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Home My WebLink About53 Development Permit 285 Haddox ApartmentsDE VELO PM ENT PERMIT PERMIT NO. #285R FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot C2, South wood Valley -Section 30 SITE ADDRESS: Haddox Apartments, Balcones Dri ve OWNER: Sphinx Enterprises, L. L. C. 1911 Wilshire Drive Irving, Texas 75061 DRAINAGE BASIN: Bee Creek -Tributary A TYPE OF DEVELOPMENT: This permit is val id for all s ire wo rk and huilding constru ction in accordance with the approved plan s. Erosion contro l musr be adhered ro and NO work or debris shall be pla ced within rhe .flood way area as depic'ffd on rhe approved drawings. This permit as revised also includes rhe consrrucrion of a manhole and appurtenances. Contractor shall prevenr silt and debris .f;'0111 leavi ng the site in accordance with the Ciry of Colle ge Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage ro exis ting ciry streets or infrastructure due to heavy machinery and/or equipment. In accordance with Chapter I] of the Code of Ordinances of the City of College Station, measures shall be taken to in sure that debris from co nstruction , erosion, and sedimentation sha ll not be deposited in city st reets, or exis tin g drainage facilities. I her eby grant this permit for development of an area inside the special flood hazard area. All development sha ll be in acco rdance 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 co des and ordinances of the City of College Station that apply. Administrator /Represen ta ti ve Date Owner/ Agent Date DEVELOPMENT PERMIT PERMIT NO. #285 FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: Lot C2, Southwood Valley -Section 30 SITE ADDRESS: Haddox Apartments, Balcones Drive OWNER: Sphinx Enterprises, L.L. C. 1911 Wilshire Drive Irving, Texas 75061 DRAINAGE BASIN: Bee Creek -Tributary A TYPE OF DEVELOPMENT: This permit is valid for all site work and building construction in accordance with the approved plans. Erosion control must be adhered to and NO work or debris shall be placed within the floodway area as depicted on the approved drawings. Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area inside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application £ r the above named project and all of the codes and ordinances of the City of College ion that apply. Da(e 14 :20 "6'409 776 0411 TONY JONES \ 4475 Hicks Lane COLLEGE STATION, TEXAS 77845 \ (409) 776-6111 TONY JONES ...... DEVELOPMENT SVCS ~ 001 ------1111 ~ •• " .s~~siii~. ~-·-_._.. --·-- - ~ ·-..-19 ~ --~ .. ~ ----------~ -~-----~ DATc AP.r; 1 .. 2.6. .•... 1.9.9.5 ro : ......... ?.~ .. ~~~-~ .. ~X ...... Y.? .. ~.:.~./P .~ .. ~.~ ~ .. ?..P..'.~~--~-t Co 0 rd i n at 0 r SUBJECT .... l..n.f..o .. r .m.a . .tio n . re d.e.i.v.e.d ..... .f .r.o.m. City of College Station engineer > Sh1rley, ................................... ,. ...... This is the information that I received from the engineer. Will this take care of what you need? Please give me a call at the office if everything is in order. Thank you, D Please Reply D No Reply Necessary Tony 51(JNED '5'409 776 0411 :---~------------ TONY JONES ••• DEVELOPMENT SVCS RP~-2~-9~ ~ii i11LT ___________ r_A1_1_1~_J_M_!,_c_,6 ti....,1 .. -.1:1.,. .. ____ 4 .~ 9 g.s" 2 :::! 3 7 April 26, 1995 Mr. Tony .rone11: When each unit of thic apartment complex ie oonsidered for an individual water meter thP. aAt!mAt~d water demand is 20 gpm. Thie ie calculated by ~he f ixtuce count ~hich Lotale 19 fixture un.H.a p•r apart.ment. Usinq table Fl02 of tho Standard Building Code 19 tixture units correlates co an estimated demand of a little leas than 20 9pm. As I have vreviously aLatea Lbe minimum fnr ~ny house apartment or office Duildin9 will have to be 0 9pm. s1neerely, . y:;;r~ Paul M. Swoboda"P.E. a, 1 Ftit;~ .2 Ol{~M · Mc tJ I$ S"'" p,n---\j 141002 mtt><-V5 ~~ Ft.X.1'-Vte"!5 ( zo "'J ~n1 b) -2MQ I" IY'>'f-~r {,Jo f"')(/5 mdm) -3WJM :..> 3 1 ' cl1~p\°'eer0e_f\+- CONSUL TING ENGINEERING & LAND SURVEYING 4444 CARTER CREEK PKWY, SUITE 108 BRYAN, TEXAS 77802 1409> 846-2688 1409J 846-3094 April 28, 1995 Mr. Kent Laza, P.E. City Engineer D epartment of D evelopment Services P.O. Box 9960 College Station, Texas 77842-9960 Re : Form elevations for Balcones Apartments to be located on Lot C2 of a Replat of Tract "B " and Tract "C" -Southwood Valley -Section 30, College Station, Brazos County, Texas. Dear Mr. Laza, The contractor has constructed the forms for the building slab on the project site as referenced above. Garrett Engineering forces have verified that the lowest finished floor elevation is set at elevation 282.50. This same minimum finished floor e levation is four and one-half feet (4.50') above the 100-year flood ~ .. plain elevation of 278.00 as depicted on FIRM Map Number 48041 C0182C, effective date: July 2, 1992. : . I hope this letter will serve your needs, however, if you have any questions or · · problems with the above items p lease contact me at your convenience at (409) - 846 -2688. 04/28/95 16 :07 ft409 776 0411 TONY JONES DliVELOPMENT SVCS 141001 141002 04/27J 9n 16:53 if409 78' 3~R6 ... Fi&m'tXD Dev.aopn.ent Penn.It City of Codqe Station. Te:u• Site LeaaJ Description: Lot C 2 of a Re P ! at of T ~act . ". B 11 and Tract. "c" - Southwood Valley -Section JO. College Station, Brazos County. Texas Site Owner : s p h i n x F tl t er pr ; s • ~ ,., ,i . c Address: _ 1 g U W; ls ti j; e ~= 1 v e • I ~ v i n g , T x Telephone: ( .21 __ 5 __ -7 __ 4 __ _ 7 5 0 61 Ardaitectl Addreu: 2900 South Texas Aw.c, Br.van, l : Engineer: Constantin Barbu Telephcne No : { 4 0 9 } 7 Z 5 - 5 5 4 0 Contn.ctor· T on y J one s I L e g a,.c.l, Co n s t , Address: 4 4 7 S H i c k s La n e , C.ll.l..l.e. q e .... ·~.- Telephone No: (409) zzg .. s1j1 :rtat10n,Tx Date Application Filed: 4 / 2 61 9 5 Approved:~------·-_ Application is hereby made for the following development 1jp.ecitlc waterway alterations: ----··-· ----·· ~---·---~--------------- 0 0 ~ Cl 0 Application Fee Signed Certi~cations Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . Site and ConJtructh;m Plans, with supporting Drainage Report two (2) copies each. Other :-~----------~~--------~----- M;KNOWLIIDGMJiNTS; I.-~---__ --' design engineer, hereby aeknowfcdac or aftinn that~ ihe information and conclusions contained in thts abov111 plarn1 and supportin& documents comply with tire. current requirements of the City of College Station~ Tex.as City Code, Chapter 13 and. its ~iatod I>minagc PQlicy And De5ign Standards. As a condition of flpproval of this permit application, I agree to const improvements proposed in this application accordlns to these documents and quireJm: ts uf Chapl~i· l ~ of the College Station City Code. er(s) Me19dy Att ·1 a t/'-zrr; ~ i? 04 /27 /95 16:54 'a'409 764 3496 DE VELOPME NT SVCS Figure XII Continued CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B. ·1. n11 ~d G"~~ar E , I~·· L\ '-' <:,,.·t.ij,, ngmee 1. o;,.:r.tr .._o.~ .. · ... ~.r 'I"~··. "/Sly~ .. ·<>" 1 •1, s.s-· .......... ·~~: Date ''/ONA\. -~ I, ..... ,~~, ...... --do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : ~~~~~~~~~~~~~~~~~~~ In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . ~003 323729 OF COLLEGE STATION c;P -----'-"''--_ __..;./ ______ , 19 ~ THANK YOU D. ~~ -------~-------------------------------------------------- 323730 ~--+--~..,.....---· 19°'5 323731 CITY OF COLLEGE ST A TION -------------· 19 __ _ ___ Cash __ _ THANK YOU 323732 CITY OF COLLEGE STATION -------------· 19 __ _ ___ Cash __ _ THANK YOU t0"d April 28, 1995 Mr. Tony Jones When each unit qf this apartment complex is considered for an individual water meter the estimated water demand is 20 gpm. This is calculated by the fixture count which totals 19 fixture units per apartment. Using table F102 of the Standard Building Code 19 Fixture units correlates to an estimated demand of a little less than 20 gpm. As I have previously stated the minimum for any house apartment or office building will have to be 0 gpm. Using a max of 20 gpm. min of 0 gpm the average would logically be 10 gpm. Considering the fact that these units are apartments and with a neglible amount of water not going into the sanitary sewer the sewer load will be the same as the water consumption. This is a min of 0 gpm, max of 20 gpm, and an average of 10 gpm. I hope this will satisfy the city requirements if not please advise. Sincerely, Paul Swoboda P.E. ,' I ' :JI 'I ' !: 28 WATER METERS Table 2 -2 Total Quantities Registered Per Month by Meters Operating at Varying Percentages of Maximum Capaci ty ./-·-.,-----....-----.. ·y~~-~-~-·-----~----~----~----~-·~:_re_r_~=~=~~i:_n_d_T_w~:~;_: __ '-----~-----~--~, I Yi-in . Compo~nd 4-in . ) " Percentage Y•-in . Y1-in . I-in . is pla -Displacement Displace-\ of Safe Di sp lace-Di s place -Displace-mentor or Clas s 3-in . 3-in . 3-in. Class ment Maximum ment or ment or ment or Class I I & II Displace -Com-I & II or Com- I j. " ::1 '.! ., i ;i l .~ . ~; Thousands of Gallons 2 173 259 432 864 \~ 276::: 30 259 389 648 1296 2074 3888 4147 4536 6480 33 302 432 734 1426 2280 4320 4608 5168 7340 40 346 518 864 1728 2765 5184 5530 6048 8640 50 432 648 1080 2160 3456 6480 6912 7660 10080 60 518 778 1296 2592 4147 7776 8294 9072 12 960 70 605 907 1512 3024 4838 9072 9677 10 584 15 120 80 691 1037 1728 3456 5530 10 368 11 059 12 096 17 280 90 77 8 1166 1944 3888 6221 11664 12 442 13 608 19 440 100 864 1296 2160 4320 6912 12 960 13 824 15 100 21600 Thousands of Cubic Fe et 10 12 17 29 58 92 173 184 202 288 20 23 35 58 115 184 346 369 404 576 30 35 52 86 173 277 518 553 606 864 33 38 57 95 190 307 570 614 666 960 40 46 69 115 230 369 691 737 809 1152 5'.: 58 86 144 288 461 864 922 1011 1440 60 69 104 173 346 553 1037 1106 1213 1728 70 81 121 202 403 645 1210 1290 1415 2016 80 92 138 :no 461 737 1382 1475 1617 2304 "" ~...., !O ·~ !56 259 518 829 1555 1659 18'.?0 2592 100 115 173 288 576 922 1728 1843 2022 2880 *Nou: Displacement type meters manufactured in accordance with C700-71 (and earlier C700 editions) should not frequently be run at more than 33 percent of maximum capacity . Newer displacement meters and other meter types should not frequently be run at more than 50 percent of maximum capa ci ty . Figures above 33 or 50 percent of safe maximum capacity arc given only for purposes of computing overloading of meters. The safe max im um operating capacities apply only for short periods of use of peak load s occuring at long intervals . Considering variation in flow rate s usually encountered , the monthly totals should be somewhat less than those of continuous operation at these flows . 4/20/1?r/Y) Post-It"' brand fax transmittal memo 7671 #of pages • Co. Co I. ~ rb'1 Phone# Fax # (/J'-?.J _ ft; Fax# -7 K. PENALTY Any person, finn, or corporation who shall manipulate or cause the manipulation of any part whatsoever of the electrical and/water distribution system of the City of College Station, for the purpose of connecting to said distribution system to obtain electric current and/or water without the knowledge of the City of College Station, and in violation of the provisions of this section , shall upon conviction thereof be fined pursuant to the General Penalty set out in Chapter 1, Section 5, of this Code of Ordinances_. (Ordinance No. 2030 of September 9, 1993) SECTION 2 : WATER AND SEWER SERVICES A. SCHEDULE OF RA TES Rev . 1195 The monthly rates to be charged · to resident customers for public utility services, namely water and/or sewerage connections, shall be in accordance with the schedule as follows: (1) Rates for Water Service (a) Resident customers, whether single-family, multi-family, or commercial and/or industrial using water within the corporate limits of the City shall have a service charge based on the water meter size . (b) (c) (d) Service Charge: Meter Size 518" 3/4" 1" 1.5" 2" 3" 4" 6" Usage Charge : Service Charge $8 .30 per month $8 .30 per month $10.45 per month $15.50 per month $24 .50 per month $77.40 per month $115 .00 per month $140.00 per month $2 .03 per 1,000 gallons Subject to available capacity under present City of College Station load requirements, present system capability, anticipated load requirements, and anticipated system capability, the City of College Station City Council may enter into contracts for the sale of water outside the City's corporate limits. All customers receiving water service under contract where the water rates are not addressed in the contract or where water rates are set by ordinance shall pay 1.25 times the amounts set forth in (a) above . In the event the City of College Station is unable to meet the water service demands of Its resident customers and/or those customers outside the City of College Station corporate limits then resident customers shall receive preference in service. (2) Rates for Sewerage Service (a) For resident customers using sewerage service for household purposes, single or multi-family, within the corporate limits of the City: Monthly charge per household unit : $19.50 11-4 I I E i'I G I i'I EE RI i'I G CONSUL TING ENGINEERING & LAND SURVEYING 4444 CARTER CREEK PKWY, SUITE 108 · BRYAN, TEXAS 77802 · C409> 846-2688 (409> 846-3094 April , 17, 1995 Veronica Morgan, P .E. As sistant City Engineer Department Of Development Services P.O . 9960 Coll ege Station, Texas 77842-0960 rlfli)JXJx APr.s RE: Balcones Apartments To Be Constructed On Lot C2 Of A Replat Of Tract "B" & Tract "C" Southwood Valley -Section 30, College Station, Brazos County, Texas. Dear Veronica, The above referenced project was considered in the original drainage report for the Replarof Tract "B" and Tract "C " -Southwood Valley -Section 30. The floodway was established so as to enable Garrett Engineering forces to render the floodway limits on the aforesaid Replat. The flood plain limit was taken as an elevation from the current FIS maps and utilizing actual "on-the-ground" topography to established the limits as depicted on the grading plan . The elevation of the 100-year flood plain within the limits of the subject project was detennined to be 278.00. The drainage ordinance stipulates that the lowest fini shed floor elevation of any habitable structure should be no less than four (4) feet above the 278 .00 elevation. The minimum finished floor elevation indicated on the grading plan is 282.50, which is 0 .5 feet above the minimum. It was deemed in the original drainage report and verified by subsequent studies that no detention would be necessary for this project. The City Engineer was also contacted regarding detention and his opinion was also that no detention was required. A si ngle five foot (5') wide curb leave-out is provided for drainage to exit the parking area and sheet drain to existing Bee Creek. Due to modifications to the orig inal grading plan as submitted, there will be no fill placed in the floodway limits. (See Revised Grading Plan attached herewith). It is our intent to adhere to th e stipulations and guidelines as presented in the drainage ordinance and we feel that the revised grading plan as submitted fulfills srune intent. Predevelopment and Postdevelopment peak run-off computations are include for your review and con si deration as follows: Determine.Total Pr~-Development . "l' Peak Storm Water .Dischar e Rates · Tributary Area ("A"): 0.83 Acres Pervious Area : 0 .74 Acres Impervious Area: 0 .09 Acres C= 0.40 C= 0.98 Run-Off Coefficient ("Cwt"): 0.46 Total Travel Time: 10.00 Minutes I Hourly Intensity Rates ("I"): 2-Year: 6.33 5-Year: 7.69 10-Year: 8.63 25-Year: 9.86 50-Year: 11.15 100-Year: 11 .64 Peak Discharge Rate ("O"): 2-Year: 2.43 5-Year: 2.96 10-Year: 3.32 25-Year: 3.79 SO-Year: 4.28 100-Year: 4.47 Determine Post-dev.elopmeri~ Peak .· ,--. *'1i.l(~"'ft.""r'" .:i;.t ty/"!'i!';?·: ,--_-"""'~·. • Storm Water D1schar e No Detention _, Tributary Area ("A"): 0.83 Acres Perv ious Area: 0.33 Acres Impervious Area: 0.50 Acres Run-Off Coefficient ("Cwt"): 0.75 Time Of Concentration ("T/c"): 1 O Minutes (Min) Hourly Intensity Rates ("I"): 2-Year: 6.33 5-Year: 7.69 10-Year: 8.63 25-Year: 9.86 50-Year: 11.15 100-Year: 11 .64 Peak Discharge Rate ("O"): 2-Year: 3 .94 5-Year: 4.78 10-Year: 5.37 25-Year: 6.13 50-Year: 6.93 100-Year: 7.24 Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second C= 0.40 C= 0 .9 8 Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Inches I Hour Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second Cubic Feet I Second I hope this report will serve your needs, however if you have any questions or problem s please contact me at your ear liest convenience (409) 846-2688. Respectfully Submitted, Donald D. Garrett, P.E., R.P .L.S. Garrett E ngineeri ng f+ADD(j 'A Ap~ l 0 u /...> IT~ I 2<X:, ~ pEt?. Ul...l i I PLANS EXAMINATION / Z, Obd rp ~-rAL Perm i t Number:. __________ _ Drwg. Code Num. Ref. A10 S~G "1 2.1.3 Num. ... Questions ·or Comments Page _/_ of J_ ' Date: 4-Jq-q~ t.1 I ... Drwg. Num. Code Ref. Page __ of Date: Num. ; . --~6'-----'------· 19 ~ cEIVEDOF ___________________________ _ :e6A Apj/;t aftoz THANK YOU D. ~°'-"- . . . __ -L..o<;..4--------··. ·19 Qf THANKYOU 0 9'i>o M•Dlcb.ir R•a4 Birmfntb...u:n.. AL 3S2U CODE SECTION T .400 402.2.2 402.23 402.26 402.3.2 403 403.4 4035 701.2 (Exe. 1) 903..2 902.3 9023.l 9023.2 902.1 902.7 SBCCI o Rev. 7/91 C-lOR H t:~IUt::N I IAL OCCUPANCY JURISDICTION ~-..J_-'-~~--1...L.L--"~'.LL!:~~~~=1--- BUILDING DESCRIPTIO to UN\~ L2.~ ~ 7~ "£.. V~ l:l 0 R1 D R3 \ 2. oG.o til 'TcrrAL I SPECIFIC REQUIREMENTS OJ<. ITEM COMMENT ORN/A Building Height & Area olL- Parking Under Group R f-.l \ A CODE O.K. SECTION rTEM COM MENT ORN/A 901 SPRINKLERS WHERE D NIA REQUIRED M=anines t-.:)\.A Specia l Unlimited Heigh t N\A Open Space [ncrease o~ 9015.(1) Basements & Cellars > 2500 sq NlA ft 9015(2) Buildings w/o Access NlA Mixed Occupancy J-.Jl-A 901.7S Group Rl ~ 3 s tories w/o ext. tJlA exitway stairs Tenant Separation Cl) 901.7.6 Group R2 ~ 3 stories w/o ext. Separation of Townhouses 1'JlA (Exe. 1) exit stairs Max. 4 Communicating NIA Levels in Units T.400 For Height or Area Increases T.600 Reduction of hourly ratings in Smoke Detection System n\l.. NoteL 1)'pe I Construction STANDPIPES REQUIRED (o).1A 702.223 Partition Exception (fype IV) 1043 Interior Finish Mod. Buildings > 3 stories or > .~ 50 fL high 903.1.2 Omission of Manual Fm: Alarm Hotels, Motels & T .1104 Exit Travel Distance Dormitories ~ 3 stories 506 High Rise Standpipe Standard NFiP A 901.2 Sprinkler Std NFiP A 13 14 901.8 Supervisory Facilities Supervisory Facilities " I 901 .7.6 Sprinkler Std NFi.P A 13R for (Exe 2) Group R2 stories wino area ,y increase ~ 4 stories RESIDENTIAL FINISH RATINGS INTERIOR FINISH UNSPRINKLERED SECTION 704 REQUIRED O.K., COMMENT ORN/A Exit B Exit Access B Other Spaces c Floor Covering 0.22 Watts/ Corridors & Exits sq. cm. Pngc __ or __ I+ A>bt::>O'f. ApAPYHt..N~ t-LJ t0 1--r s @2 1rzo 0 ~ PLANS EXAMINATION / 1~1 884 ·¢ io--rAL Permit Number:_··~··----- Drwg.-Code Num. Ref. Num. Qu~stions ·o r Comments Page~of_ Date: 3 ... is-9b ', PLANS E.XAMINA TION Permit Number: ·-~~~~~~~- Drwg. Code Num. Ref. Num. Questions ·or Comments Page L of 1._., · Date: ---- II ll II 11 602.6.8 REVISION OF ORDINANCE NO. 1630 Fire Protection Sec. 602.6.8(A) City of College Station Code of Ordinances Fire Lane Markings (a) The owner, manager; or person in charge of any building or property to which fire lanes have been approved or required.by the Fi.re Official or his aµthorized representative, shall mark and maintain said fire laries in the following manner: • All curbs and curb ends shall be painted red wi:th four inch (4") white lettering stating "NOP ARKING -FIRE LANE -row AWAY ZONE". Wording may not be spaced more than fifteen feet (15') apart.. In areas where fire lanes are required but no continuous curb is available, one of the following methods shall be used, in conjunction with the curb markings, to indicate that the fire lane is continuous: Option 1: A sign twelve inches (12") wide and eighteen inches (18") in height shall be mounted in a conspicuous location at each entrance to the property. See diagram on next page for specifications on colors and lettering . Option 2: From the point the fire lane begins to the point the fire lane ends, including behind all parking spaces which ajoin a fire lane, shall be marked with one continuous eight inch (8") red stripe painted on the drive surface behind the parking spaces. All curbing adjoining a fire lane must be painted red . Red stripes and curbs will contain the wording "NOP ARKING -FIRE LANE -TOW AWAY ZONE" painted in four inch (4") white letters. ("Figure A" in Ordinance No. 1630 illustrates striping on drive surface behind parking spaces.) ?0 I I Exampl es Option 1 : 18" DESIGNATED PAR -KING ONLY 1 3/8" 2· 8 se ries 1 118" 2· 2· Cse ries 1112· 2· Cse ries 1 112· 2· Cse ries 2 112· 1 Option 2: I I I I I I I I NO PARKING FIRE LANE TOW-AWAY ZONE NOP ARKING FIRE LANE 8" red stripe painted on drive surface with 4" white letters stating "NO PARKING FIRE LANE TOW AW A Y ZONE" 3:NV'1 :rnH ~NDIBV d ON 3:NOZ J... V M V-MOl 3:NV'1 !IBH ~NDIBV d ON 21