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BAR T D ENS ONS ARE N FEET UNLESS OTHERWISE NOTED. PER HAY BALE TIE TO EXIST. ASPHAL Z. ALL CALLS ARE MEASURED CALLS. ~~ti ~ 3. TOTAL TRACT AREA = 0.4533 ACR. HAY BALE 4. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100-YR FLOOD SEDIMENT CONTROL R15' 9''S" TO P.L. PLAIN ACCORDING TO FEMA MAP No. 48041 C 018X, DATED JULY Z, 1992, FABRic ~ 5. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE LEGEND STANDARDS AND SPECIFICATIONS OF THE CITY Of COLLEGE STATION. T 0.33' P.L, IR =IRON ROD 6. I SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VARIFY THE FLOW EXACT DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THIS IP =IRON PIPE r: CM -CONCRETE- MARKER ~I T~ PROJECT BEFORE COMMENCING ANY WORK AND SHALL PROTECT THEM FROM \ 23' MOC =MARK ON CONCRETE 14 DAMAGE. THE LOCATION OF THE SHOWN UTILITIES IS APPROXIMATE. \ S/F =SET OR FOUND ayb FP =FENCE POST 18 A 1, THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION ~ ~ ` „ TOP OF APRON TO MATCH i0 MATCH FC -FENCE CORNER f~~'' CHANGES. THESE RECORDS SHALL BE USED TO PREPARE "AS-BUILT DRAWINGS 167 EXISTING GRADE ROW =RIGHT OF WAY BB -BACK TO BACK OF CURB N THAT SHALL BE SUBMITTED TO THE CITY WITHI AY ~ ~ N 30 D S OF COMPLETION OF CONSTRUCTION, ~ ~ i 8L = BUILDING LINE PUE - PUBLIC UTILITY EASMT. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL DURING xl TI T NEW DRIVEWAY RIVEWAY EE ELECTRICAL EASEMENT E S NG PAVEMEN g" THICK CONSTRUCTION, IT SHALL TAKE THE NECESSARY STEPS TO MITIGATE THE u~t-v (1F (1RAINACF FASFMFJ~LT ~ _ AMOUNT OF SO1l AND DEBRIS ORIGINATED AT THE SITE AND CARRIED ONTO T ~a BARS 18" O.C.E,w. SILT FENCING 0 P.L. PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY. TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG THE LOWER REINFORCED CONC. ENDS OF THE LANG BEING DISTURBED IN ACCORDANCE WITH THE D TAI SH NOT TO SCALE APRON E L owN - , u- HERE. s THICK 9, BENCHMARK IS TOP OF FIRE HY RANT NTH TH I ~a BARS 18' D.c.E.w. D LOCq~O 0 E NOR S DE OF HOLLEMAN DR., APPROX. 180.00' OF GRIDIRON DR. 10, BEARING SOURCE IS PLAT OF DOUBLETREE CONDOMINIUMS RECORDED IN 6„ ACCESS DRIVEWAY ~f 4 BAR (TYP) VOL. 533, PG. 575, GEED RECORDS, BRAZOS COUNTY, TEXAS. 11. IRRIGATION SHALL BE BY SPRINKLER FOR EACH BUILDING, EACH IRRIGATION SYSTEM -1 NOT TO SCALE WILL BE APPROVED PRIOR TO C.O. t' 12. LANDSCAPE do PARKING ANALYSES HAVE BEEN MADE ACCORDING TO ORDINANCE. ~ f~ } 13. ALL INTERNAL ISLAND RADII ARE 4,5' AT BACK OF CURB UNLESS OTHERWISE NOTED. 14, THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 4 DAYS PRIOR TO START 2 OF CONSTRUCTION AND REQUEST GROUND FLAGGING IF NECESSARY. OBSOLETE OR SUPERSEDED PHONE NUMBERS SHALL NOT BE AN IMPEDIMENT TO SATISFY THIS REQUIREMENT. CURBING CONCRETE PAVEMENT COLLEGE STATION WATER AND SEWER - 764-3638 COLLEGE STATION ELECTRICAL - 764-3638 NOT TO SCALE t TXU GAS - 775-1624 VERIZON SOUTHWEST - 321-4303 - - COX COMMUNICATIONS - 776-7766 15. CANOPY TREES WILL HAVE A MINIMUM SEPARATION OF 20'. NANDINA OR JUNIPER SEPARATION WILL NOT EXCEED 4'. 16. FINAL SLAB ELEVATIONS SHALL BE COORDINATED WITH THE BUILDING CONTRACTOR. SlA$S SHOULD BE AT LEAST 6" HIGHER THAN ANY ADJACENT GROUND, ccos~sr FN ~ocgr„p • 17. SOLID WASTE DISPOSAL WILL BE BY MEANS OF ROLL OFF CONTAINERS, ONE PER ~35'(NOSEaar) FR DM -36.5, DWELLING UNIT. Kis coRNE,~ . ~ ~ ~ h!. _ ~ ~ f 0 , ~ ~ CQ _ , ~ ► \ ~ , S 5 ~°4510 E ~ , S~ c=57.21 ~ _ o ~ . ~ \ ~ - del-69.7 57 ~ ~ ~ - \ a-60,91 ~ i 0 ~ - , \ r=50.00 . ~.o ~ ~ ~ ~ 0 ~ ~ _u ~ - v / 19,9 ~ ii 0 u ~ ~ 0 ~ / 0 / ~ 6 +0~ j 0 19.8 o ~ .s v ~ Q, ~ ❑ o 'T ' 1~. o i32D.50 \ ~ \S. B / o, o S, ~ ~ WATER CONSUMPTION ~ ~ C 0 ~ , , 92,~'db 321.o y ✓ { = i IT \F 9 ~ ~ ~ 2 BLDGS 5 DWELL NG UN S ti~. i 0 ~ 6 0 9 ~ l ~ -STORY P I ~ 0 ~ DOMESTIC USE GPM \ p X ~ , 321.2 0 ~ ( ~ o~ 2 LE o a o. 0 - 0 \ ~ \ / ~ FF 22.5C 321.95 r \ ~ MINIMUM 0 n ti \ 148 SF '•22.2 T 21.89 TC ~ AVERAGE 1.5 ~ , ~ 32 ~ MAXIMUM a~ h 22.03 Tc o ~ 5.2 ~ 0 \ ~ ~ 322, TC 2 .97 0 S, \ ~ \ S '0 CO RED OPEN ~ !r so SANITARY SEWER DEMAND oRCH ~ P~ ~ \ 99 , 0 ~ 322.14 C 1.5 ~ti~ ✓ ~ ~ _ i 2 BLDGS = 5 DWELLING UNITS o~ / ~ \ ~ 1 \ cF1 ~ ~ V 9• ~ ~ 50, ~ 3220 TC Q ~ G , y 7 909 OF DOMESTIC WATER CONSUMPTION, 0 \ \ ° P ~ ~ •Ct' ~ MINIMUM 0 \ ~ o ~ / I AVERAGE 1,896 GPD r~ ' ~ ~ ,'1~ 'sp, \ / , MAXIMUM 6 750 GPD \ ~ ~ ~ / . o• ~ .o, ~ , 6' y A ~ o l / INLET \ \ f 1.75 ~ ' 9' STRUCTURE 3 C ~ - . s ~ ~ / ~ ~ 32f, 7'S. ~ 9~. oo, ~ 0' ~ COVERE OPEN 0~/ 9 / CO ~ PoRC , ~ / i V Lj ~ mss? r~ a _ 0• • r ~ ~ - - ✓ . APPR X. LOG ~ ~ ~ ~ ~ - RY / ' .,.w...A.w _ _ _ _ - Q ~ 0 ~ Q~0 PARKING ANALYSIS ' uG E~ r Tv y ~ t : 6~ 3-FLEX / / cS h ~9, ~ ~ a ' FF 322.50 0~ ' NUMBER OF DWELLING UNITS 5 - 97 S ~ i NUMBER OF BEDRQOMS 15 `22'•00 - - ~ / REQUIRED PKG. SPS. 15 h• J / OJ PARKING SPACES PROVIDED 15 ~ s e • s- t~ . s ~ ~ / ~ ~ \ ~O. ✓ , / Ik i 3 g Q~ ~ ~1 ~ ' i / ~ti \ \ ~ L \ ~ , 6~ / / DOUB~ETREE CONDOMINIUMS vs / / LANDSCAPING ANALYSIS A ~ j ~ \ G ~ Q PHASE ONE .\F ,o LANDSCAPING PTS, RE UIRED ti° Q v o/ ~ 1 / 3.90 ACRES s ti ~ ~ F / / kv ~ ~ / TRACT AREA 19,747 S.F. ~ LANDSCAPING POINTS 19.7X30: 592 C l~ N D 0 M I N ~ M D E C LA RAT (0 N ~ / ~ ~ / A~ AND PLAT RECORDED IN / HOE~EMAN VILLA LANDSCAPING PROVIDED ~ F~~ / .I' VOA. 533, PG. 575 ~ / 11 - - v NEw / R ~ / 361 REO OAK, 1,5" CAL., 4X75 300 ~,~~,;~~.~~~tw~~ / I R US W MAR II ~ r ~ r ' ~0~ ~ ~ ! ~ ~ TREE YAUPON/TREE CRAPE MYRTLE, 1,25 , 3X40 120 G ~ ~ (ILEX VOMITORIA/LAGERSTROEMIA INDICA) ~ . ' ? / NANDINA JUNIPER 1X1 1 a ~ ~ ~ ~ ~ / 8 0 80 ❑ . , , / (NANDINA/JUNIPERUS) %~HI{I~;~~ , ~ n, / ~ 1,,, C , : , ~ 1 _ i TOTAL POINTS PROVIDED 600 D. 4533 ACRE ow AND ALINDO ENGINEERS AND PLANNERS, INC. 3001 OWNER/DEVELOPER: DATE: APRIL 26, 2002 PROJECT ANDY RESTIVO LOT 8 -BLOCK 2 DESIGNED 8Y: CEH 3001 DEERWOOD DR, HOLLEMAN VILLAGE ADDITION, SECTION TWO APPROVED BY: CG WAC( WACO, TX 76710 VOL. 100, PG. 440 REVISIONS: SHEET 3833 SOUTH TEXAS AVE., SUITE 213 BRYAN, TEXAS 77802 979-846-8868 F 8 VOICE: 2547530337 COLLEGE STATION, BRAZOS COUNTY, TEXAS FAX: 254-752-0300 !41 IM on ° " } T-POST DRNEN 2' , 1_J IR ~ RtQN RW Nr~ 5 EXPANSION Jt~NT 'I'~6. ~ R 4 ,All kAt!' IN UCH, NlQ, 2- 1/1" REMf. BAR 16PFIALT t~IOC • IMIIK PlM d~l~~ f PER HAY BALE TIf TO EXIST, A6PWYLT 9J~ • 9th' OR FCUND t 3, ti~FA~ ~ T AAA , F'P • fEIiCE PfJlT iC * CDIN~[R . ~ ~ _+iIR `F • HAY BALE ~ SEDIM CC11ifROl 4~-~ TO P, PL>~UN ~Ilf. '~#1.C, F IC R15' L RQW ~ RI~tT ~ S CAS. E B~yB • ~BAi~Ky~0 9K'~f( Of CURB ifs ■ BU~dtIG ~ • ^v ~t~' . . . , . 0.33 P.L. PUE • ~ EA'~IL. ~ ~ n ~ A' . ,1 QP FLOW EE - FNt V DE » vat r+T ` ~ ~~y,,~, ~ +~LL q J , TMS 23' PAE ~ PAfNG~A EASM1. ".'iIRA'~E RI, , $ ~ A~fP' ~~t~9i#UCTiON Et + a",1'INC TRMI9FORMER ~ ORAN~HGS" 1.6T TOP OF APRON TO MATCH ON TO 1~4TCN E/PIL ■ EI,EC1f~Al/IbIE/LI(~T ' , f~ EXISTMIO GRADE ~ ~i 3t1 t~r~~N hDE ~ r ~ • ~t 1~iflTER 4 _ b # ~~TI~t, QQtiT~!(?L ElURING Y N ■ ~11i'~t/VAIVE Nf1M DRNEWA . ~ ~ ~ EXISTING PAVEMENT 8 THX.'K • N: CT _ YV DRNEWAY SS = SNh StWER ..s~ 6` TMICK FH • FIAE FN4~NT +A'1' JkN~ CAD ONTp N4 BARS 18' O.C.E.W. SILT FENCING To P,L. RS 18' O.C.E.W. OM • Q~S DIETER ~ r • ~ "TC Nfi~ Of WJtll', G~ AI~~ PROpQ~TY. TO TWIS cm : CABLE ri~ PEDESTAL ' COi~~ •Il~l'~.I. A S~.TtNt; TIER ALONG THE LOWER REINFORC€D CONC. ' NOT TO SCALE A~oN Y ol: ThiE ►=~i~IM6 iN AC~~ wrrH TWE ()ETNL sWOWN AC = NR CONDITIONER 8" THICK off - ovERwwc EOP • E08E OF P1IyfME!!1 G4 ~4 BARS 18' O.C.E.W. iL•~ K IS OF _ _ QC'A 1'~N T H ;M~'# F~ NpRT SIDE Of WOILEMAN ®OC • BA~1f OF CURB tom, (At =MEASURED { R ~ • RECORDED ~c~,~ ACCESS DRIVEWAY r . q ~ ~s Vl 1 VICINIT'~ ~P -NOT TO ~~~LE . 11. ' . • : ~,lIL~14, :CW IRRIGATION NOT TO SCALE ~sra~ F Y~l `1`0 ~A~.; ~ _ 1~. ~ AID ~ ACC TO CE. ~ `13. ~ ~Ab 15LANtt I RT flub( ~ NOTED. ~ ' • ~ ~ ~T~.4' l~# ~ '~f START ~~t • 4 i r qe . C / a; i a \ ~ 6 TlE~ ~ ~ - ,,y _ 6 t ~ ~ ~ 1~ VNIl:L A tluM S~Tp~' " 2t1. C0~ k D • \ , \ • \ 1, ~ , I~~FI 1~IE BUILDING CONTRACTOR, "f ,Q ~ AT L"f' 8" TI~IW ANY ANT G D. \ t WA5'EL~ DI~~, M~,I, I I~+F MI~'At~ ,3~ GAt.U~N BtICI~ET DUIuIpSTER. . \ ~ E~ Q'i+l 70 THE fiC) A~I,~M P~QESTt~1AN TRAfFlC, O \ t ,p , A. ~ LAN I~~'t REt~~F~ \ , . ` . sw. ~ . 4W~r~lt~llt~r.,llwt ~ ( ~ ~c • \ > t ~ ~ 0 E ' ,rl, r ~ ~IrMrs► aC \ \QI" a ~ ~ \0 ~ ~ ~ r S 5 ~0 E ~ S r~H ~ _ ~ ~ ~ , , c-5 , ~ 0 del-6 r 57 ' ( / a o a=54.9~~ ~ y ~ _ e- e FF 324.0 / ~ .o - 50.00 / r ' / ~ k~ v NF +0 ~ / ~,~o, I \ FOUR AGS INVESTMENTS L.L.P. 9 , ab i9.6 ! \ LOT 7, BLOCK 2 0~ \ PUTTED FENC ; 'J- ~ \ \ 4529/179 R Q ~ \ ~G ~ ? WM R 1320,50 \ A~~R CC~NaUMP~`10~ s 92 Ef0 2T.o - B~.DC~ 5 a~>E.I.fI~G DNITS. F p. \ o Q ~ -TORY + ~ + \ 1~ 1 ~ ~r,A use X \ 1 k0' z LE ® ~ 321,2 ® r \ F~ 22.50 0 fd IMIM#~1~1'iul Q V ~ , , 21.9 Tt\ 6" n , ~ ti 148 ~ SF 0 ~ 22.2 T 2i.B9 TC A+~fRAGE 1.5 ~4 BAR (TYP) ,~0• Iw1AX~IU~1 5,2 ' 32. ~ j ~ p. 22.03 TC o ? ? 32 .08 TC e 1' \ ' ~ C OPEN I SA~ITAY S~W~R DEAD J 's ~ H 9 t 322.14 ~ / \ p, is 2 ~L~~S ~ ~ D~IELLING UNITS ~ 2 ? , ~ . w ~ . ! ~ \ ~ e, , ~ / ~ \ ~ ' ~ ~,'(•A0. 322.0 w ~ o 9b~6 c~F ~OI~C wat~~ CoNSTl~td, ~ ~ , CURBING C N R Tr oQ ~ ~ i OCE~PAVEMENT \ \ ~ h.P v, MIr~I~u1~ o e \ } sus c~a ~ . NOT TO SCALE . ~ ~ MAXt~IIU#i~ 6,150 GPp \ . Qa ~ k ~ ~o. ~ ~ e~ ~ INLET \ T.75 ti ' ~~s~ STRUCTURE • •".s . 4 '2l,~d~. a , ~ ' \ , • ' M~, APPROX. LOC. ~ P 0 ~ ,~-BYOB ~ y- gip. ~ FF 322. 3 2197 SF N~M~ ~ } ~ LIOFR BROOM FINISH \ S2,P \ ~a- ' b' ~~i. ' 1 ~ JOINTS TO BE TOOLED ~ Y ~~AC~~ ~~~p } 5 1 /4" DEEP 0 6' INTERVALS • ~ ~ 6~' EXPANSION JOINT . \•Cb, I 3/4" x 4' REDW000 _ f . 3 'T / 5' 6" O C \ ~ / OR APPROVED EOUAI 03 A?• / 1/4"/FOOT \ ~ ' \ ~ / t~ANDSC~~ING ~N~l.Y~lS ~ / ~ \ / A * \ b • tAlkAi~SC~0.PiIwG ~Q~j~~~j '~r►OR'!! DOUBLETREE c:ONDOMINiUA1S \ , PRASE ONE \ ~ / ~ ~ ~A~ ~ ~3 BARS 0 12" O.C.E.W. CUSS 'A" CONCRETE 3.40 /u,RES / 47 S.F. 4" THX;K MIN. v ~ UINDSCi~ P€~N~'S 1 J,7X30; ~2 ~ ) CONDOIAIHIUM DECLAWITION ~ T ~ NOTE. AND PLAT RI:COROED IN ~ ~cal~ rTS 5a 4F FRf3NTAGE , I ~ . ~ ' _ DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE VOL. 533, PG. 575 , ADJACENTO TO SIDEWALK WITH 3x6" 1 ~ REBARS 0 2 O.C. , i 3013X0: ~ F k R~ Via. 592 ~ Te T~?'f!~ flp ~ , 5 6 CONCRETE SIDEWALK / l~hiDS+A~I PRQ'~ 4 DIRECTLY BEHIND CURB LAND US"E / ' 2 / NOT TO SCALE c vr,' vAeAN~r IRS / / CVIK, 1'° 5" 4X75 300 PROPO&~$ .I 3-PLL~X BI1~'. / (Q~RGUS SHUMAI~tIJ do 1 L'-•,PI~X 19~G. / 1.25" 3X40 1 ~ i ~ 20 5 Dl►RLLt111G U1 i1T5 3 B.R. BACK! kaccx VVMIiVHW/f;AbZ4R7qiMlplA iMQICAj ~~PBR~ i 5- ` D~A/J~~ 25X10 250 ~ D.U. ACRE v u u Ull I v 1"I (NMiLNNA/,JiJMNP}.fitUS) T67AL PoAN7'S PROdIC60 870 0, 4533 ACRE O ~ALINDO ENGINEERS, AND PLANNERS, INC. ~A B OWNER /DEVELOPER: 1120 GRIDIRON ~tv~ oATE APRIL 26, 2002 PROJECT Y ANDY RESTIVO LOT 8 - BLOCK DESIGNED BY: . CEH 7-02 3001 DEERWOOD DR. HOLU'MAN VILLAGE ADDIMS, SECTION TWO APPROVED BY. 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