.s „~:'~ ~ ~" .~"'~::' ~~~:._~:::~ -~~~ ;~ ~. , ~ ,-~, 9 ~.~ ,r - .r-,,~ ; d ,~ F ;;,, ,.. ,~ TOTAL. NUMBED ®1F PAOF~~ -.........._...`~.___-.. Ifd(;t l1nlNt; C:gVF'R Cf~of;°I,::"I" ,J~A J -7~-- Q 1 wv f", ,,i" ,:' , 1::,~~,~ ~''d ~lV L_ ~ ~~/ ~ d ',1.'~ '~ '~fi„'F1Ij~ d~. ^ COMMENTS _...._-.._..., ~:,~"~.~~~'I..,:'"~'.,._.,_ .. ~7 _ ~ -~.',%(,,..~,r,,~,d...~°,~~'~.,,~~,. „w.. 'i/ONl~IQCNTIALITY NCI~'l~i:::; T~IIS MESSAGE tS Ini1'Ft~+r`,G:f'} f:~hi('r" v+:;rc T;;i:; i„i5fr; OF THE IND1VIDlJAL OP. ENT;1'Y iCt tr,'i~^.o;.~d ? t:; ~~~I313r.:;:.~',~~f~ nND MAY CONTAIN li~~'ORMRTION T~fAT I~: f'}:+Vlf„~(t.:ti, C, d:+N{"1'i:E+'~Tld~~_, AND CXCMI'T raOM QI:icU3;,(li<L. I.t~tUL~l 1:{`'~'l.i(;~g131,3~. l.A'rN. tr• THE READER OF 'f.il5 MESSACrE t5 N4;+T i'f•if_` 3r`r~'ENUi~d' Ft&,~t,~li°{~ihfl', OR THE EMPLOY"EE ~ESPGN:iiFl.E t'~~+F't rr,$,Y°~'C@~'IP~r„r SI4t; ~~,-.„~~iA~E 'fG THE INItNUtU kt(~Ih'IkNl. 1'(~t,t A@'ll•; H!',RP;?,~6'Y 1vw'i;!'~9~;~ i'HAI' AIRY REPRODUCTION. U1STR1~??1TICih@, tyla (.;s:.>(~I?J(,~ +;~i' PHIS CC}MMlINi('ATI~M is cTRICTLY PRCIHINI?E'I°t. if" yr>E,I H,~4~6•: ?=`~f.:l;,ilds„[~ 7H15 COFAMUNICATION IN Ed?R'af3> f~~~,~£I: ~;~:tt1l,'r' $.i!~ H'•s' ~'f'~fPHO~IE lI1MEDIATELY AND REiI„!RN Ti•{E pklGd4~,~j,,, }~R,r-t,icAGF TO THE ADDRCSS OCLOW YIA ~il:;:', tJ,:'d. i''~J.~~'44,L :'>C~~9~:.t::. TIIf,NK YOII +,. ~ i i d.3NE NAKK ! E,tw ~'I....,A,~~A +!< ~ ~;~a?:1 "':~ 6~AF2K f EN PLACE * S[,)I't"~'; + L'f~'~ ~ r1C~„€~y~~'~J~~{ TEXAS 77084 '713 492-ZZQ~ ~"~~X 7 i 3 492-2554 Printed by Shirley Volk 8/09/95 8:36am From: Shirley Volk Confirm receipt To: Elrey Ash, Jane Kee, Jim Callaway, Tom Brymer Subject: Exxon Express ---------------------------------------------------------------------------- ===NOTE_____________________________________________________________________ CC: Jeff Kersten, Sabina Kuenzel, Veronica Morgan, Jim Smith ............................................................................ I wanted to give you an update on what has happened at the Exxon Express and why it is open and operating with a little dumpster setting right out in front! As you know, we have reviewed and approved with conditions a site plan for the 2 lots to the north of the Exxon site. That plan overlaps with the Exxon site, and is somewhat different from that approved for Exxon originaly. The owner of the Exxon station thought that because we had reviewed and approved that plan with conditions, he could go ahead and build his part of that plan with the Exxon station. The site plan for the Exxon station was not the same in certain areas! Anyway, that's what he did, and because of that, he did not have enough pavement poured to put the dumpster where it was approved. The trucks could not get to it. We struck a deal and issued a C.O. Tuesday with the condition that he has a permanent dumpster pad poured and a screened fence installed around it by Aug 22 (2 weeks). Additionally, he must add pavement to accommodate a shared access easement between the Exxon site and the site to the north. He must furnish filed copies of easements, both access and dumpster, and install haybales and silt fencing along the drive pavement to control runoff from the Exxon site. (by Sept 8 - 1 month). Also, he put up a financial guarantee of $3750. to cover these conditions, as well as a big bond to cover landscaping requirements because it is really too hot to successfully install landscaping right now. I wanted you to know that Jim, Sabine & Veronica helped "cut this deal", and the customer went away happy to be open for business today, albeit not completely satisfied because he couldn't understand why he had to do all of this! I wanted to update everyone on what has happened in case you get calls about the dumpster setting right out in front - completely unscreened. There really wasn't any other way to do it and let him open for business today. We thought also if it is right by his door, he will be in a big hurry to get the permanent location finished! I also want to thank Jeff K. for his help. ------------------------------------------ Page: 1 M. L. HAMMONS, P.E. 1700 KYLE SOUTH, SUITE 240 COLLEGE STATION, TEXAS 77840 (409) 696-1444 September 6, 1995 City of College Station The enclosed proposal is submitted for approval to construct driveway and trash enclosure facilities, Your approval is requested to allow construction to commence promptlyo °Thls proposal Includes: 1. Concrete driveway at north end of existing Exxon building 2. Concrete trash dumpster pad 3. Concrete driveway in front of trash dumpster pad 4. 8" high, woad fence at back and two sides of trash dumpster 5. Silt fence with have bales and fabric fence Sincerely, M. L. Hammons MLH/av Enclosures: 1) Construction Proposal 2) Drawing #SPP1 3) Paving Construction Specifications 4) Silt Fence Installation Details 5) Hay Bale Installation Details PROJECT PROJECT: EXXON EXPRESS /ROCK PRAIRIE, LTD. LOCATION: ROCK PRAIRIE ROAD @ HIGHWAY 6 (SOUTH) DATE: 8/28/95 (reve 9/5/95) CONDITION Two items are needed to meet ordinance compliance at the recently constructed Exxon Express located as shown above. They are: 1. The driveway at the north end of the building must be widened to at least minimum city standard driveway width. 2. A properly designed trash dumpster pad, with enclosure, is to be provided. Both of the items involve use of the adjacent land north of the Exxon Express land. The land is identified as tract "F-2" and "F-3" and is now owned by Rock Prairie, LTD. A development site plan has been conditionally approved by the City of College Station for those tracts. There are also agreements be4ween the two land gwners for joint driveway access and for common trash container usage. Construction plans submittal is eminent for the Rock Prairie, LTD. project, but at this date there are no approved construction plans. Meetings have been held with City Planning Department Staff and compliance with the two requirements listed above is perceived, by the developers, to be urgent. A mandatory completion date has been set by the City of College Station Planning Department Staff. City of College Station electrical system poles and guy wires are located near and above the trash dumpster site. A relocation request has been submitted to the City of College Station by the land owner. It is the intent of the developers to construct both items immediately after relocation of the electrical facilities. PROPOSAL In order to immediately construct the facilities required to achieve ordinance compliance, it is requested that construction of the two items listed above be accomplished as additional work within the approval of the Exxon Express Project. The driveway will thereby be constructed by approved Exxon Express Project standards and will be as shown by the hatched area at the north end of the Exxon building on Drawing #SPP1 which is a part of this proposal. Likewise, the trash disposal facilities will be constructed according approved standards and will be constructed as located on the same drawing. To accommodate the angle of approach of the trash enclosure, part of the common access easement paving is needed. Accordingly, the south curb of the existing common access driveway will be-removed and the most northerly segment of the common access paving will be constructed. The proposed driveway configuration is also shown by Drawing #SPP1, At the time of construction, hay bales and silt fencing will be installed as required by the City Engineering Department Staff. Configuration of the erosion control devices are also shown on the drawing submitted herewith. ACKNOWLEDGEMENT It is hereby acknowledged by the owner of the land on which the improvements are to be constructed that such items are to be constructed and are to be a permanent part of the flock Prairie,~LTD. development project. ~, , Bill Trainor PAVt~VG:~~C~-'~~ .TECHNICAL STANDARDS 1, 5'. AND/OR 8" AS INDICATED ON PLANS, THICK - REfNFORCED POURED IN PLACE CONCRETE PAVING SURFACE WITH LQNGITUDfNAL COLD KEY JOINTS 20' O.C. -AAX W/LATERAL wEf PRESSED CONTROL JOINTS 20' O.C. MAX. OVER 959; STANDARD PROCTOR COMPACTED ~' .SUBSOIL BASE OR AS RECOtvtENDEO SY SOIL` ENGINEER.- ALL CONCRETE SHAM, HAVE A COMPRESSIVE STRENGTH OF 30D0 Pgf MINIMUM AT~ 28 DAYS. ALL CONCRETE .SHAM 8E PRODUCED WITH A MINIMUM CEMENT CONTENT. OF 520' L.BS. PER CUBIC YARD (5,5 U.S. BAGS). ALL COtJfCRETE SHALL !3E PROQUCEO WITH ,AN ENTRAINED AIR CONTENT' OF 43: BY VOLUME. ALL CONCRETE-SHALL HAVE A MAXT1rtUM WATER/CEMENT RATfO OF c~.53. (6.0 GAL./B~G~). THE MAXIMUtv4 ALLOVYABLE CONCRETE SLUMP SHALL BE 4 tNCHES. PARKING ;AND` DRIVE AREAS. TO BE REtNF'ORCED WffH ~4 BADS AT' ~ 1 ~', ~ O:C_ EACH DIRECTIQ#~. EXPANSION JOINTS SHAi.L BE PLACED AT A 1~AA)CIMUt+A DISTANCE Ot` 40'-d' O.C.: PLACE NO. 4 REBARS AT 12" O.C. FOR g' PAVEtrtENT INDICATED BY PLANS. SAME FOR PAVEI~EN7 OVER TANKS. 2. OWNER RESERVES THE RtGNT TO . REQUEST A C4MPAC~N TEST AIVa OR A CORE SAMPLE. ~'iF TEST' ,,PROVE CORRECT, PER Al~OYE REFERi~tJCED SPECIFiCATiONS, T~ESfi VId1Ll BE /~'T THE EXPENSE OF T}~W bWNER. OTH~RWiSE, CONCRETE .CONTRACTOR SHAM BE CHARGED FOR TEST AND 6E LIABLE FOR ANY AND/OR REPLACEI~tENT OF THE PAVING 'AREA 3: CONCRi=fE WALKS TO CQ:NSIST Oi- 4 INCHES OF 3000 PSl CONCRETE REfNFORC- EO WITH 6x6 10/1O WWlvt OVER 2" SAND t-EvELING BED (REFER TO NOTES ON SUBGf?ADE- PREPARATION). 4. CQNCRirTE ififALK TOOLED. C.ONTROI, JOINTS. TO OCCUR AT S'=~' O.C. 5. gACKk~ZE OR SIIB~RADE BEL©W ALL PAVING, SHALL CONStSY OF 6" COMPACTED ~UBGRADE, THAT HAS ::QEEFI~ 5TA8l..I~ED WiTH~ A. MINIMUM Of .6~ 8Y VOLUME OP FiYDRA?EQ UME THI~~ tfE~A `26d} : TH042OUG1.4CY f~,tIXED AND BLENDED.. THIS STAB- ~~ tt.:iZ~ SU~RAD~_S.MALL ~8£ CQtitPACTI~tl T0: A MiNlMllhl Of 959a .pF ASTM D~ egg t.~Q£~TIZrtUM tutOt5TU14E COhITENTr ~GOi~TRAGTOR TO VERifY SOIL REPL7RT REQ~ai<u~: ~,--~ ~ oi},1~; '~G~'kj~'~ ~~ ~S~I-~-~ ~~L~t~-A-I,C~ ~iJ ~t~G~C.-~".~ _.~2_17~ ~ ~~~ 007 ~~ ~ 1 ~,~©,G, ~a-2~ ~ o ~ ~ 2`~ ~ I~ ~ (-~~~T~- ~,~~ ~ '~ ~. S ~ °, ;-~ ~~ WATER ~-~~ ~ ~~~ a~ ,~ u ~ ~' u~ n n~ ~;~ „~ iii , , i ~i! ,'- -~~ P I C T ~ R I A I___ CITY APPROVED SILT FENCING WOOD STAKES @ 8' C TO C ~viAX, WATER FLOW SPACING . - ... 6„MIN 6"MIN DEPTH ADEQUATE TO INSURE FENCE STABILITY TOE OF FENCE TO BE BURIED AS SHOWN. S ECTI 0 f~ Flow -~- i;.1 ~ q , ° ~ ,~a :off%s.'.' EMBEDDING DETAI L Angle first stake toward previously laid bale - Flow °'~'~ 4" vertical face Wire or nylon bound bales placed on the contour 'K`- 2 re-bars, steel pickets, or t''~'~ .r~.'~,~t;; ~~` ~~ ~ - 2°' x 2" stakes 1 1/2' to 2' it;i ~i~"4~L = in ground ANCHORING DETAIL ~- FIGURE ~ - I TEMPORARY STRAW (OR HAY) BALE BARRIER R~