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HomeMy WebLinkAboutDrawingst r s , ! ~ } { .S ( I 1 ~ '`1 s ~ 1' ~ ~ ~ f r I~j F j { ~ L. BOS~'>tEi.L F'C; T yI~ ~ ~ ~ R I"R ~I;_~ 1 I ~ fitOBF.RT P. I~VL'IOD ~ ' ...t,CJE,, r f REI~nI~(',~R ~r , , i f n ~r ; ~r cy(y,,~ z y~/.j[~ DD~~ ~ } } t ~ ( ~,➢1LL~t~ 1,.V_~(.fl.. Hrv~.. 1 t j ~ ~ J TRACT J / ~ r I i ? F - / s f r tUl1~~~.jiTTFDti ~ { ' ~ . y` i 4 s ' ( w ~ ~ ~ • i r . . ~ ~ i ~..2r~El~tiTL1 ~~.II~~D R- t ' EXISTING TREE ~ ! ~ ~ .t 1- . - PROTECTIVE _ ~ r ` FENCING - f - f ~ ~ d f - l 'ti 629.63' ~ ~ j - / ~ f 4 j ~ - J f ` - - ~ t. , r / ~ S 41'38'48` W 634.42' f ` / / j ~ t NOTES FOR NATURAL AREA PROTECTION ' 1. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED -~s ~ DURING CONSTRUCTION WITH TEMPORARY PROTECTIVE FENCING. I 2. THE TYPE OF PROTECTIVE FENCES TO BE USED SHALL BE APPROVED IN ADVANCE BY THE ~ ' ~ UNIVERSITY REPRESENTATIVE. _ ~ ~ I I 3. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF I ~ ~ ~ - ANY SITE PREPARATION , ~ ~ WORK (CLEARING, GRUBBING OR GRADING AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES ~ ~ 1 OF THE CONSTRUCTION PROJECT ~ r . ~ ~ ~ ~ t 4. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A , ~ ~ -r MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP WITHIN TREED C ~ ~ ~ I RIPLINES. s °4, ~ ~ ~ PROTECTIVE FENCES SHALL SURROUND THE TREE OR GROUPS OF TREES, AND WILL BE ~ ~ ~ LOCATED AT THE OUTERMOST LIMITS OF BRANCHES DRIPLINE OR F I ~ ~ ~ 1 ( OR NATURAL AREAS, 5. PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT ~ I 3 ~ THE FOLLOWING: 1 ~ ~ "ti. A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHI CULAR TRAFFIC OR / ~ t,, ~ STORAGE OF EQUIPMENT OR MATERIALS; ~ f 3 B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 IN. CUT OR FILL) ,r / ' ~t, w OR TRENCHING. ~ ! ~ ~ C. WOUNDS EXPOSED TO ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT. r/ t D. OTHER ACTIVITIES ~ ! \ ~ 0 DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CONCRETE TRUCK f , \ " t 1 / , tiq , '1 CLEANING, AND FIRES. ` ~ ~ i 6. EXCEPTIONS TO INSTALLING FENCES AT TREE DRIPLINES ~ ' ~ t ~ MAY BE PERMITTED IN THE FOLLOWING ~ , AREAS: ~ t I L0. A. WHERE THERE I 't ~ ~ t . S TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE , ~ ~ r B;..; TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT APPROXIMATELY 2 TO 4 FT. BEHIND ~ F, ~ ~ ~ - THE AREA IN UESTION. 1 i i t t Q B. WHERE ~ - ~ ` PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE S DISCIPLINE, ERECT THE ~ ~ ~ ~ ' ; FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA PRIOR TO SITE GRADING SO ~ ~ ' ! t ~ C P~ ( U EI `f u THAT THIS AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZE ROOT t, ~ 1 DAMAGE). ' C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6 TO 10 ~ { ~ FT. OF WORK SPACE BETWEEN THE FENCE AND THE BUILDING. , ~ ~ t ; 7. WHERE ANY OF THE ABOVE EXPECTATIONS RESULT IN A FENCE BEING CLOSER THAN 4 FT. TO I ' ' 1 1 A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING-TO A HEIGHT OF 8 FT. ~ ~ ~ 1 (OR TO THE LIMITS OF LOWER BRANCHING IN ADDITION TO THE REDUCED FENCING PROVIDED. f ~ ~ ~ ~ - g. TREES APPROVED_FQR_REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT I f - i~ _ _ TREES TO BE PRESERVED. i ( k : .4 l g, ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. { ~ BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED I ~ 5 ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS COVER THEM WITH ORGANIC MATERIAL IN A ~ ~ ~ ~ MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO 1 EVAPORATION. ----~--`~~-2,,----------------=----------=titi-----~ } t ----1---- x~ , ~ ~ ~~~41'41'06` W 1138.87' ~ ~ I ~-,-rSIG~. ~ / a Sc I ~r;~;~ ' ~ ~ n _ _ ~0.7~--------- - t - t ~ _ t t 3 I ~ ~ a i ~6~ ~ ~ ~ 1 4 ~ ~ ~ ~ - f ~ ~ ~ ~ 3 ~H c~ ~ ~ ~ ; ~ r ~ > . 02, t 9 . 23 ~ \ oo ~ ~ 4 \ S } \ ~ \ i ~ ~ t ~ ry Q i ~ ~ 24.2' t, ~ r ~ ~u ~ i t ~ \ ~ ~ r L ~ ~ ♦ 1 t i \ ~ Q } ~ o ~ ~ \ ~ ` ' ; ~ 'FA i ' \1 G 40' DRAINAGE 1 ~ ~ f ~ ~ {v; 17 ~ ~ ~ sw ti sw sw sw sw 5 ~iBLi ~ ~ ~ ~ FENCED ~ , UI;LiT~ EA~u~~lu~El~T Ss~'T ! I I (Qjr , c l ~ I -t ~4 k.~~t~,_ of ~r~ ~,r ~~Jr : o s t.. ~'T.':e c - t J ~ -E u{; ~ ~ 8a.. 'ra ~ ~ S ..I a~ is 'SFt e~": j S 41'41'06'{ W 1147.x1' { ~ LEGEND: ; I I CITY OF COLLEGE STATION I t 1 , i LANDSCAPE LEGEND AND POINT I ,L-.--- - sw - PROP. STORM WATER DRAIN PIPE PROVIDED CALCULATION FOR / LANDSCAPING* 'F~ , ~ I - W VISION MISSION CHURCH j r PROP. WATER LINE ~ ~ ~ NAME UNIT EXTENDED / s ti ry n ~ ` SYMBOL SIZE UQ ANTITY ` I ~ - Ew EXIST. WATER LINE &TYPE POINTS POINTS ~ , 1 WE OAK TREE ~SS~ ' ~ - z7-^, ~ _ ~ ~ ' E PROP. UNDERGROUND ELECTRIC LINE (QUERCUS VIRGINL4NA) / \ ~ ! 1.5` TO 2' CANOPY TREE 37' 75 2775 1 ® PROP. CALIPER l A t E - AE - EXIST.4,~AERIAL ELECTRIC LINE (sINCLE TRUNK) c CRAPE MYRTLE NOTES: 1. Imigotion system to service all newf 4 ~ - - - - PROPERTY ROW BOUNDARY 1.25 AND (LAGERSTROEMUI 32 40 12ao plantings and will be installed by a~ ! I LARGER PROP. certified installer. CALIPER INOICA) 2. The irri ation Ian shall be ~ ~ ~ I PROP. CONTOURS OF ELEVATION NON-CANOPY TREE the City of College stgtion-Pia°~mitted to ~ , 9 , I r Development for approval. Installation of the ~ I ~ I PROP. 5 107 10 1070 GALLON INDIAN HAWTHORN irrigotion system shall be in accordance wfth i I PROP. 6 CURB (RHAPHIOLEPIS INDICA the approvveedd plan. Installoton of the ( ~ ~ ' ~ a SP. irrigation pjjun is o re-condition to issuance i ' > P ~ .I ¢~t~;~ 4r TO 8 ^EXISTING WITHIN- E4ERGREEN SHRUB of the.~.o. I ~ A~~ ~ l~ ID- tJUtttK W/ bAKKIUAUt TOTAL POINTS PROPOSED: 5,125 o Irrigation system must be prot€cted by a ti I w REQUIRED LANDSCAPING: Pressure Vacuum Breaker, a R rduced PLAN 4 ' ressure Principle Bockflow,-15evice or a !I 8" AND LARGER EXISTING WITHIN STREEfSCAPE: Double-Check Ba-Qk .IoW-Device and installed r 15 BUFFER W/ BARRICADE (ROW FRONTAGE (INCL ACCESS ESMNT)/50)*3DDPO as per City/ Ordinance 2394. ~ q` \ i I E a 1 PROJ_N0_10 4052-102 DRAWN BY: JBF (379.81/50)x300 POINTS = 2,278.86 2,279 POINTS REQ'D j' 4. 100% of the earth disturbed during l PROP. 15 GAL. WAX (409.8'/25) = 16.4 CANOPY TREES construction shall be replenished to new or f F E DATE: 04/29/04 equal. Decgqrotive paving, decorative rock, or MYRTLE WITHIN 15' BUFFER POINTS PER PROJECT AREA a perenniallgross is required in parking lot I S, MIOSS CAPfTAL CORP, h R E'U: EN CE Q 0 ti _ - ✓ 3 ~`EET SCALE: AS SHOWN 94,690.63 SQUARE FEET PER PROJECT AREA islands, sw ~les and drainage areas, parking 6ALL.ECi 1 4..25 ACRE TRACT FOR OTHER PROP. TREE SYMBOLS SEE 94,690.63/1,000 = 94.69 lot setback, right-of-way, and adjacent LANDSCAPE CALCULATION TABLE 94.69130 = 2,840.72 841 POINTS REQ'D e6 147 TOTAL POINTS REQUIRED: 5,120 j 5. The 1.25' minimum caliper for APPR: MFC l ~ t NUMBER AND ORIENTATION *Proposed trees within buffer zone are no counted in Proposed Landscaping Point Totals. - ano trees is for a single trunk. CURRENTLY `w i i 1 ~ DRAWING: 15 OF PHOTOGRAPHS IN 6. All treed within 15' butter to saved ZO~jE agOM shall have the required barricade protection. \ BUFFER ZONE t 7. Vegetation buffer will be 100% opaque. \4 " \ ROBERT P. WOOD ~ r ~ ' _ ~ PORTION OF P,_NIAIPJD;_R OF ~ I z ~ n , t,ALLE~ 1~D..,B_ „CRE ~ ~ T - rRACI i ~ ~ i ~ , - , ~ ~ ~ i ~ ~ Y•. IT " a rig E HIB A , .,29, .1 G ~ ~ ~ i I+I ~~~i.1 i.i~ i fii~,~irl'.~. A II ~ ~I I i , CURRE~dTLl' ZONED R 1 - 1 ~ I i i • , ~ , ~ _ - - ~ ~ 1' ~it~j Iii ~ .-_J ~ i ~ ~ y o . . - - - . - _ ._.I, ; ~ CPC CONCRETE TRANSITION ~ ~ ~ ti i,~:, _ ~ .,1, ~ F ~ r ~ r~~h,i '1U~ i?7__x.1F' ' ~1;:~11 _ ~~1G' ELEC . ~ - P - - _ - _ - - - - - r - - _ - _ _ _ _ . _ _ _ _ . ~2/ 1 _ ~1D' ELECTF~~ICPL EA~ECuIEPdi, ~ ; TO EXIST. CRUSHED ROCK ~;;i ~ i r ~r ~ ~ ' "-(\55~j.~Q~ - ROADWAY ',I ' ~ ~ - 5,. = ~ 9 ; ~ ' S•0 ~T 7...., ~ ~ ~ ~ l llF ~~rf ~ '~`I ~ / i PRO ❑ _ - - - ` ~ ~ LOCATION ti ~ ~ ~ ~ \ -T l~~ l' ~ ~f USE TXDOT TYPE I ~ 1 ~ ~ TO EXISTING ROADWAY ~ ~ ~ A ~f?;~~''~'~~~~/ • 9~. ! . l /R ~ ~ ' ~ ~ CURB AND UT'j'ER1 - ~ ~ WITHIN TK~D T I'~OW 6 - -1 - - ~ ~ ~ v , r . ' - EXISTI G "GRAVEL o ~ ~r.; o ~ •J~ ~ b{ ci~'~ Y ^r. , ~ ~ 4 I _ ~ ~ - i N , O 1P=293:5•. ~ i ~ ~ ~ ROAflWAY (PRIVATE)" N `I r ~ ~ ` r . • G D ( - _ it Yt• It~1STALL ICE EAE~TH I; w r , , e- ~ ` ~ , ~ ~ - - - _ - _ ~s ' - -~-5~ N Tes~_ ,~,i. _ .SHOULDER DJACE~IT',Tb, . Q _ _ _ _ i J KS DRNE w- NOT TO SCALE ~ oA - Y Q z a - ~ ~a ~ ~ ' i' , D v i I - . G~- o NANTUCKET ~ _ \ I _ _ i } , ~I ` ~ ~ ~ _ ; • . ~ ~ _ r i ~ ~ ~ , LOCATION OF I I I CURRENT - ~ ~ ~ ~1 ~ ~ ZONIN,U ~ ~ BOUNDARY I ( , J i i ~ r , I ~ , I \ r ~ f 'v I ~ ~ I + ~ ~ ~ I , , r~ ~ I ~ \ , ~ ~ - i c ~ ~ E ~ ' r Jr I y I L+ 'r I , - L , , I , I ~ ~ , - ' ' ~ i ~ ~ I , ~ IRRIGATION WATER METER \ \ ~ ~ ' ' \ ~ - ° , \ ~ 6° FIRE PROTECTION LINE 2 DOMESTIC WATER LINE . ~ 1 - , \ , • V t' \ 20' PUBLIC; UTILIT`( 2U' PLIBC,IC, 1TILI , ~ ~ EASEMENTS DOMESTIC WATER METER EASEP„TENT, \ ~ \ . ~ ~ \ DRAINAGE OUTLET ;f ~ ~ PROF i \ \ `ST~3UCT_U.RE WITH l,J NOTE: TAPER END OF W001 / ~ ~ \ EMERGENCY'- i~ TRICKLE CHANNEL TO l~l ~ i ! ~ i ~ MATCH DISCHARGE PIPE 2° BLOW-OFF VALVE • \ OVERFLOW WEIR ° . r ~ ` i \ _ / \ i _ rt ~ , r -F PRESENT 15' SIDE _ , _ ; _ ~ ~ _ , i r~ DEUELO MEN DEVEL PMENT 'SETBACK LINE I / _ v 4, I I 7 ~ - F .T 1~. I ~ T, \ ~ \ 3 1 _ LY+ ' L ~ LOCATION OF ~ \ , • ~ \ \ \ ~ , `CURRENT ZONING CREST OF _ \ \ , \ ~ \ \ \t r' ~ s.l:... ~ y \ \ X104. 5 I s \ ~ \ . ,BOUND RY ~ EMBANKMENT \ I 1 WIDE CAL. 280.75 F> ~ ` ` \ . \ \ ~ \ ~ .i . _ : s . 30 OF A EO ELECTRICAL ~ \ , \ . 3. I 'I~ R~E.~;R BLDG. ~ p \ , \ , , 1 SETBACK, LII'JE ♦ F ~ \ \ ~ \ > ~ F. F.'~ _ ~ 50 LF OF 12 0 ARS N 12 DRAIN \ \ O 1YPICAL ~ , 1$~1Q R~ 1 PIPE X1.25% SE s, 1 / I INV. EL. AT `DETENTION 'BASIN 276.57, , \ \ ~ `1\~tb /~'h '~00,. g T l INV. EL. AT CREEK DISCHARGE 275.95, \ e~ ♦ 'A/ \ \ , ~'e~ ` , , \ \ , ~ \ \ , I OUTLET PIPE ISCHARGE \ ~ \ , \ \ , \ ~ ' \ ~ \ \ \ • \ - I STRUCTURE A ~ C~ \ \ , \ , , ` ` \ \ , ~ ; F : s O F t \ ~ ;F v <s~ .A . v . y v . ~ ' v v , . RIPRAPPED SLOPE \ ~ \ \ \ \ ` ~ ; .•J ( CURRENTLY ZONED °M-1° \ e p ~ \ \ s... . i ~1~ 1 i I LOW F W DRAINAGE CHANNEL e ~ ~ , ` ~ - 5 - - N8O~~L. Cal 0.5% e \ \ ~ . ~ \ \ \ • \ \ ( \ e 'V ~iP .~1' 3~ F' "~'F r \ e 5~ ~ °x,96" ° s I •x.., e Q•~ QQ ~T-- , ~ . 0 ~ \ ~ . ,28i, .2. i. ~ 40' DRAINAGE ~e~ P ~ \ sw f ~'sw sw sw sw I sw Sw , 1P. 281; 2. \ \ Q e ~ 1` \ I T FL=278.72 `a I LOT 1 BLOCK 1 OF K.T.N. COMMERCIAL ADDITION; AND PUBLIC \ e~ FENCED 0 ~ \ I I TP£ 81.5 I TOTAL ,01 3.935 ACRES UTILITY EASEMENT \ ` J~ I - - - _ - - - - _ _ _ _ AR OF PRESENT PROP. DEVELOPMENT = 1.876 ACRES \ ``~,G~ ~ I EA, ~ I -{N9T-INCLUi)iNG-AREft ~F-AC£ESS- E~SEM€Id;T)' ~ \ ' ee \ , - - S r I ,AREA OF PLANED FUTURE DEVELOPMENT-~= 2.059 ACRES _ ` ~ _ _ Z80 ~ _ ~ _ ~ _ . - - - I-- ` S41°4T 06"W 1,147.01" INLET STRUCTURE ' OWNER/DEVELOPER: i PARKING INV. 18 IN 277.00 STANDARD 5' CURB INLET Korean Mission Church of Texas A&M _ PROP. 240 LF ~F 18 ~ ADS N-12 WITH 10 EXTENSION - (Vision Mission Church) _ _ _ ~ (DUE a 1113 East 28th Street OFF-STREETPARKINGRE IJIItEMENTS DRAIN PIPE 0.98% INV. EL. OUT - 279.35 REStD_E Q. Bryan, TX 77801 FUTURE PRirSENT ADJACE MR. JEONG-HAN W00 A.TOTALNUMBEROFPARKINGSPACES DEVELOPMENT DEVELOPMENT Tele hone 979 823-1537 BUILDING NUMBER OF UNIT PARHING EXTENDED NUMBER p { ) Fax 979 823-1537 TYPE OR SEATS REQUIItEMENTS, OFREQUIltED - USE total development parking spaces per seat PARHING SPACES - CIVIL SITE ENGINEER: PROP.CHURCH 294 r 0.33 acelseat 98 / PROP. BY CITY • ( ) CSC Engineering & Environmental SHENANOAH LIFT STATION Consultants, Inc. _ „ , TOTAL'`NUMBER OF PARHING SPACES REQUIRED: 98 N0. 1 8 GRAVITY 3407 Tabor Road SEWER LINE B a n, TX 77808 TOTAL NUMBER OF PARHING SPACESPROVIDED: 104 ry Telephone (979) 778-2810 B. HANDICAPPED PARKING ANALYSIS ; - y L Fax (979) 778-0820 1. RE UIREDNUMBEROFACCESSIBLESPACES ` Q - ~5 i CONSTRUCTION MANAGER: TOTAL PARHING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE ~ _ SPACES PROVIDED ACCESSIBLE SPACES REQUII2ED SPACES REQUIItED TO ~ _ Day Spring Resources, Inc. ~ BE VAN ACCESIBLE N ~ F 10505 Grant Road ~ / , Houston TX 77070 I-25 1 1 MOSS CAPITAL CORP. ~ CALLED 14.28 ACRE TRACT \ Mr. David Bryan, President 26-50 2 1 2763;147 Telephone (281} 477-6544 51-75 3 I i r_.. /no~\ ~-,-f -in7~ nr innr~rrr ,neirn vnnu Z rax k/-oi) 'r//-/ajj 76-100 4 1 ' '.,UrCrt111Ll LUdtu ISOLATED SO AS NOT TO BE VISABLE FROM ANY ARCHITECTS; PUBLIC RIGHT, OF WAY OR `RESIDENTIAL DISTRICT ~ -.PORTLAND CEMENT CON RETE SURF CES I PROJ. N0.:104052101 FOR 104 SPACES PROVIDED, 5 ACCESIBLE SPACES ARE REQUIRED, ONE OF WHICH MUST BE VAN ACCESSIBLE ~ Mark W. Todd Architects WITHIN 150' OF THE SUBJECT LOT, MEASURED DRAWN BY: JBF PROP. PCC. SIDEWALKS I SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW 1440 Lake Front Circle, Suite A-120 2. ACCESSIBLE SPACES PROVIDED EET ABOVE grRFN N P gHAl I RF Frnn n Fn RwDH HF PROP. HANDICAP`,RAMPS DATE: 04129104 I MV- The Woodlands, TX 77380 CATEGORY PROVIDED REQUIRED COMMENT UTILITY AVG. `DAILY FLOW Mr. Travis Pennison, A.I.A. PEAK HOURLY FLOW GENERAL ACC$SSIBILE 4 4 0 EXTRA Telephone (281) 363-2593 VAN ACCESSIBLE 1 1 o EXTRA DOMESTIC WATER 7.3 GPM-. 29 GPM Fax (281) 367-9053 i PARKINGNOTES: SANITARY SEWER 7.3 GPM 29 GPM 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE - r NUMBER. I r f i'GBcRT P. ~rvOGD , r ~I ' I PGR.TI~I`J OF RENiF,IPJDER uF ~~P,LLED 15.382 ACPE T R=`;rT ` ~ ~ ~ Ex;HIBIT ~~a,t~16 \ , U ~ ~ \ i s i ,~J ~ IP E _ i. LATT D~ • _URREfdTL'i CONED , ~ _ ~ .1. , , - _ - r - - - _ - • _ . - ~ - _ ~ y - - - - _ _ ' . . y - r F ~ ai`.:; rr r' _~l.ai:! - _ _JG EEC _ ~ 9 _ - - - _ ~ _ i ` ~ r _ _ ' , - - - " = . , ~ ~ ❑ PROJECT LOCATION tip, 9y ; - 1 i - ~ - - _ . ~ \ ~ ~ . . ~ , , G~ ~ ~ _ _ \ ~ pKS DRNE ~ - ; ;J - NOT TO SCALE SaDtN D , Q z 5 ~ o ~ ~ ~ ~ " v NANTUCKET \ I ~ - _ . ' , ~J - . t , I ~ ~I ! t ~ ~ ' I - \ I , LOCATION OF I CURRENT -ZONING! ~ 7 t- BOUNDARY I I - , I I I + ~r I, , . _ _ - . I i _ _ ' ,`I ~ I ' ' ;I ~ I • ~ ~ . I I , I • , ' I I -I - t~ ~ I I I I , - l ~ ' I ' I I ~ ' i 1- ~i , I FIRE HYDRANT ASSEMBLY I ~ ~ ~ ; ~y :l"I ~ °`::P`iT; . ~ :.•:)P ~ 1 " \ IRRLGATION WATER METER yt~. \ _ \ \ ~ u '~ti \ " OTECTION LINE 2 DOMESTIC WATER LINE \ 6 FIRE PR_ , ,r i \ \ \ 20 PUBLIC' UTILITY 2Q' PUB~,IC t\.!TILI ; DOMESTIC WATER METER ` ~ t Er,SEP1EPJT~ EASEI''J1Ef~T, \ ~ ~ y= \ DRAINAGE OUTLET PROF \ NOTE: TAPER END OF . \ \ `ST~3UCTt~.RE WITH I`..i' W00I i ~ \ EMERGENCY ! TRICKLE CHANNEL TO 'u.' \ + k \ . ~ ! ~ ATCH DISCHARGE PIPE BLOW-OFF VALVE ` \ OVERFLOW WEIR ` /i M 2 . ~ f ~ - i t - - - --------~--F PRESENT 15' SIDE , ' r • j ~ ' DEVELO MEN DEVfL PMENT _ F cCl4. LIfdE ",T.. ' ~ S_TB, ` - - - L - - - rr - - ~ ~ - ~ - - i - M M M ( - - _ - - - - - - - - - - - - - - - F r s I ~ CREST OF _ \ CURRENT ZONING ~ _ , , \ \ \ ~ \ \ , \ i 104:',e F `.BOUND EMBANKMENT , , \ \ , , • - , ~ i 1 WIDE EL. 280.75 , ~ . , ~ , \ \ , \ ` , \ • •i I ,50 GF n EO ELECTRIC'AL , \ ~ \ . \ I 'i5' ~,E~,R BLDG. ' ~ 50 LF OF 12 ~ ARS N 12 DRA~1 ~ ee \ ~s _ 0 nPi \ . R'~1(Y 1~~ ` I~ PIPE X1:25% SE s: e \ ~ ~ 1, I INV. EL. AT 'DETENTION BASIN 276.57 , \ ee \ \ INV. EL. AT CREEK DISCHARGE 275.95 \ e 'Aid, \ • ~ , ` ` za•:' ' ~ ° 1" \ \ \u'I~'Tt Will, 'ri ~ d . r`•,.. fi;', I OUTLET P.PE ISCHARGE \ ee ~ \ ` , , \ . , , STRUCTURE A \ , C \ . \ \ \ \ \,P ~ • \ F' . . ; " ^F I RIPRAPPED SLOPE \ F ~ ~ ~ ` S~_ ~ I '1 h ` , r~ r CURRENTLY ZONED M-1 \ ~ ~ ~ , \ \ \ ,ti' , p 1. \ ~ ~ \ • ` . I LOW F W DRAINAGE CHANNEL ♦ + ` ` \ ` \ \ , \ ~ ~t'' ( I - s \ - I ~ , I `Y~ ~ pQ QQ ~ ~ ~ ` 2. t: I 40' DRAINAGE `x acs P ~ \ \ I T , $ 2. Sw ~ `sw sw sw sw sw w ,.TP.'28.1:2. \ Q • 0~ `Z` \ I T- ~L=278.72 I LOT 1, BLOCK,1 OF K.T.H. COMMERCIAL ADDITION+' AND PUBLIC \ e FENCED q p ~ \ I I TPA 81.5 w I TOTAL Of 3.935 ACRES UTILITY EASEMENT \ • ` J - ~ • - AREAr DF PRESENT PROP. DEVELOPMENT = 1.876 ACRES \ ``•..Gp v - - I ~ - - - - - ' AT--INCLUDING-AREA $F~1C-£E-SS- EflS€M€N~'- - - - - - _ - ~ = - ~ - - - - -Zaz~- I ,AREA OF PLANED FUTURE DEVELOPMENT 2.059 ACRE_ - - - _ S - r~_ - - - - - - S4.1°41'06"W 1,14201" INLET STRUCTURE . ~:c OWNER/DEVELOPER: pA~~CJ ; " INV. 18 IN 277.00 STANDARD 5' CURB INLET Korean Mission Church of Texas A&M n ~ ~ PROP. r 240 LF Q.F 18 ~ ADS N-b2 WITH 10 EXTENSION Vision Mission Church ~ ~QUE ( ) - ( N , 1113 East 28th Street OFF-STREET PARKING RE UIKEMENTS DRAIN PIPE Q 0.98% INV, EL. OUT - 279.35 REStD_E Q. r Bryan, TX 77801 ~ SPACES FUTURE PR,~SENT ADJACI MR. JEONG-HAN W00 A.TOTALNUMBEROFPARKI,NG DEVELOPMENT DEVELOPMENT , Tele hone 979 823-1537 BU)I,DING ~ NUMBER OF UNIT PARKING EXTENDED NUMBER ; r P ( ) TYPE OR SEATS REQUIREMENTS, OFREQUD3ED ~ ~ Fax (979) 823-1537 1 ~ - USE total development parking spaces per seat PARKING SPACES , CIVIL SITE ENGINEER: PROP.CHURCH ~ 294 0.33spacelseat 98 • / PROP. (BY CITY) , CSC Engmeenng & Environmental SHENANOAH LIFT STATION ` Consultants, Inc. , TOTAL'"NUMBER OF PARKING SPACES REQUIRED. 98 N 0. 1 - 8 GRAVITY 3407 Tabor Road SEWER LINE B a n TX 77808 TOTAL NUMBER OF PARKING SPACES PROVIDED: 104 ry , Tele hone 979 778-2810 B. HANDICAPPED PARKING ANALYSIS P ( ) , Fax 979 778-0820 i. RE UIRED N[TMBER OF ACCESSIBLE SPACES ` ( ) Q CONSTRUCTION MANAGER: TOTAL PARKING MINIMUM TOTAL NUMBER OF NUMBER OF ACCESSIBLE SPACES PROVIDED ACCESSIBLE SPACES RE UDtED SPACES REQUIRED TO ~ , J - Day Spring Resources, Inc. Q , BE VANACCESIBLE f+! %F ' 10505 Grant Road ~ . , _...K_..u. P~iGSS C',4.PITAL CURP', Houston, TX 77070 1-25 1 1 _ ~ , Mr. David Bryan, President 26-50 2 1 GP,LLtC 14.28 ~,~RE TRh.CT Tele hone 281 477-6544 2rn3/147 P ( ~ 51-75 3 1 \ Fax (281) 477-7633 4 1 ~ ~URREPdTLY ~GPdED "AO'' 76-100  PUBLIC RIGHT OF WAY OR RESIDENTIAL DISTRICT s. t Utt1 LANU l;tMtN l GUN Kt i t 5UK1 Gt5 ARCHITECTS: FOR 104 SPACES PROVIDED ONE OF WHICH MUST BE VAN ACCESSIBLE , 5 ACCESIBLE SPACES ARE REQUIRED Mark W. Todd Architects SUMMARY OF DOMESTIC WATER AND SANITARY SEWER FLOW WITHIN 150' OF THE SUBJECT LOT, MEASURED i DRAWN BY: JBFlAEA PROP. PCC. SIDEWALKS 1440 Lake Front Circle, Suite A-120 2. ACCESSIBLE SPACES PROVIDED FROM A POINT • FIVE FEET ABOVE GRADE. SUCH DATE: 05/24/04 SCRENING SHALL BE COORDINATED WITH THE PROP. HANDICAP' RAMPS SCALE: AS SHOWN The Woodlands TX 77380 CATEGORY PROVIDED REQUIItI,D . COMMENT UTILITY AVG. 'DAILY FLOW PEAK HOURLY FLOW " BUILDING ARCHITECHURE AND SCALE TO MAINTAIN PROP. WHEEL STOPS IN ANDICAP S ACES Mr. Travis Pennison, A.I.A. GENERALACC$SSIBILE 4 4 0 EXTRA A UNIFIED APPEARANCE. 75OP. PARKING SPACES APPR: MFC Telephone (281) 363-2593 ) VANACCESSIBLE 1 1 0 EXTRA DOMESTIC WATER 7.3 GPM., 29 GPM 5. TRANSITION FROM VERT CURB TO;TXDOT CURB` NUMBER OF SPACES Fax (281) 367-9053 AT_DI('IJT_ !1C 4AIAV • _ i _ PARKING NOTES: SANITARY SEWER 7.3 GPM. 29 GPM 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE NUMBER. 1 ~ j E ~ it ~ ~ ~ ~ 1 f ~ ~ , ti ~ ' ~ - ~ t i ~ 1 ~ ! ~ r I J ~ •1 f r t I (7' ' 4 Ir, ~ I ~ t~„S~aEI.L PC~,TEP ~,Ir,i, i ~ f ~ ~ j ~~i ; ~ ~ ~ t ~ f Is i \ _ POBER7 P. vdOOD ~ r i ~ - - 4 r ~ 1 i.. P~;RT!{,1i Ur REMAi~+C~R ±'fi' I i i ~ ! ~ ' ~r ~ J j ~ ~~IST}~G 1 ~3" s~ C~G~.:v~~t~,' i Fi ~ ' ~ i E E ~ ' ~ ' ' _..,t r ~ I IYA~ i r ~ 1 ~ ~ ~ ~ ,i'~P~EtJi'L~ FlLi_tL'~ ~~'I n" SiiiL j ~ ~ ; 1 1 ~ ~ ! ~ , , ` ; EXISTING TREE ~ ~ ;ial, r: , ,,~y,~' 1 ~ ' ~ ~ i ' ~ E ~ DUB, PC~~JP [liTC1 ~ yP,~,~?~!(~. II ~ } ~ ~ ~ 1 ~ ~ ~l 1 s ~ ~ r ~ 1 ~ E f r ; ' i a A11 r.,I JRr~ENTL:' ZONt.i~ R- ~ <7 ~ t \ ~ ~ ! t' 1 ~Ji~.lVCWRYS ~llF;,~~iTL"'r'--~. ~ I ~ ~ ~ ~ ; ~ ~ ~ ~~l~~~:~-!!u ti~i1T1-~ ~~eirn ! ~ j i ~ ~ ~ ! ~~s r i ~ ~ i,rklSTlf41f; r C ~C:?'E~lC Pfl! F \ ~ PROTECTIVE _ . ~ - ~ 1 EX IJ f , uNEf~ir,(+IL~~..~~~ i{!_7_v,'"iU.k,.Li~ ma'y'-- - - - ~ 3, SJ fi I..ECT~is;.Ai_ ~.AS~ 'r`te rX t . _ - - ~ i 1 r S r I , ~ ~ 629.63` ~ , i~ 4 i , NOTES FOR NATURAL AREA PROTECTION ~ - _ ~ _ ~ r ~ ~ , u. 1. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED / - ~ ! ~ r i. l DURING CONSTRUCTION WITH TEMPORARY PROTECTIVE FENCING. r _ W ' s a1384s w s3a.ar ~ ROTECTIVE FENCES TO BE USED SHALL BE APPROVED IN ADVANCE BY THE f i ~ ` 2. THE TYPE OF P ~ _ UNIVERSITY REPRESENTATIVE. _ _ ,ry { FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION ~ a~ ? ~ ~ I 3. PROTECTIVE ~ 1 , WORK (CLEARING, GRUBBING OR GRADING AND SHALL BE :MAINTAINED THROUGHOUT ALL PHASES. 1 ~ I \ ' 1 OF THE CONSTRUCTION PROJECT. ~ ~ ~ ' 4. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A ~ \ ' \ ` MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP WITHIN TREE DRIPLINES. t _ . UPS OF TR ND WILL BE + ` ` 1' ~ ~ ~ PROTECTIVE FENCES SHALL SURROUND THE TREE OR GRO EES, A i LOCATED AT THE OUTERM05T LIMITS OF BRANCHES DRIPLINE , OR, FOR NATURAL AREAS, ~ ~ i ( ) \ ~ ~ 5. PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT ( , \ ~ THE FOLLOWING: - ~ i 1 ~ CTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR ~ ~ ~ ~ ''x, A. SOIL COMPA ( 1 ~ STORAGE OF EQUIPMENT OR MATERIALS; - _ - B. R00T ZONE DISTURBANCES DUE TO GRADE CHANGES GREATER THAN 6 IN. CUT OR FILL ~ , ( ) L 1 , OR TRENCHING. r ~ ~ C. WOUNDS EXPOSED TO ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT. ~ ~ ` TRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE CONCRETE TRUCK ` } , D. OTHER ACTIVITIES DE , CLEANING, AND FIRES. r ± ti~ • f XCEPTIONS TO INSTALLING FENCES AT TREE DRIPLINES MAY BE PERMITTED IN THE FOLLOWING ~ ~ ~ t AREAS: j ~ \ -,•ra- GRADE CHANGE IMPERMEA f ~ ~ 1 A. WHERE THERE IS TO BE AN APPROVED ,BLE PAVING SURFACE , ~ TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT APPROXIMATELY 2 TO 4 FT. BEHIND ,E ~ ~ THE AREA IN QUESTION. ~ ~ ~ ~ ( < B. WHERE PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE'S DISCIPLINE, ERECT THE ( ~ ' ` !_C , t ~ { l FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO SITE GRADING SO ! ~i ~ ~ BL ~ \ ~ i~ THAT THIS AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZE ROOT ~ t , ti ~ 1 DAMAGE). ~ ~ i ? Vii. C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6 TO 10 ~ ' a ~ I ; FT. OF WORK SPACE BETWEEN THE FENCE AND THE BUILDING. i ~ 1 ~ a,1JR 1 r t ~ ~ i 7, WHERE ANY OF THE ABOVE EXPECTATIONS RESULT IN A FENCE BEING CLOSER THAN 4 FT. TO 1 ,4 ; 1 , i! A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FT. ~ G IN ADD TION TO THE RED _ f ~ ` ~ E (OR TO THE LIMITS OF LOWER BRANCHIN) I UCED FENCING PROVIDED. ~ ~ , 4' g, TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT ~ I ~ ~ ~ ~ t TREES TO BE PRESERVED. -v r , , f 1 i g, ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. ~ \ `4 ' ~1 1 BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED ~ I \ ` ~ 1 ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITF~ ORGANIC MATERIAL IN A s' ` ~ \ i { i MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO ~ j I a , k, - e~ , t I EVAPOPATION. _ ~ ,y 1 ~ ,~1 'l _ ' 1 ! ~ \ L S fa ti 15` Sil~'~ "`2x~ r9 S~`4•T41'O6' W 1138.8T ~ T ~x•... i M ~ M M ~ -2,84.7-------- _ - -E - - ~ ~ 1, - i ( 4 J ' \ VV _ ~ ~ ~ ! ~ ~r y `t i 5 , ~N \ \ ~ 1 9r02 . ~ ~ o ~ r ?3' • NOTES: 1. Irrigation system to 4. 100 of the earth disturbed ~ ~ ?ao ~ r~ ~ ' during construction shall be ~ s service all new plantings r ~ ~ ~ and will be installed by a replenished to new o equal. ~ Decorative paving, decorative ~ ~ \ 24.2' certified installer. ~ s 2. The irri ation Ian shall be rock: or a perennial grass is ~ ; g p required in parking lot islands, ♦ ~ I r ` \ submitted to the City of ~ ~ \ ~ are ♦ ~ Colle e Station Plannin swales and drainage as, ~ ' :4 \ I ~ 9 9 ~ \ Develo ment fora royal. parking lot setback, ~ ~ Installation of the irrigation right-of-way, and adjacent ~ \ ♦ ~ ~ ~ s stem shall be m accordance property ~ ~ ♦ - , ~ ~ t` ~ r.. _ Y _ ~ ♦ \ \ ? ~ o with the a roved Ian. 5. The 1.25 minimum call er a ~ PP P _ P ~ ♦ ~ Installation of the irn atlon plan for non-cano trees is fora ♦ , s 4 ~ _ " 9 PY \ ~ ♦ ,9 ~ ~ , P is apre-condition to issuance single trunk. \ ♦ •xA of the C.O. ~ \ ♦ \ ` =r i 6. All trees within 15 buffer to 3. Irn atlon s stem must be be saved shall have the ~ \ \ r~ rotected b a Pressure re uired barricade protection. CR;,~NA~4- \ \ ♦ sw sw sw -r-~- sw sw 5 P Y q F,i~,U r UBLI{~ ♦ FENCED 4' Vacuum Breaker a Reduced \ \ I ' 7. Additional Wax Myrtles may .I I ; . r;--~ T s ~ c;.. ♦ ~ ry f Pressure Principle Backflow e added to Buffer ~.T.L:T, EA..t~~cl~' sA 'e s _ _ I - - - - - - - ~ , " o, a ~ - r have to b p\~, ~ - ~ 1~ ~ ~ Device or a Double-Check Back - eR ♦ t ' 1 ti~ { ~r~ Zone to create 100 0 _ - ~ , ~ ; ,,.r•-- y~ ~s ~ , ~ F Flow Device, and Installed as - - - - - - - - - - - ~ ~ , ♦~rv ~ ~ ~ ri r to issuance ~ fl; ~ ~ ~ • ~ • f;, opaqueness p o ~ , ~ r. ~ ~ er Cit Ordinance 2394. °n 5~ x"` " - ~ ' p Y ofC.O. ---~-----5~~~~ - S 41'4106' W 11 kk t. 4 Fs l ! I t~ LEGEND: CITY OF COLLEGE STATION u" I r ! LANDSCAPE LEGEND AND POINT f---- I ~ ~ X PROVIDED ~ I ~o I ~ L sW - PROP. STORM WATER DRAIN PIPE * CALCULKTION FOR ~ ~ \ LANDSCAPING ~ s ~ ~ ~ VISION MIS:~ION CHURCH \ r ~ , i - w - PROP. WATER LINE NAME UNIT EXTENDED t ~ ~ ; _,,i ~ SYMBOL SIZE. UQ ANTITY I<{ ~C)~5E v~~;l~t-.I~~• ~ &TYPE POINTS POINTS ~ I' 1 - Ew - EXIST. WATER LINE ~'ss~ , IJVE OAK TREE / \ i - E - PROP. UNDERGROUND ELECTRIC LINE 1.5' Tor (4UERCUS VIRGINIANA) ~ 2n5 ~ i i t PROP. CALIPER CANOPI' TREE 3~ 75 (SINGLE TRUNK) ~ E - AE - EXIST.~~ERIAL ELECTRIC LINE CRAPE / , c 1.25 AND (IAGERSfROEMiA 32 40 1280 J ~ I - - - - PROPERTY/ROW BOUNDARY LARGER PROP. ~ i CALIPER INDICA} , \ , NON-CANOPY TREE f •r' I ! PROP. CONTOURS OF ELEVATION t PROP. 5 107 10 1070 i t ' GALLON INDIAN HAWfNORN PROP. 6 CURB (RHAPNIOLEPIS INDICA % k i _ ~ --a ° ° EVERGREEN SHRUB - ~ ~ J ~ ~ ~ 4 TO 8 EXISTING WITHIN ' 15' BUFFER W/ BARRICADE REQUIRED LANDSCAPING: TOTAL POINTS PROPOSED: 5,125 r j 8 AND LARGER EXISTING WITHIN STREEI5CAPE: r DRAWN BY: JBFlAEA 15' BUFFER W/ BARRICADE (ROW FRONTAGE (INCL. ACCESS ESMNT)/50)+300POINTr { 1 ` 1 1 j DATE: 05/24/04 (379.81/50)+300 POINTS = 2,278.86 = 2,279 POINTS REQ'D ! i R a I D E N C 1~0 0 (30 EE ~ t ti t't SCALE: AS SHOWN 0 ! (409.8'/25 = 16.4 CANOPY TREES i/I' CORP, PROP. 15 GAL. 6' HIGH WAX I,. POINTS PER PROJECT AREA: S. P;11DSS Ga.PI1AL rRF.t l { `'!1 I tj APPR: MFC 1 i MYRTLE WITHIN 15 BUFFER 94,690.63 SQUARE FEET PER PROJECT AREA SIHLLEG 14.28 ACRE" DRAWING: FOR OTHER PROP. TREE SYMBOLS SEE 94,690.63/1,000 = 94.69 276' 94.69*30 = 2,840.72 = 2,841 POINTS REQ'D i t LANDSCAPE CALCULATION TABLE TOTAL POINTS REQUIRED: 5,120 , # CURRENTLY *Proposed trees within buffer zone are not counted in Proposed Landscaping Point Totals, ` ~ 7 ~ 4 C- ED NUMBER AND ORIENTATION 70NE P,60" 15 OF PHOTOGRAPHS N BUFFER ZONE I 1 U L C,e. r f ~.`n , ~iF~~,)hI KE~~a:aaIDF.R ~ ~ G'~11..LEC i 'u'L F;E - 4 '{rtty _ r~ ~.j r' t ~'y _ ` ~I`dF'LA ; ~L - ~ r ' - ~ ' j• , _ . - py Q- ~ _ _ - _ _ 6 ~ ~ - : , . - _ _ . . - . , . . i ~ - _ Q- - - PROJECT ' . ~ - , . - _ i° ~ ~ - ❑ LOCATION ti ~0 - ~ 9y ~ ~ ----------L- - 1 - - 6 - - - - ; J 1 ~ . 1! ' : , . . - _ ~ ~ ~ ~ _ , G~ - - , ~ n 1 _ - ~ - o ~ 1 ' NOT TO SCALE oAKS oR souk 1, - _ Q z - ~ ~ ~ ' G~`` o NANTUCKET ~ sa - - .-1 ~ - . I . I . I ~ ' ,I I ~ - ' LOCATaON OF I _ , _ CURRENT Zt>iVIN ~ _ • - - _r-- _ _ L_ ~ t. L1 ~ BOUNDARY _ _ ~ ~ ~ . - 1 c' j, I 'j ~ , , I I .i ~ ~ ~ : A , - ~ I , ~ , I ~ ; , I : f I , . I ; . ~ , I , . ~ I ~ ~ 1 IRRIGATION WATER METER i ~ ( i. \ \ ~ ~ - 2° DOMESTIC WATER LINE ~ ! ~ \ ' 6 FIRE PROTECTION LINE • \ , \ a- d. \ ~ ~ e ~ - ~ T' 2" DOMESTIC WATER METER ~ \ ;r ` \ DRAINAGE OUTLET PROPS \ 'STi3t1CT RE WITH ~ NOTE: TAPER END OF \ ~ , WOOD€I \ EMERGENCY" % ~ TRICKLE CHANNEL TO u ' \ \ I ~ ` ~ MATCH DISCHARGE PIPE 2~ BLOW-OFF VALVE ' ,i \ 1 PRESENT 15' SIDE - <<,• D ELO -MEM DEVEL PMENT ` - SETBACK LINE ~ e . . V ,1' \ / 2;8°.75 - - E E - i - - - ~-1. I LOC .ON OF \ ' CURRENT ZONING ~ 'f~P CREST OF : ~ ~ - \ ~i'" ;104 : I ~ ~ r :BOUNDARY EMBAP! MENT I 1' WIDE EL. 280.75 ~ Ep ~ ~ PLAY OU•,ND , - . . \ ~ F inn` w i ~ 2~ 4:1 SLOP ~ ` ` ' ~ ' ` ' i 50 LF OF 12 ~ ADS N-1'2 DRAl1v \ ~ ~s D TYPICAL •,;tC(JR`EAC~i..MtS~fON~C1•tU1~~H`~.. I PIPE ®1.25% SE ~ ~ ~ o, 'G ~ . INV. EL. AT ~pETENTION BASIN 276.5 ~ ~ ~ ` ~ I INV. EL. AT CREEK DISCHARGE 275:95• ~ ~i ~ ~ , ~ ~ ~ .Y~\'~,' •..,~9~;'58215'•.`..,`,''•. 34:2' S ~.~~'•=,.2$2:50.'•,, ~ ` ` , ~ ,0 9,pr u- e i •,(Buidin ~u~hbe rinkled,' ; ~ ~ OUTLET PIPE ISCHARGE ~ ~ si ~ STRUCTURE ,4 .F . , a r I PR SLOPE ~ ~ F 9~ ~ ,ti,, ~ ~ I CURRENTLY ZONED °M-1" ~ ~ ~ ~ ~ ~ _ - o . . I _ LOW F W DRAINAGE CHANNEL ` . s . , ~ , ; ~ ~ , , , ~"7.', . . _ ♦ ' . \ \ ~ \ 4 I N~•~. Q 0.5% ~ `s _ ~ Q • . ; I - ~ c, 55'~ I i 40 DRAINAGE ~ sw ~ `sw ~ sw . sw sw I sw w TP. z8 ; 2' • , ,its ~ ~ 1~ FSL=278.7 - - - - --~----------T--~-- ~i. _ _ _ _ _ _ _ _ _ , _ LOT. 1 BLQCk~' 1^ CQF~K~,FJ,_ QO~dMERC1AL ~DJZITIO~L _ _ _ -AND PUBLIC _ _ _ ' ~ UTILITY EASEMENT ~ ♦ i e7's. _ _ TOTAL Of x.935 ACRES - ~ --~----------~-T-------- - AREA, OF PRESENT PROP. DEVELOPMENT = 1.876 ACRES - - I (NOT INCEUDING AREA- OF ACCESS EASEMENT)' ~ ~ _ AREA OF PLANED FUTURE DEVELOPMENT 2.059 ACRES 2so ` ~ ` S 41° 41' 06" W 1.,147.01" INLET STRUCTURE . OWNER/DEVELOPER: INV. 18" IN 277.00 " P~~R~ING STANDARD 5 CURB INLET , Korean.. Mission Church of Texas ABcM PROP. 1, • 240 LF O,,F 18 ~ ADS N-12 WITH 10 EXTENSION _ 1 (~sion .Mission Church) _ - - _ (DUE TO ' DRAIN PIPE ®0.98% INV. EL. OUT - 279.35 1113 'East 28th Street 4FF-STREE'EPARKINGREQITIREMENTS ' - ~ RESiDFNt Bryan; TX 77801 r` FUTURE PR SENT ADJACEN' A: TOTALNUMBEROF PARIfi1NG SPACES MR. JEONG-HAN W00 DEVELOPMENT DEVELOPMEN, - BUILDING i NUMBER OF UNIT PARKING EXTENDED NUMBER ' Telephone (979) 823 1537 ' TYPE OR SEAT$ REQUIREMENTS, OF REQUIRED ~ . ' P Fax (979} 8'23-1537 ~ USE total developp~ent parlung spaces per seat PARKING SPACES ~ - ~ • CIVIL SITE ENGINEER: PROP. CHURCH 294 0.33 sace /seat 98 ~ ' p PROP. (BY CITY) ` CSC Engineering & Environmental SHENANOAH LIFT STATION Consultants, Inc. TOTAL;NUMBER'OF PARI~iG SPACES REQUIRED: 98 N0. 1 - 8 GRAVITY 3407 Tabor Road SEWER LINE B > a n, TX 77808 TOTAL N{TMBER OF PARKING SPACES PROVIDED: 104 ry _ Tele hone 979' 778=2810 B. HANDICAPPED'PARKINGANALYSIS ; P ) , Fax (979) 778-0820 1. REQUIREDNUMBE&OFACCESSLBIrESPACES ~ ` CONSTRUCTLON MANAGER: TOTAL PARKIPiG MIlVIMUM TOTAL NUMBER QF NUMBER OF ACCESSIBLE ~ ; , ~ . ~ p Da: S rm Resources, Inc. SPACES PROVIDED ~ ACCESSIBLE SPACES REQUIltED SPACES REQUIRED TO - - Y P 9 BE VAN ACCESIBLE 1°0505 Grant Rood ~ Q Houston, TX 77070 1-25 1 1 ` Mr. David B - an President ~ 26-so a 1 ~ Feleahone. !28`1) 477-6544 s,_~c ! ~ , i~! I~ r. N e . ~ / ~ Fax (281) 477-7633 76-100 4 1 CORP. v % PROP. 6" CURB q G Tcl 1 I t r'' i i th'v ,PORTLAND CEMENT CONCRETE SURF CES ! PROD, NO.:104052-101 ARCHITECTS; FOR 104 SPACES 'PROVIDED, S ACCESIBLE SPACES ARE REQUIRED ONE OF WHICH MUST BE VAN ACCESSIDLE 07 ? DRAWN BY: JBF `Mark W. Todd Architects PROP. PCC. SIDEWALKS DATE: 03122104 1440 Lake Front Circle; Suite A-120 2. ACCESSIBLE SPACES PROVIDED The Woodlands, TX 77380 PROP. HANDICAP'-RAMPS 3 0 30 FEET SCALE: AS SHOWN CATEGORY PROVIDED REQUIRED COMMENT Me. Travis Pennison, A.I.A. GENERAL ACCI?SSIBII,E 4 4 0 EXTRA ~ Telephone (281) 363-2593 VAN ACCESSIBLE 1 1 0 EXTRA PROP. PARKING SPACES. APPR: MFC 56 AND NUMBER OF SPACES Fax (281) 367-9053 PARKING NOTES: ' PROP. HANDICAP LOADING ZONE 1. CALCULATED NUMBER OF PARKING SPACES ROUNDED OFF TO NEAREST WHOLE PROP. HANDICAP PARKING SPACE P-1 NUMBER. FIRE PROTECTION LINE ` PROP. 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