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Drawings D c~o~~~~~c~~oo~ ~o~ ~ r► n ~~~~9 La[~D DG°~1~0~1~ M~I/~~~G°~~~~]~ 0~1]pG~O 1 o ~a~~o~ ~a~~~~ oa~ V~~~~~~ ~~Q~~O~9 o Lrl1L~1~O ll O ° ~Lf~9 Developer: u. i Brazos Valley Bank Building Group, Ltd. X030 HWY 6 College Station, TX 77845 (J79}690-2265 t l i Prepared by: General Contractars 1707 Graham Road College-Station, TX 77845 (979)-- 6-9-O-m771--I---- i Oct ISSUE DATE 09/24/04 PROJECT N0. , ~1 1 F CITE QI AAl STATE HIGHWAY N0. 6 WEST FRO EXISTING 20' PUBLIC EXISTING 20' ELECTRICAL VARIABLE W AVERAGE PAVE EXISTING 10' TELEPHONE UTILITY EASEMENT IDTH R.O.VV. EASEMENT, 627/723 ASPHALT EASEMENT, 666/309 589/1'91 & 578/339 ___286--- - -------------------I - - _ -----284______-- I - -284- I 85- ----I ~ 6-- - 8 - - _ 1 _____-286•_-- - r - o r n l ~ , - ~ - - - _ _ _ _ _ _ _ _ - f S 321342E 400.00 1 - - - 87 i ' '05'21" E 200.25 ~ _ T ~173~.4~` T ~TT~T - T - -r r ~r ~T ~ J ~ , S 35 ~ r„~ """'~'~'I' TXU GAS TXU-GAS TXU-GAS S TXU-GAS 1XU-GAS N ~ , 23 .,.~..r.. _ T _ T T ~ T ~ s TX -GAS _ I <~< < 6 ~ ~ ,u~, - - - - ~ . ~f_ +a i r / , r eiiZ:`;`?i. ; ~;isry;;."„• o- : ~ u!~• / T 111 X13:5. ~.,_1,...,.::~;;~r::,:r.;•,:. ~ ,i;;-~- a- 1 fi~«r ~ R4. :S: r'. p...rx 1 ` 0 ~ RE RE IPNE --~rRE RE RE ~ ) 1~N . • r'ii..r'-'A'i'r": r :u.vr. ' 1 w'L'C.::. ~ • 9 - u„u ^ ` (1) a f I ' , i ' , c ~~U _ ,x. a~" i~.,, r Y,~ ~ av,',,~',•. 1' WIDE CURB OPENING i • ;,:,esp.:-;, =~;c 'on e~ iry~ c- I ~ h;u~,z,.<,Y,,Y, :,~-?r '=.:;<i.rY;; Ye,•'= 1 2 BUILDING 9.0' a`i~'• ry ,1)` . i - I'Ati. ~ ~r^u' I. ~lr~ SETBACK LINE ~ ~a:; 44 VLH 288 _ r, .I ~ / ~ - R i. _ :ca~a e ISM RE I - - I , ~ ,1,~,,~,. ,u: ~ •T`•~~;~`~~`'" , 24 P.U.E. 1 ',1'''~ ?,i,~: =-0 u.n'F:uS F<i`u;aF: 'U;. v7''", w'r~"ty 'Y ~ ~r 'r ~P: ~ : ~ yL lfr; .n YY,~w5'~ - 57 ~ ~ ~ I ~ a }w ~ ;h ai~,~` - - 3~r' a.`; & P•R•A. z• z~; is \ .~~s4.`:;,. ~ a>;~.~ wH~l I 10 GAS LINE .a i 1-, - r PER PLAT) ;s~,vm„ ~ 15 PUE ~ ~ , -:,t~< ~ r t l ~)ry~~ EASEMENT , TO•BE• ONVEYED~T9'(• ~ I I ~ Y47 ( - :°Y'+~~Y'i ..t..:. u1.1!•.. i 6 0 397 ,:ay,•, • ~=~f. SEPARA INSTR ~ 4W C~ T~ =ix: ~=1:-„;1,:~„a''i~;~•e, -cad T 'S 7 ~ r I ~ ...SHADED.AREA.REPRESENTs . _ •27 Lit,,. ~ i,; ~ , ~ - , t I ! ru' :_;~;y,: I G = . _ .t, I ~ ~ / ~ w 4, _ EXI5iiNG PAVEMENT AND SIDEWALKS r•,. ~r.-. _ . . r 1 '`i:•S° ~ ~ ^'C IIV'4.~,`- _r,...Y ,IU, i-.It.n~-., ~ 1 ; \ ~..YLy'L I is-: s 4.ii }y~ ' , x 'i.Av. 1 .2 8'4::91.+ ..!l._~..i ~i.':,,~r;:f~:' .Y',:i t_ - 7•= ~ ? ~ 1 p 1 r 1'•: 9•'j° W \ .1. a.^4.i:, oi4~•~':I,v-'.~~c'~ i)s}, - `"~u~' I S S } ~v , :1 1 - : i 1 , 44 - PROPOSED BRAZOS VALLEY 8 ~'~€~:Y~;B-:~~fl~h. ~r~- O ~ n ANK ~K:Ur, 1~J , ~ I 4 { M i ~~~}.1 ? t+•ti :4j.' -J,.ti'.Y'G' :.f ~-.1, Y~, I BUILDING - - ~ : %l, ~T1~..'.~ ~ - . r;~ ~ 3 STORY 32,700 SF :.<~~:,,>•',,„-;r ,Lr i,.<.:II - ~~'~~-.r: GRAN rl ~ ~ ; ~,a, ..yam}: 1 AM COF FF-289.0 r:' -;G.:~.-~ r • ~ 878 129 ~:t:; I r :~,a.,. t:' 1 r~ ll t '-::j:c~7 :~r.;~: ; n._ ~r~:'~ - 1:TU. ,.:,....,r~.„ ZONE - DC1 • ) ~ - ;;rR; I 'i ~9v »:h~t `Iw"~'~ "tr"p'z x; I1 ~;;<'ii; .v'+ 1 ;.hic,'FjLi^ 'w%;P`~~~'.',-i~''L~n:r..~ ~v::. I rw a ?J . D~ . nth;,, aiu ~p"rsa ; ';~~'S _ t .r.=!:. ~ ~ ,~:.r _ ;urn-=~ `A ,y,: , ~~~Ip;;. 5' 7. BUILDING ~8% I 64 . r.•. N K: ,G4 a'e' ,a • ^1 I~ ~ _ - - . + .s ' ;:i~l:': ~~yy":--.--, SETBACK LINE W V' ~ s i. ~ 1 7. 1Y...`t . :;k.1f A'.~.`..lt''+"''tlaJ'.+:: ~i1;'.ci::...,w r:` ~%'rn .:.1. 'Y'1 ! >:;;h. i'f1~Ciiuil::S:i - .~ik "r ::;I1T+:;:: _ / ~ ~i ~~'1L ~ t .7~• ( 1T Y :"5~i~,^~' .~;ia l`tF 1 ~ } .J.~w \ .~5't.L.. ~ V4,. ,i ~zz . 15' BIUI~ING ~ - 1( - F ~ Odin' ~r;:yaj't'„ ~L. ~':y(,w t'.~r'W'j='~ ~ wl~: 1 ( .-k: < 1•° ~'•~,~ti9 dJ, +v r M 5 c u 7 EiBA N ( i4G . . •,~ss:y, rc t 42 J ^aw.' ro' N . , 7~ j 1~ 58 x ),z ~w~"u`~r., t p I s~ ay- / 1.4' .CT,r}. Ji, ~:l'r.V.•.Sr M~ymJt~ ~ ,.r r ; t~H~~1 ) :.r ,y~ _ . 1..~~': „e': A.~.. f' :,-1 O n,J•~'.. l - C: ' ~t/v. ~,yy',:I:',:=.:. `irii,~"li...~ , Ly; i y h•,~y ~ i .:r+.: ,I ~1'~'LU~W rc. )9.~:b•Setir~::.,:.7 n..:• is-i, c J"~i~ ..•Pc:=''•;', 2 ~ , ~ ~ I 1 48 -,,,c-- - s, ~.;i 1' WIDE CURB OPENING ~,,'~tt' `:bC y'~ >:rc: •a,~ ri:_v..:.. 1 T:'~~ i r4ys+• '?~8,: ~ - - ~ - j.;..., -3f ,.,fir'....- ..,u.- r;..; y •1 ~ - - - -i:'r=% r,;~''~s.- .:9,~~.~`^,"~~' ,r^.'-~'~'rs S:rs~~:rl;=sw: yi-: 1 F qy 5.- ...ty ~~j - V1. t~ _ _ Ilr" "fit r . i 17 _ _ 52 i - F~1 _ u~r; - d _ : 5i i 5' ~uJ;w~ ' ;~a;f \ ~ ~ 9.% j ~ RE IAN v . u ysY ~ / ~ ~ / 15' BUILDING ~ - . - - R14.5' ~;+a'-." x \ 44 ~ ~ SETBACK LINE RC ~ ~ 'U>~laR • r,. 24 ~ $ S \ /i $-S ~n"~ RE ~ 49 ~ 11 • rT.•, _S I'I~. fly , cti > / RE I -S 29 I.yrt:~_ ~ .,,.rE•.r.~. r, , ;F~e , k ~ / / ~ ~ .4'1'.x'' sS;w:~i ~ I•~ i 20 P.U.E. {PER PLAT) N ~ ~ ~ _ ~-':<E-w _ - - yv'„~..::'.. i4fyx::q~:.... :i~7 1. •r)..ti~: -F.';.v !7J,~ . ~.j".';; 8 53 :;x;., n 1 :wl. 2y i _ :y., ~7~1. 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';::fir.. r ,Z-• •yf~v ::c~ 3:c'' PROJECT-'BENCHMARK r . ~ `~iY i D~~ i...~ '~I'~' r r ~f4~"'~,~'a":,,_ i~ ~r~ - Y ' i 17 ' e~ ALA" 1 J L', ~(y4 ^;v `>~g SQUARE CUT ON INLET :;y:,;4•,,r~ nn.!2.~7r ~:ru:;o"r:;=,;~•r.:hrp~,~'" ~{r ~ ~Z y~ , 288.16 .w.,.. - 'O'. y,N.. r, u ELEVATION ...::'r::u, 6.. :_;,t::>w:,,~,....,.,.. _ - ~ ~ ~ G ~,7;„. 8 =~-iti.: ,~~<rr'~ a.,,. -'r,F,ua,;,u;,;a~,a;r" 27 - _ _ 4......;:; 1 . - - - w,%iiCfv'.` rift'- ~:r•' 16 .,':?ti :1.r~'.'ir'~Mw n~} ~ } ~ ~ 20 P.U.E. PER PLAT 21 ~,>;~;z'~,~= - ~ ~ ll' ~ ~ ~:L4` ~ In , - --'u -:;rr;<_ hre - , ~~i.., _ / 24 P.U.E. w~8 ~',\~';:,~.CY: .[r. +..N- vii-~.~`"' `,1 ~.o~:: `7paa ''w.'ia`-il`~ ~:7rc: r. Y•1 \ ~y,~:4~~;t,, :,w~-. & P.R.A. a ~i~~:--„;_'~;/`=",'•="tip;;.,-t~;~~" ~,;I,;~ <~-~:€~==}w;:;r,;h^- - ~ PER PLAT - ~.v,•~.. ,~,8 15' P.U.E. +1~ u:;_-. / 8 (PER PLAT) ~ - _ I~ I 1 ~=n~`; ' W i GRAHAM CORNER DEVELOPMENT LTD r 1` i 5878 129 GRAHAM CORNER EVE N ~ D LOPMENT LTD i 5878....129.. ZONED C-1 • / ZONED C-1 ~ Y ~ 1 "'~"c N 30 15 0 30 1 24' P.U.E. ~ .a,~. SCALE iN FEET & P.R.A. \ (PER PLAT) SITE•SPEGIFlG•'NOTES:•~ GENERAL NOTES: ROPERTY IS BRAZOS VALLEY BANK BUILDING 1. CONTRACTOR IS TO VERIFY THE IXACT LOCATION AND VERTICAL POSITIONING OF 1. THE OWNER AND DEVELOPER OF THE P EXISTING U11LI11ES AND SERVICE LINES WITHIN THE PROJECT AREA,• WHETHER SHOWN ON GROUP, LTD,-COLLEGE STATION,••TEXAS•••J7845:~THE•SIIE•GON51ST5 D9'L¶OITEt; BLOCK• 'PLANS OR NOT, AT LEAST 4a HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS # KEY NOTES 1, GRAHAM CORNER PLAZA, AS RECORDED IN VOLUME 5678, PAGE 12 • RESPON5IBLE FOR ANY DAMAGE DONE TO EXISTING FAGURES. CALL 1-80D-DIG-LESS. PROPERTY IS ZONED C-1, GENERAL COMMERCIAL, , 2. ALL RADII AND DISTANCES ARE MEASURED TO 1HE BACK OF CURB UNLE55 OTHERWISE ~ CUR) 2. THE PROPOSED BANK OFFICE BUILDING IS APPROX. 65 HIGH, 32,70D SF AND NOTED 1 EXIS1ING UNDERGOUND ELECTRICAL SERV{CE 40 PROPOSED UNDERGROUND ELECTRIC LINE #3 BAR FF=2as.0o. 2 EXISTING OVERHEAD ELECTRICAL 41 PROPOSED ELECTRICAL TRANSFORMER R.3° C1 D NTO 3• ALL SITE WORK IS TD BE DONE IN CONFORMANCE WITH THE CITY OF COLLEGE STAitON 3 EXISTING POWER POLE 42 PROPOSED WANDICAP PARKING SIGNS 3. THE STORMWAIER RUNOFF FROM THIS DEVELOPMENT WILL BE DISCHARGE I STANDARD SPECiFlCA710NS FOR STREETS & DRAINAGE ALL WATER AND SEWER ` THE EXISTING PRIVATE STORM SEWER SYSTEM AND THEN INTO 1HE NOR1H FORK OF Pt! CE TH BCS UNIFlED DESIGN GUIDELINES AND 4 EXISTING TXU GAS LINE I 43 PROPOSED 1" WATER METER UCK CREEK.. ND.DETEN]iON~•IS.BRDPOSEO•FOR...THIS.SIiE. CONSTRUC110N TO BE IN COM AN WI CONS1RUCilON SPECIFlCAt10NS 5 EXISTING TELEPHONE LINE 44 PROPOSED LANDSCAPE SLEEVES (2-3" PVC) • , *X 1. D 6 EXlS11NG TELEPHONE PEDESTAL 45 PROPOSED FIRE HYDRANT ~ 4. STORM SEWER AND DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED N 4. ALL UTILITY ONES (WATER, GAS, SANITARY SEWER, G.tE, STORM SEWER, ETC.) SHOWN THE.GRADING.AND..DRAINAGE.DESIGN..P.LANS...... ARE TAKEN FROM BEST AVNLABLE RECORD INFORMATION EASED ON CONSTRUCTION 7 EXISTING SIDEWALK (TO BE REMOVED) 46 PROPOSED 8" & 6" FIRE SPRINKLER #4 EARS 8 18° O.C. 460 ACRES 106029 SF. UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR 8 EXISTING 6" SANITARY SEWER LINE SYSTEM WATER LINE CURB FOR CONCRETE 5. THE DEVELOPED AREA FOR THIS PROJECT IS 2 ~ ~ ) ABOVE GROUND FlEL4 EVIOENCE• SHOWN POSITiON$ MAY NOT REPRESENT AS-BUILT n n CONDITIONS. 9 EXISITNG 8 SANITARY SEWER LINE 47 PROPOSED 1.5 WATER SERVICE PAVEMENT 6. 640 SQUARE FEET OF PAVEMENT uES WITHIN THE 15' LANDSCAPE RESERVE AREA. 10 EXISTING 18 SANITARY SEWER LINE 48 PROPOSED 6 SANITARY SEWER SERVICE THERE ARE NO EXISTING TREES WHERE PROPOSED PARKING IS IN THE LANDSCAPE 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL ; TYPICAL SECTION RESERVE-AREA.••• 11 EXISTING SANITARY SEWER MANHOLE 49 PROPOSED 15 STORM SEWER PIPE SITE PLAN. 12 EXISTING 4" SANITARY SEWER SERVICE 50 PROPOSED 18" STORM SEWER PIPE ~ 7. THE IRRIGATON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 6 PAVEMENT DEPTHS: s° CONCRETE PAVEMENT IN FlRE LANES AND TRASH DUMPSIER 13 EXISTING STORM SEWER JUNCTION BOX „ * X = 6 IN FIRE LANES AND 5° I ALL DcATiDNS• 51 PROPOSED 24 STORM SEWER PIPE THE DUMPSTER AREA a. THE EXIS1iNG MODULAR BUILDING BANK OFFICE WILL BE REMOVED FROM 1HE SITE AREA, AND N O1HER L 14 EXIS1lNG STORM SEWER INLET 52 PROPOSED STORM SEWER JUNC110N-BOX ONCE THE PROPOSED BUILDING 15 COMPLETE AND OCCUPIED. OCCUPANCY OF 1HE 15" STORM SEWER PIPE 5° IN ALL OTHER AREAS SE •BUILOING•WILL•.BE WMITED•'f0.22,5p0•SF,• 90 •PARKING~SRACES•®•250 SF) 7• LANDSCAPING AND IRRIGAl10N DESIGN & ANALYSIS WILL BE PROVIDED ON 1HE 15 EXISTING 1 53 PROPOSED STORM SEWER INLET PROPO D 0 E BU LNG AND THE CONSTRUCTION OF 1HE ADDITIONAL LANDSCAPE & IRRIGATION PLANS. 16 EXISTING 18 STORM SEWER PIPE 54 PROPOSED 6 WIDE SIDEWALK UN11L THE REMOVAL F 1H ILO PARKING SPACES IS COMPLETE. B. All INTERIOR PARKING SPACES V417HOUT A CURB AT 1HE FRONT OF THE SPACE ARE 17 EXISTING 24" STORM SEWER PIPE 55 PROPOSED 4' WIDE SIDEWALK s' WIDE BY 20' IN DEPTH. ALL OTHER PARKING SPACES ARE 9' BY 18.0' WI1H 2' of 18 EXISiTNG 30" STORM SEWER PIPE 56 PROPOSED SIGN ELECrRICAI NOTES: UNOB5TRUCTID AREA PROVIDED FOR VEHICLE OVERHANG. 19 EXISTING 36" STORM SEWER PIPE 57 PROPOSED 8" PVC OR HOPE PIPE FOR 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. s. THE TYPICAL BACK OF CURB RADIUS IS 4.0' UNLESS NOIID OTHERWISE 20 EXISTING STORM SEWER .HEADWALL ROOF DRAIN 2. DEVELOPER PROVIDES 3D' OF ~4 RIGID CONDUIT TOR RISER POLES. 21 EXISTING 8" WATERLINE 58 PROPOSED 12" DIAMETER PVC AREA DRAIN DEVELOPER INSTALLS FlRST 10 CITY INSTALLS REMAINDER. 10• THE TOPOGRAPHY SHOWN IS FROM FlELD SURVEY DATA. 22 EXISTING 12" WATERLINE; , 3. DEVELOPER POURS 1RANSFORMFJt PADS PER CITY SPECS AND DESIGN, 11. BEARING SYSTEM SHOWN HEREpN IS BASFA ON GRID NOR1H AS ESTABLISHED FROM 23 EXISTING 24" WATERLINE ' GPS OBSERVATION, EXISTING 1" PRIVATE WATER SERVICE PARKING ANALYSIS DEM ND ER"INSTALLS'PUL'L:"BOXES'AS'PER'CITY'SPECS'AND'DESIGN. 24 UTI LI1Y A 4: DEVELtiP ' nc rA„nTr,n ,nn1/1ATAA1 l/C'T~ (PULL BOXES PRUVIUEU BY CIIY.) 12. SUBJECT PROPERTY IS CURRENTLY ZONED -C-1-. ZO ChIZ-31111V lr%r%Wnnvrv m~lcn W-S EXISTING WATERLINE AUTFNORITY OF JOSEPH . 26. • • EXISTING LANDSCAPE SLEEVES (2-3" PVC) UIRED PARKING - BRAZOS VALLEY BANK- WATER DEMAND 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 20001 VERSION OF "PLAT 13. BUILDING SETBACK ONES SHAD. BE IN ACCORDANCE WITH CITY OF COLLEGE STATION REO MINIMUM 0 GPM S-8 EXISTING SEWER LINE P. SCHULTZ P.E., AND/OR SITE PLAN. EMAIL TO: ~,QIInRci.college-gt tlaq_ n.tx.us _ ORDINANCE NO. 1636. 27 EXISTING FIRE HYDRANT AVERAGE 20 GPM 28 EXISTING WATER METER (5/8) 28,200 SF BANK SPACE MAXIMUM PEAK 40 GPM N'`~ Sp9T -W-W- PROPOSED WATERLINE LICENSE NO. 65889, ON PROPOSED SEWER LINE SEPTEMBER 23, 2004. 6: DEVEL'OPER'PROVIDES"LUAD"DATA'FOR"PRUJECT:° 14. THE FLOOD ZONE:CEPICTED HEREON IS PER A FLOOD STUDY BY THE CITY OF HIGH SCREEN FENCE 1 SPACE PER 250 SF = 113 SPACES COLLEGE STATION,OF LICK CREEK. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN 29 EXISTING 8' 1" DOMESTIC WATER METER ,d;1~ 'yly~s BUILDING SETBACK LINE IT IS NOT TO BE USED 7. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR A DESIGNATED FLOOD',FLAIN AREA ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL CONSTRUCTiON'PURPOSES: NO. 48041CO201 D, EF ECT1VE DATE FEBRUARY 9, 2000. NO PORTION OF LOT 1. BLOCK 1 4,500 SF RETAIL SPACE DEMAND ~(7Y AE AE ABOVEGROUND ELECTRICAL SERVICE FOR BIDDING OR IS WITHIN THE 10D-YEr.R FLOODPLAIN LIMITS 1 SPACE PER 250 SF = 118,' SPACES SANITARY SEWE 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS (@ 90% OF WATER DEMAND) Txu-GAS EXISTING GAS LINE CONSTRUCTION INSTALLIED'FOR'ELECTRIC'LINES"(INCLUDING"STREET'UGH'nNG);" 15. P.U.E. - PUBLIC UTILITY EASEMENT REQUIRED TOTAL AVERAGE i8 GPM P.R.A. - PRIVATE ACCESS EASEMENT 131 SPACES IRRIGATION NOTES: ( 5 HANDICAP SPACES REQUIRED MAXIMUM (PEAK) 36 GPM ~FEI EXISTING FIRE HYDRANT PURPOSES. Q PROPOSED STORM SEWER INLET 16:"ALLROOF"AND"GRDUND~MOUNiED-MECHANICAL EQUIPMENT' SHALE BE* SCREENED' 6" SANITARY SEWER LINE 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A FROM VIEW OR ISOLATED SO AS NOT TO BE MSIBLE FROM ANY PUBLIC RIGHT-OF-WAY PROPOSED PARKING - BRAZOS VALLEY BANK: PROPOSED STORM SEWER JUNbTION BOX SHEET: PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE OR RESIDENTIAL DISTRICT WITHIN 150 OF THE SUBJECT LOT, MEASURED FROM A POINT BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, FIVE FEET'ABOVE.GRADE' SUCH' SCREENING' SHALL BE COORDINATED" WITH THE'BUILDING 128 SPACES PARKING VICINITY MAP P.U.E. PUBLIC UTILITY EASEMENT P.R.A. PRIVATE ACCESS EASEMENT INSTALLED AS PER CITY ORDINANCE 2394. ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. 5 SPACES HANDICAP PARKING TRAFFIC FLOW DIRECTION 2. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED NOTE: FOR SIGNAGE AND BUFFERING PURPOSES THIS 10.73 ACRE TRACT (GRAHAM 133 SPACES TOTAL N.T.S. UPON INSTALLATION AS PER CITY ORDINANCE 2394. CORNER PLAZA) WILL BE CONSIDERED AS ONE BUILDING PLOT. © Cop ri ht 2004 by-R.L Pa a &Associates.- Inc. I I '/nJ_86 ISSUE DATE _ ~ i ~ ~ 286 - - 1-- f--- \ _ - r - ~ ~ f- ~ _ _ / _ _ - - - 287 i' L k I\ ! - ~ I ~ SILT FENCE - - - T T T T „..--,..1~-- _ .r "a' - T ~ ; T T ~ " ______--TXU-GABS TXU-GAS TXU-GAS --1-1XU GAS TXU-GAS I / r-- AE ~ Af - _ ~E~----I-~1E AE ~ ~i- _ TC= 45 AE AE AE AE E E AE AE ,4~ I ,aE-•-`_`` - T - T - T T .,,sus,...-.>__-= Tx~"dA g TC=28 . 287 = - - - - _ _ A ~ / / ~ ~ ~;_"~.'I'frlT' TC 287 45 I . Txu-gyp ~ 1 / rc 287.70 ~ I I ~ ♦ Tc 287.8 ~ 11 ~ 1 / , • rl r s I / ~ i ca: ~ 6 ~ ~ I ~ \ TC=28 30 - I C=28 40 ; `I.:• "`~'^.i~ / ~ TC= 87:30 TC 287:55 / 0 ' ~ ~ ~ - TC= 87,2 ( . , :1: , . 'r'; / TC=287.65 INLET / TC-288.25 TC=288,15 ; : c TC=287.30 _ I . t - T -287.40 Tc=2B7.9o Tc=2BZS7. PROTECTION / I ...ti I. • 't / ~ n i TP=287.50 1P-287.65 TP-287.50 L1P-287. I - - ; TC 287.70 - -c~= -c~=-=~= - _.i~_. ~ r~r' rf ~ J / •TC=287.73 l 1 i .p j = 86.65 ~ d .~:SANp.BA.S..O,•BE,L. FALLEQ?.:~.•',•.':~.:~.';~:, TG 2 .~..i~„ / TC=287.50 ':I. ; 'R`'CONCRETE:PL`A`CEMENT;':, , `~wF' • ~ ~ TC=287.30 ~ TP=287.70 TP=28,70 TC=287.95 I I . , • , • ~ • ; ~ ; + ; \ TC=287.50 TC=287.70 T 287.33 jj • / \ II T • _ . C-287.85 ~ I $7,~5: s.~ ~:,V.~f-: r. , \ ~ - _ . ..:fit '.1 `'G t.,~,.:. \ T - 8. TC 287.95 ,iv., 1-r, ~.~ft'.?.i-; • ~ TC=287.45 \ 8 c~ I , •n~=4~ ~ \ w ~~=z87.0 12 8 T =287.2 ~a-t-;:~ .,1 , _ ;~j~a~ •r 1~~1 ~ p ( ~ I I. , \ TC=287.55 TC=287 ' 5 I TC= 8.40 TC 288.40 T - 8.20 : .::.,:..:;9., ; -y:;.,- ,,,;•9 T ~ . i TC 2 0 © TC=2 8.10 =287.20 ~ ~''i q" TC=287.70 ~ • ~ ~ W-'88.50 - B.2D 'i-~{.:. 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' ~•,TG=287 ~ \ BUILDING 3 STORY - 32 700 SF 1 ?'~'Y;~ Y ~ TC=287.94 ~ TL"~2 4 TC , ; N ~ TC=288.05 \ ' ~ 'r a : ~•`I : I ; I :~~s~; t FF-289.0 .a,4 ~r:;,~~; ` TC-288.14 \ TC=288.24 TC=287.84 ' ° ~ s'; r,,~,,,tn,, TC-288.08 ~ \ TP'=287.68.. , r.. n,,~~ T 288:42•" TC=287. +Cq.~~4 -f ..,~i.~~. Y TC-288.08 .l:.-~ ' ~ 1 L '~~r 5i, TC=288.40 TP=287.48 ` .y~-w ~ TC=288.16 r; ( xJ 1 . ~ ~ TC=287.92 ' ? ~ } : ~ ~ TC=288 0. ~ : ;.i;, I ,;~I,:;.~: • ~ ~ C=288.43 ti i . N~E;~_. 11 Y TC-287.88 I,. • _':~3;r. CJ TC=287.82 ~ _ ~ 1 { ~ rti. ~i . ~ r,•g .Y I ~ YY n l y,1 ~i TC=287.85 GS_ 'j~:i;7q W 1 ;'1".;., -287: : : ` , ja c~, ~ ` TC=288.50 \ TW=288.70 1Y rz ' 1'Sf. ; ' nstl[;~ i 1 ~I \ TW=288.40 ~ TC-288.60 ~ , s: p 1Y 1 N ~ ~ U 1 • :~l'i:: ` ~ t': 'r:~'e' 4' T 288.10 _ 8.7 =288,40 TC=288.30 SILT FENCE 1 ':I:~' Q- :t~,tt I TW tea.",- L.•,- Q. a;~~:w ~ TC-288:30... TW 288.30 d ~ ' ' - "~~~I~''; II 2$8 \ N T 287. ~ ~-t.:~.~-~:1~ ~ Y y TC=288.24 _ ~ I -287.70 I rj j-;1-~.~! +~r .E. ~~p~r, ~,a:,~s~~~:.' 1 ~ TW 288.10 ~ 1 ,.;a '':~•;n~-• i r,. lJ~ ,.,•A, s ~ T 288.0 . ~ ' . n .,•T ~ ~I~: ~f Y II7C 288.60 ~..`%S-;•t,. . ~ =286.52 • ~:1:4,4~s, N 9 • • d TC=28 .20 II 1,, t : . . d ~ ~ TC=287.92 2$$ TC=287.50 •5~:~: Y TC=287.85 Q = 1 C~:286.55',`,~`;~`.';`.~`:.` O v r TC 287.6 - ia;: / TP-286.63 : ; t , , s ; ~ .:T( Z ~ ~ _ rTC=287.7 I 1 y~~<4 TC-287. _ •~T•`= ~8fi:55: • ` L~ ..TC- 8.10 \ - - - i- - - - ~ - - - - - r- - z; I' ~ s ~'1 C)" ~I~<~i~f =288. / 0 ----a0---------~`- - - r , $C 287.75 / - ; . i TC=287.85 i/ 1 :'I` I''''.'t`. ::'t`~. SA~Ib'~ •BAG$',TO~ B INSTA L~. N \ TC-2 .42 TP= 25 / / _ : . TP-287.30 II 12 ~ / TC= 87.35 I~`~•AFJER:':CONCR~TE`:PLACEMENT.!':~:•~',•:`.``•';`•:`:•'',`:'`.~: . TC- 87.39 ~ y ~ _ _ 7 \ 7\. / / 287.45 TC=287.• TC 87.35 S ~ttwf~' ~ \ N / i / TC=287.55 86' ='~~c \ T 28. 0.. / TP.=287 ~ ~ 1 . T 87:65" / / N _ U-' / 'S ~i~~~, TC=287.32 / i ` ' ~'<p.. ~ TC=287.46 ~ 1 ' ' •t • ` `RU'MP TE f.~-°~ TC=287:40 ~ 1 ; ~ 1 ~ TC=287.40 / ~';~.~x:_ = 87.35 i TC-28 10 ~ C- 87 4 1 t ` ' ; -S-___-.__ ~ _ u 1 J w'~`"":, ti" TC-2 .17 / i / g-S--~'C=2B5:fi1 a`~x. ` ~ 8-S 87 TC- 87.24 _ • - 'C-287' . I~ . TC=287:14• TC=2 8.20 - .~,::w,~>,:,~;,-:~•.,.., ,~;,{f., TP=28671 s=:>.r=, _ _~.~.:__,~r=~:~a:~,w-.•:.~:;-._•:~,~..~:•~-=:,~.:...;.:: emu: ~ / / .::.u,:,<= rN:., s;~,~i%_ _ .:T{ .r ^ .I ~r; f, . , Illy, ~ _ ,.C, / 88.40 --.~:~.•.~:.r:•:::.:;•v:_:-..L-~•..:.....:., - 00 r-y T a. INLE TC 2 ~r' - 4'' N } ^=.ti.nn~y.>s^H.Y.r'niydax'ii::..e. 1 - / ~,v ~ - _ r,,.. - {1 '-k L 1 $1 +;J S _ _ _ ^tijr S ^•_y~i - '~?ry'`'e--`:~a~~'~'`''~i':1. =1" _ ~ 4 . P-P T ON _ CTI :,rte ;ru, ny'%.Y iri I. 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Zi~ i - :.:~:,ir fir';',`: ='lis a iJ"~ • Y .~J •~.1 Y _ Lr:'jYT 0;4..: i ~2s - . ~Y.. ! ~.,-1i _ _ 1 = - Q ry~-~:1 • .:,u:.,..x wd}4. -^:N~ ~~w ~,,;r~:;:'Sa"'''_'•5i's ~.I~..r .eC;-°,~':r,.b:: h:..>:~.;.;. .:.~~x~:....,.ji;r,,,. pis. f~ y. f ~~''z .;;~c^. =;iq . a>''> ••tc ''%'r.:• "17.1 . s-~>raw=;i:;a: .~Sai; .:.t.~ „ .w =`111'1 ,t F::1r'~y u±1 `.L~=:~'n'%.ruf~o fl~.,v,'i•::':,uCti:l.:~:.. ~1+1 `A1 yi~i~rF.~,~-~S:'v°~`a~:i;ra:ic`~i~•"`?i:^.~ clc.:^•n,`':~''i^"• i=?;"- 'r~•wi1;s o;1;•" orl„ ,.,r....1%'r:~'.` .:fl_'',54.:;; _Y>';-:... - :>!y;~ 'aa~" - <tiZF^~: ?:il.Y.. irk i':'~:~i:{L:.n, 'i:8~; :~yS'+ : `i~-.,n::i:;+: wit .~'!/Y..M..!..e..:.... e_:,...._. 'Q /i ~ ~'4rA •f::' la lr. w~~p;4,::' uli.. : W U ri.. ~„,1:: , ~ ~4.~~ -g GRAHAM C SCALE IN FEET i 1 5878 129 GRAHAM CORNER DEVELOPM ENT LTD ~ 1 - ~ ZONED C J, Y 5878 129 ~ ~ _ ' SY-Y , ii aN .TES:.. ' } 1. THE PROP05E0 LOCATIONS OF EROSION AND SEDIMENT CONTROL STRUCTURES ARE SHOWN ON THIS PLAN. THESE BEST' MANAGEMENT PRACTICES (BMP'S}WILL BE IMPLEMENTED TO PREVENT ERODED MATERIAL FROM LEAVING THE SITE. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE 51TE. ~ ~ ~ 3. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONS:f RUCTION. IS..C.O.MPLE:fE....  v AUTHORITY OF JOSEPH 4. FILL MATERIAL USED TO ACHIEVE GRADE SHALL BE COMPACTED TO AT LEAST 957. OF THE MAXIMUM- DRY- DENSITY* AS' DETERMINED BY' THE' STANDARD PROCTOR' TEST;' (ASTM D698), AT A' N~ ' Sr P. SCHULTZ P.E., MOISTURE CONTENT FROM 2% BELOW TO 47a ABOVE THE OPTIMUM MOISTURE CONTENT. qTF LICENSE NO. 65889, ON 5. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 ti OCTOBER 4, 2004. IT REQUIREMENTS FOR CONSTRUCTION SITES. e IS NOT TO BE USED 6. INSTALL INLET PROTECTION SAND BAGS AS SHOWN AFTER PLACEMENT OF CONCRETE. FOR BIDDING OR CONSTRUCTION PURPOSES. VICINITY MAP SHEET: N.T.S. C2 © Copyright 2004 by R.L Payne & Associates, Inc. 1 GRADING & PAVEMENT CONSTRUCTION NOTES: ISSUE DATE 10,/04/04 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE PRdJECT N0. MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A E116-PAVING-PH2 MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. THE DRAWN BY MAXIMUM. PERCENTAGE OF FLY ,ASH REPLACEMENT OF PORTLAND CCU . - T- ~T` T CEMENT SHALL BE 20 PERCENT BY WEIGHT. CHECKED BY TXU-GAS ~ JPS 2. REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) RECISION 3. FILL MATERIAL USED TO ACHIEVE GRADE ItV AREAS TO RECEIVE Q L PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DEFERMINED BY THE STANDARD PROCTOR O TEST, (ASTM ~D698), AT A MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. ~ , 4. THE SUBGRADE SOILS BENEATH THE PARKING LOT DRIVEWAY PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF 5% OF THE DRY WEIGHT OF THE SOIL. THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 0698 AT A MOISTURE CONTENT FROM 2% BELOW TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "LIME AND UME SLURRY". ~ ~ ..o 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE #3 BAR R-3" ~ ~ ~ COMPACTED AND "PROOF-ROLLED". ANY WEAK OR SOFT AREAS ' ' ~ IDENTIFIED BY THE PROOF-ROLLING SHALL BE REMOVED AND .y p o H REPLACED. ~ ~ X U o r OT 2 ~ ~ ~ a q~ 6. JOINT SEALANT MATERIAL TO BE SONOBORN SL-1 OR APPROVED #4 SSTEEL REINFORCING BARS ~ 18" O.C. 1 ~ 1 ~ ~ EQUAL. CURB FOR CONCRETE LLI ~ r 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE PAVEMENT ~ ~ ~.v v CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE ~Pic~t sECnoN !R RATE RECOMMENDED BY THE MANUFACTURER. THE CURING ~ ~ V+ COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. * X = 6" IN FIRE LANES AND z AS SHOWN ON THE RLAN~ 8. CONTRACTOR SHALL SUBMIT AN EXPANSION AND CONTRACTION 5" !N ALL OTHER AREAS JOINT PLAN TO ENGINEER FOR REVIEW. Q U - Qw _ M~~o SAW CUT EXISTING PAVEMENT Li~l F11R a ~Ql4UM1~ (}F ~EI' ~ i n i t I a~~ .t i L - rr . i '-d- ~ - V I 1u t t T - T - T - EXISTING UNDERGROUND PHONE )ERGROUND PHONE ,C °1'1C 18 , 1d °U. NTS ONLY UNDER ME CAF3LE 3/4". (coahn W/fIEAVY GREASE) AUTHORITY OF JOSEPH P. , ~ ;a W-8 EXISTING WATERLINE iERLINE I ? . , S-8 EXISTING SEWER LINE -tlMiT BROOM FINISH SCHgLTZ P.E., LICENSE ura i uic -f^ LIGHT BROOM FINISH W/ GROOVES (1/4" TO A ~ AE ABOVEGROUND ELECTRICAL SERA B 1/2a DEEP X 1/2° TO 3/4" WIDE 0 3/4 -TXU-GAS - EXISTING -GAS LINE 6' (MAX) TO 2" APARi), PROVIDE COLORED •CONCRE?E F 0.0' CURB HEIGHT FOR CONTRAST, GROOVES SHAH. ~FH EXISTING FIRE HYDRANT 0.5' CURB HEIGHT BE CONSTRUCTED SO THAT THEY DO NOT PROPOSED STORM SEWER INLET 4"• MIN HOLD' WATER TYPICAL RAMP DETAIL. AT PARKING. Q PROPOSED STORM SEWER dUNC' ,f TYPICAL HANDICAP PARKING SIGN AREAS r`SJ . N.T.S. N.T.S (SEE. SHEET Ci FOR LOCATION). L :r - i _ _ - -284- - 2 ________-285-________ - _ _ - _ _ _ . _ - ~ ~ TOP OF GRATE=286.65 TOP OF GRATE= -286~- .r-- _ _ , _ ' -287- ~ "'ri. _ T - T -GAS TXU GAS _ T ,__._..___---TX T -GAS _ _ _ _ T ~7 E i 4 15" DIA. PIPE 4` 15" DIA. PIF t.Z._- - - t~--M -GAS - I FUn-282.68 FUn=282.7E TXU-GAS _ - ~ / 7 11 i ~ 6 4, 4, R4.0 I / IPE 1 „ EAST JORDAN EAST JORDAN I IN ET 1 „ / „ „ 15 PVC OR HPDE 15x8 TEE 15x8 TEE %''.`I. ; : IRON woRKS, INC. IRON WORKS, INC. MODEL V-5728 GRATE MODEL V-5728 GRATE V-5728 " / 196.5LF@0.6% ~ „ ~ 26X26 - - - ~ INLET 1-PLAN VIEW INLET 2-PLAN VIEW ~ ~ ~ ~ , 8 PVC OR HDPE PIPE _ N'.T.S. N.T.S. ° J FL-281:50 : . - ROOF DRAIN FL-282.68 ~ 1.0 /o FOR . I i. 1..1.:. r J.i.L.~'. ~:w 1 .J \ •i Lt1,,~~~.L 12 ~ I , ! , ~ ..-r-. . . lr~,~. k ::1-~~:,.:.r. I z-i I I ,.;r. 1' "c a 4 5 A ~ ~ ::4". A I , ' , .I ,.J..,. ! . ~ T;;,:~. I :a ~ +':'{~l N ° • PROPOSED GRADE MATERIAL i'4 . ti.. ~ ; PAVEMENT SECTION QA SELEC' r~ s..t I 's~ , r " ROCKS ~ ~ 6 T - t~ : < °ooooo IN HE. ' . ' ~ a""` o°o°o°o°o°o° A SELECT MATERIAL T °cooc°°°°uoc O MATER'.. ~ ~ ~ 12" MIN. °o°0 0 0°~°o DENSII ' W ~ -LY °0° ° CONTE I ~ ~ ` PIPE o° o°o D (SPADE BY UFTS INTO PLACE, CONTE PROPOSED BRAZOS VALLEY BANK o TO FILL ALL VOIDS AROUND 1 :"`2' oooooopo o0000o B GRANU ~jvt o°oo°°o°ooooo PIPE. MANUALLY CONSOLIDATE.) Y 1 BUILDING - 3 STORY - 32 700 SF :•:.r~-, 6" MIN. ° ° ° ° ° MATER ' , S., : ' OF DE , FF-289.0 •I•.~.~ MATER 6 LABOR ~o_ ;..Y • \ THE TRENCH. BOTTOM. SHALL BE :r:... : ! „ _ A ~i~ ' GRADED SO AS TO PROVIDE UNIFORM \ TW=1.5 x O.D. + 12 MAXIM 'r.;~ ; AND CONTINUOUS SUPPORT FOR THE '(j=~- ' LL HOLES. MAXIM PIPE BARREL BETWEEN BE - ' MAXIM ~``rf V l; y~i :~,.M: I' ' 1 tom" .1~ i BEDDING AND B,~CKFILL FOR ©CEMED ,;,j °S THE N T~~,, PRIVATE PVC AND HPDE STORM OF ME 1 FD.C.. PRODI ,,-Fr , ;•.Y,~,' SEWER PIPE HOUR: 5" ' " ~ ~ STRUCTURAL AREAS ASTM n 39 F OF 8 PVC OR DP PIPE k-,r,. 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'.I'+'),"r,::.: ,','`..one... c:,:.,~r-~'2er:~"''%'~:~,+r, i~rji '.+;~,J.,-';,i~'.__y.'~" ,f1 -v C. ct4;::':~~rs:, 4. ~.1,., , rl., i rc,, , r' y, }r`' n 6 ' i. ~'"ii.+ 1~,, ,1;`~%"a 1;; '¢i V ` , ~iir'i" ;,uw,l1, ue~ rl~'YI`4: }1; 1, uFv ,f,r~~r,::y~,rVi1~• ~ tt'~,.. 7 4„r,~lh r `•`p, ,,yy•~;~~~~7~,ti~a•rl'~'J14. a,~}.kf,,dl,~,,~ .,~iwl:~:ri,>~.fj-::4:~s~,r.. ,"~s:'i4~:,:n~w^~;~:~f~•',~ .•aa, : • :yy... : , ±~;1~.'r r IF.1 Ta:f, S l',,1:.,,.:. .~ayas::*~I,, CwY',ae::~upei:r::i>". r~?.;i.....;. / , DRAINAGE...CONSTRUC:1].ON NOTES:.... A 2 1/2`'DIAMETER~PVC DRAIN PIPES TO ALLOW WATER FLOW"THROUGH CURB. 1. PRIVATE STORM SEWER PIPE MATERIAL FOR PIPES 24" IN DIAMETER AND GREATER WIU_ BE RCP, T & G, ASTM C-76;' CLASS°Ilf PIPE: 'STORM SEWER' PIPE 'MATERIAL FOR' PIPES' 18""OR"LESS' IN DIAMETER MAY BE RCP, CONTECH A-2000 PVC DRAINAGE PIPE, HDPE RANCOR SURE-LOK WT PIPE, OR HDPE ADS N-12 PRO LINK. WT.PIPE.. 1 ~ 2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 3. THE CONSTRUC110N SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS.,. rl 1 +  ABOVEGROUND ELECTRICAL SERVICE AUTHORITY OF JOSEPH EXISTING GAS UNE P. SCHULTZ P.E. N ST ~FH EXISTING FIRE HYDRANT LICENSE NO. 65889, ON gpFy ® PROPOSED STORM SEWER INLET OCTOBER 4, 2004. IT s ❑0 PROPOSED STORM SEWER JUNCTION BOX IS NbT TO BE USED ~~vv FOR BIDDING OR CONSTRUCTION PURPOSES. SHEET: VICINITY MAP N.T.S. © Copyright 2004 byR:L, Payne & Associates; Inc, IC4 i I STATE HIGHWAY.... W NO. 6 EST FRONTAGE ROAD ~ ISSUE DATE 1O/04/04 Horizontal Alignment Station and Curve Report. PROJECT NO. Desc: Fre Service Supply Waterline W-1 _ - - -T-TT =-i' _ 't'-'l-1"= t'= T-1"= T= TT-'T- T- - = t = - _ - gesc. station spiral/Curve Data Northing Fasting E116-C4-WATER DRAWN BY _ - - - T - T -~'!T ~ ~ ._._...---Txu-cAS r~u-cas Txu-cas Txu-cas Txu- ncu~cns r`?ncuT AS-i' i- ~ ~ --_____.-1XU-GAS-----""" - \ CCU PI 0+00 10198041.2668 3570794.3205 CHECKED BY T Len the 13.46 Course: S 48-18-42 E JP~ \ i2. jL ~ I ---------___9--------------------------------------------- a 'L PI 0+13.46 10198032.3148 3570804.3722 R E V I S I O N SS ~ / _ _ ~ t' WIDE _ WRB OPENING Length: 13.07 Course: S 43-28-42 E Delta: 4-50-00 Q i STA.0+26.51• ~ I ~ II 8" 11.25' M.J. BEND I ,,w;•t~++;~~ ,ar: ,+x.,° r,+ I Tangent Data Q , 0+00 1D198041.26fi8 3570794.3205 Q ; .gyp ~pK I ~~Y:yF 1 4~W STA. 0+34.97 0+00.80 10198040.7354 3570794.9172 Length: 0.80 Course: S 48-18-42 E Q , '~,5 ` PROPOSED FIRE HYDRANT ASSEMBLY N 1 EasEM ~ a ~ - Q .WITH...VERTICAL•...EX•TENSION...A D.. h, `'I'`~'~"~`A"~'~`'° , I 8"X6" M.J. TEE r : ~ .3; Circular Curve Data PC 0+00.80 t 0198040.7354 3570794.9172 4a 1 1 it AM CO RP 10197816.7034 3570595.3937 STA. 0+35.50 ~ ' " ' ~ I RNER DEVELOPMENT LTO 8"X6" M.J, REDUCER 1 ` ~ - - - .II 5878/129 PT 0+26.11 10198023.1274 3570813.0841 ~ Delta: 04-50-00 Type: RIGHT p ~ •1 V4IATER~.INE Val 1 Radius: 300.00 DOC: 19-05-55 U STA. 0+36.83 s?~;.. 0 (~:.<:ty,,,-;, r 0 s~ W ti 6"X1-1/2" M.J. SERVICE SADDLE -`~;~I ~ O Length: 25.31 Tangent: 12.66 O ~ N Mid-Ord: 0.27 External: 0.27 ~ ~ r, 2 PROPOSED BRAZOS VALLEY.. BANK.. - r ~ 3 STORY 32,700 SF ';.:''s')~":,~:,;,?:'~~~. BUILDING - - ~ ~''-Q` Chord: 25.30 Course: S 45=53-42 E 1~, ~ Es: 0.27 U o I~ STA.0+49.00 ~k, 1 s FF=289.0 ~ ;-,,,.'la' -r~~= ~r 6r...45'•M:J:°BEND.... 1 1 ~r. ~;~;Z;r',..~~;=,~•~.- ~ o~ • ~ ~ I. PI 0+26.51 10198022.8343 3570813.3620 ~ ~ d >.x ~ . 1''~ i...~, yr; ~ . I:~,. Length: 22.49 Course: S 32-13-42 E W ~ (7 1 .a; _ CONNECT TO EXISTING `~=•.',~.~'=;;~w~:- ",:;.~;:'~.r: Delta:- 11-15-00 ~ ~ r ~ 12....WATERLWE..WITH.... 'fi„r =-?~r~:;...,-~,., " ,l~,', "1r'"" REMOVE AND RELOCATE 2" ING SLEEVE ' Tangent Data ~ `r" U fir, ~:s~::.., & VALVE 5'..~r ~ 0 I :a~ ;;~Fi;~,~~~s~."': BLOWOFF ASSEMBLY AFTER t I ' ( PROPOSED FlRE HYDRANT 0+26.11 10198023.1274 3570813.0841 0+26.51 10198022.8343 3570813.3fi20 1 EXISTING 12" WATERLINE n,, 1 ~ I Vii;': N m -;`~,y ASSEMBLY Len the 0.40 Course: S 43-28-42 E • • ~ ~ L ~fs~ FDC I ~.ws~,~~. h:~,t~ ;':1 4 1 N c~~~ w`.~y m INSTALL FlRE HYDRANT ~~~v X ------------9 f m ASSEMBLY N0. 2 WITH PI 0+49 10198003.8109 3570825.3548 ~ ~ ~ N N Len the 81.55 Course: S 12-46-18 W ~ a ~ I I 1 1 ~ 8"X6" M.J. TEE ~ !I Delta: 45-00-00 ~ ~ o 0 0 ~ ~ i„::, ~ 1 ~ 1' WIDE CURB OPENING STA. 1+30.55 ~I~;;: 1 ~ _ _ _ _ _ _ _ _ --------------------9-- Tan ent Data C4 ~ ~ ~ 1' INSTA'L' 6"' M:J. CAP' ''x~.r N ~ I 1, , ~ ~ ~ ~ \ 0+26.51 10198022.8343 3570813.3620 ~ 0+49 10198003.8109 3570825.3548 ~ ~ c= ~ ~ ~ ~ Length: 22.49 Course: S 32-13-42 E C w O ~ d- ~ ~ 1 ~ ~ i 1 BUMP \ \ 9-S..._---- 8-S r ~ ~ ~ 1 9-S 3 b _ ~ 1ma ~ ' ~ i / B^S 8 S ~ 0 m m ~r~r` a. ~ PI 1+30.55 10197924.2812 3570807.3275 x'c:- i ~ „gar-------•e-s _ _ 1 X-~~`,''' r i~ i~;.c` ;,~.G3~ ' rc.Y'r:,ro°,ti:;, I o PROJECT BENCHMARK ~ :e"lv:' t~ri=~ ~1 ^N , _c~~.c1 C 0 i.r 5 UARE UT N INLET ~<~~.W ~3%=~-~r , a ,~w, FH2 Tangeht Data r~ 0+49 10198003.8109 357D825.3548 ~,y wr;%? - - X.~,.,:,:..~,. - '~7h~ ,a,,. n-,'+'}~:: :,i+,6i,^a''ief'I~c,; ::3~ts,`='."F: i".;•m:.. .I:.,,u ~,e,,...:. ~ . ..r. , r , ELEVATION - 288.18 a ~ ` ' .A.~ e; r~~ - .G.- / -'•In~ m.;,..., ^Y,. ;p.,i65; ~ ar.;4~ 5*.''rtiiS. .ss~-~ ~F:L . 1 +30.55 10197924.2812 3570807.3275 Z I ..r""3.. ;~t.v, i:y, . r.~~ww~ `u'a', .r. ..u r ~2 y,~, tea.-, it , L~"", ,cYg;,Y~. w ~ .4,. u... ~t .-..,,..,-;.,...,.,ra,..;n.;.,,_.,...,.,,a-.q,, ,u.^y.,,_.,:t.,..,..•..a,; c;:uG.r'`:,,.,b:•.piV;p rif M,''lei^o9w S :u.,c.. -....~:~.+..:.;::!+.-a.~: :i.....~ !.-a.~/1 :..ya~a..r:r.....,~ fi v~x~ :..sy:. .F~~~ ~~cy.. - ,zn. ..a.."•. ; ^~i'"~ r}^>y y^ ' '7o'N< r`co~ i--• s:^u::,- l ~ :Yr.-: e;jlc,;_rft: :s!r"~ ~Uli^" e,r~¢~ .C;•:, ~,~i:: Length: 81.55 Course: S 12-46-18 W v, 1 ,w;,. e~5; rii~ ~`i ~a ,,..:.14,: - : +'c'3.~ v'j~L w .tit. ...tia ,,,-..,.;'z'~~,!- „G„ ;y:, _ Gi.: n,`~:~~y ® • '+~i'~I; ,a:r i.. e-}., Ua-}.. a-}.-Cad~:e". >:1(.`: ~ --~=11~~:p.~. .~'+ir.G_v^~.:'~::1f...~::^~ ~ :%'1:'`j.%+:'{.~.... t i`.U+2,a/!~::1,ia~}~i'>„- •}r ~'•i yr v. . n::~.l'vYi'. l 1 l..r... ~Mj .-t,. 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U> cP•.a, ~ 'ii;!r, Jd~~,' ,vr,!Ciinyr;,;i;,~}nrM.^•: Sa`ryYt;.o;,..:,~fifi✓..~ ~ / W 8 +.",.d;,, 1 ~.1&&.3 -L,i:;;-hl ex:.9r,~';^:.,.R;r<`• ;;~"'~^,";~C:a~.'~:c„';~.3~..= W 6LI1 n l.✓ .oj ,.~.~.,~yc.,51,.~~::iut:::.. ~a ~;:i=F;~t:<;'~°,, EXISTING 8 WATERLINE ~ ~ q~ 1 ~ 1 1 ~ ~ ~ 'Y~~ W I G HAM CORN ~ , 1~ RA ER DEVELOPMENT LTD ~ W `vn 0 Q. ~ 's+' ~ GRAHAM CORNER DEVELOPMENT LTD • N 5578/129 7 Q ~ ONED C-1 A ~ z 5878/129 ~ ~ ~ ZONED C-1 LL~I ~ T 1 1 w4 11 ~ , 1 1 p ~ 41~~ r N ~~~Q t 1~ 1 1 1 0.. 2... 1 W.O~.~' ~ u~, 1 4 ~~o~ ~ ~ k~ 1 IN d r} ._W 40.. 20... 0.. 40.. ~:;:u 1 ~ s ~ ~ SCALE IN- FEET._ 1 ~ :1'~• 1 ~ "=x ` _ n = r PROFILE SCALE N ~ ~ 1 " = 4' VERT. U m S.TRU.CTUR . L BACKFILL V ~o U - ~ NO -STR~UGTURAL z a w BACKFILL z T ~ ~ ~ a0 NOTE: ' 1. ADJUST FIRE HYDRANT AND VALVE W z~ WATERLINE PIPE MATERIAL BOXES TO MATCH FINAL GRADE. W F- c~ ~ PVC, DR-14 (AWWA C-909, CL. 200 2. REFER TO PLAN VIEW FOR WATER DESIGN GRADE REFER TO WATERLINE DETAILS SHEET SERVICE LINE LOCATIONS. FOR DETAILS AND EMBEDMENT 3. WATER SERVICE MATERIAL - z ~ o~ ~ U ~ REQUIREMENTS TYPE "K" COPPER TUBING. NO oc 0 288 ~ 288 NOTE: SPLICES ARE ALLOWED IN THE W ~ w° Q EXISTING GROUND PROFILE SHOWN IS TUBING FOR THE WATER SERVICES. 4. ALL BENDS SHALL BE RESTRAINED - >~t~~- . BASED ON FIELD SURVEY DATA. TO THE P IPE AND BLOCKED TO ' 4' IN. E (STING BUY UNDISTURBED SOIL. G OUND 0.1'0%" rr r 8 ATERLINE 6 WATER INE 280 80 2 . w - t, L. N W ~ FW- W S 4 ZW ( w.Q 1 30 0~ W F~ Z ' •T ~ N ~ rJZ ~ ~Q ~ ~ S J W N N~¢ fV N~ (V (V ~ ~Z~ ~~°DWZW~• CO W..CO Wa N~V] NW II,N~ jj V N~ N NU Q NX.~. .l~im.L~.¢Z ~0 ~W I~i~W tJi.,~ W W ~ C J a in ~s rn? X in ~ m ~ n ~n '-t - LO CO C> N` MaJ M-7! M~ Cr)? MO UNLT UNUtK INt f LLJ O~ OSr O Otn O• .-J AUTHORITY OF JOSEPH P. SCHULTZ P.E., N.a cw~ X.nj... CV h. ¢zx00 LICENSE NO. 65889, ON r0 00 r rxw OOrx 00 stn N ~w ~w NBC 1(0 (N V) ? OCTOBER 4, 2004. IT IS NbT TO BE USED 0+00. 1+00 FOR BIDDING OR CONSTRUCTION PURPOSES. I SHEET: PROFILE 8.11 6.11 W. T.... ERLINE W-1-- © Copyright 2004 b R.L Payne &Associates; Inc. IC5 l GENERAL IV4TES ISSUE QATE i 06 28 05 12 PROJECT N0. 1. RE: SHEET A8.0 FOR PARTITION LEGEND. - v 13.2003 ~6 LI(~-I OVE RE i'A5.2.1 (TYP) 2. RE: SHEET A7.1 FOR DOOR SCHEDULES. ~X ~ DRAWN BY I SOLDIER COURSES (6) ( I ( PRICING SET TYPE 1 FINISH 3. RE: SHEETS A7.0/A7.1 FOR WINDOW ELEVATIONS OX CHECKED BY RECESSED 1/2" FROM FACE BRICK) ( 4. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK/STONE. UNLESS NOTED OTHERWISE TOP OF PARAPET _ „ 60 -0 I r r- r _ _ _ , REVISION 5. DIMENSIONS T0. EXTERIOR WALL OF THE BUILDING ARE TO FACE OF 6" STUD. N - - I ( - -C- ~i r2 ~y 4 6. INTERIOR PARTITION DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE OF GYP. BOARD. SOLDIER COURSES (6) 7. FIRE EXTINGUISHERS TO BE LOCATED ~Y FIRE MARSHALL. ~ • - o d- o ~ _ TYPE 1 FINISH ~ _ ' o .i I I ~ - ~ RECESSED 1 2" FROM FACE BRICK 0• i N ~ - 8. INTERIOR DASHED WALLS SHOWN AS FUTURE TENANT. 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