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Home My WebLink AboutDrawings~°W`-' J: 6 -019 8 Q37B, M0 1 1 2 P 44-01 5 3 7 PV-02 -016 4 4 Pv-og2' _028 \ 1 O~ \ 5 Q3 I M017 3 ®'B~ 05p 01 IS, 2 9 A 1 1 P- \b2s 6 3 10 P -100 2 1 -027 937BIMP 9 DCREEK -099 W Q37BNO21 0 P-001 ~ PV-089 V-080 1 \ 7 9 4 V-081 \ Q37B1M020 2~ 6 K~ 3 G~Q37BIM039 P-624 5 V-107~~ 4 \ 37BIM022 -oss Z BLOCK 1 \ TON P-04-51 P PV-102 CORN 6 I AL C~M RC PV-1 PV-10s s X108 - (n7B2P001 P-042 \APdc 37B2M009 BLOCK 1 6n 44 fL'O(-, LA.9 r"- C ir- kA ~.r \11 'p !r #;hS L,4NDSG,4PE LEGEND - 18" to 24° CONSTRUCT FENCING • IN OUTSIDE OF DRIPLINE 26-EXISTING TREES TO REMAIN ~ ~ 13 -LIVE OAK (Quercu5 virglniana) ® 20" WA (CANOPY) 1.5" to 2"GALIPER - CONTAINER 36 TOTAL CANOPY ♦ i TREE TREES PROVIDED / ~ S TREE DRIPLINE © 10 -WATER OAK (Quercus nigra) (33 REQUIRED) ~ as DRIPLINE '-0" (CANOPY) 2.1 GALIPER -CONTAINER ~ / - ~ s. s~ ♦ ~ SPACING 6' METAL "TEE P05T 5" e 13 -DRAKE ELM (Ulmus crassifolla "drake") / n~. (CANOPY) 2,1"GALIPER-CONTAINER : ♦ ~ 4 GGN57RUGTION i FENCING FABRIC 3 - BRADFORD PEAR (Pyrus caleryana'Bradford7 (NON-CANOPY) MIN,1,25"GALIPER -CONTAINER N m 8 - CREPE MYRTLES (lagerstroemla lndica} ♦ ~ G (NON-CANOPY) MIN, L25"GALIPER -CONTAINER ' FINISH GRADE q - BALD CYPRESS (taxodlum dlstlchuml (GANOPY)2.1"GALIPER-CONTAINER ~ 5- ♦ \ 14 NEEDLEPOINT HOLLY (Ilex cornuta burfordl needlepoint) 12 WATBR OAK :b`~_, 0 5 GAL, ~ 36" O,G. (PARKING AREA SCREEN) ry 1 Do - WAX MYRTLE (raphlolepsls indlca'clara7 ~ „ UNDISTURBED EXISTING 3 5 GAL. ~ 36 D.G.(22 ON SITE; 98 AT BUFFER) VEGETATION TO REMAIN ♦ ~ I • TURF GRA55 (cynodon dactylon'bermuda grass') 12" W TER OAK HYDR05EED AT THE RATE OF 3L65 SEED PER 1000 5Q. FT. ♦ i ♦ ~ ~ SG,~LE: 3/$"= 1'-0" 18"WATER OAK ~ ~ REF. 1 /L 1.1 NOTES: , ~ , 1 ~ IDENTIFY AND TAG ALL 4"GALIPER 8 LARGER EXISTING 10" WATE ^ ~ ~ ~ , , , WOODY VEGETATION 70 BE PRESERVED. VERIFY W/ARGHITEGT AND/OR 11 WATER OAK OAK ,C , , , LANDSCAPE ARGHITEGT. , , , 4 ~ -SHRUB 2. ALL TREES (EXCLUDING DEAD, DISEASED OR DANGERDUS) LOCATED WITHIN 8" P05T ~ ~ ~ ~ ° ~ ~ OAK ~ ~ ~ ~ i v BARK MUL THE 30 LANDSCAPE BUFFER ARE TO REMAIN, REMOVE ALL ♦ ~ , t ~ ~ 2 LAYER PINE GH STRANGLING PINES AND P0150NEDU5 VEGETATION. b ♦ ~ ~ ~ ~ ~ L i TREE PROTECTION ~ ~ ~ X10 ` ~ ' BAGKFILL MIX: 3. REMOVE EXI5ITING TREES SHOWN DASHED FENCING, TYP. na ~ ~ ~ G~~ , Y~~ DY LOAM TOP L ~ - ~ ~ ~ ~ ~ 50% SAN 501 4. MINIMUM 512E FOR ALL NON-CANOPY TREES ~ 3 '24 WATE p~ \ ` \ y ~6 ~ o d 25%PEATM055 ~ ~ 25% WELL ROTTED PINE SHALL BE 1.25" FOR A SINGLE GAME ~ ~ ` OAK \ 6. ~ ~ ~ i ~ BARK MULCH ' ~ ~ ~ ~ ~ ~ ~ ~ - ' H~ , , ~Q~` , , v i ~ , ~ ~ ~ ~ ~ ~ V , 16 GE>: FINISH GRADE 1 a WATER OAK i r 1 - , v -L 1 - , ~ , y. 22 WATER b~AK ` ` - ~ , r ~ r 1 ~ ~ ~ \ 1 - - ~ PHASE ,1 EG,~LE: 1 /2"~ 1'-0" 2"wAT~ROAK~ t ~ y \ ~ t REF. 1 1 ~.r ~ ~ ~ 1 ~ 2 ♦ ' 20" WATER OAk~ ~ 1'8 WATER DAK ~ , + ♦ / -i ~ y ~ FUTURE ~ . ~ \ , - ~ 16"PIN 7~EE i , \ c; RY SANCTUA TREE ♦ ~ \ / ~ ~ r ~ ~ \ 30" WATE j.DA~ce ~ ~ i \ / ♦ ~ ~ ♦ iP0551BLE i. ~ ! i FUTURE ® ' ~ h - ~ . _ . ♦ ~ ! 1 ~ ° GARDEN H05E SEGMEN75 ` ~ ~ ~ ~ DRIVE i y ! 6 i 3 STRAND GALVANIZED WIRE 1 WATER 0 ~ ~ ~ ~ ! ! (~S , ► ! 6 vo wArER a~aK ,X ~ ~ ! ~ ' E STAKES i ~ ti 2 X 2 X 8 TREATED FIN R ~ ° ( 8" WADER OAK tY;, k ~~(J v ! (3 PER T EE) Q~ Q TO REN(AIN UNTIL , , FUTU~EPHASE ::T'"' ~ i ,,i • PLAY AREA 6" 2"LAYER PINE BARK Tp " ° H 501E WELL ~ ~ a„ 3 TO 4 IGH ~ ~ i ~ ♦ ~ ~ FINISH GRADE i O r~ ~ i 8" ATER OAK III ~ f c}%3ti`~ a _ PLANTING MIX: 50% SANDY LOAM ~ vy, t-° _ ~ ROOT BALL 25% PEi~ ♦ ~ ~ ~ - ~ ""~a-~` INSTALL TOP OF 25% WE~,L ROTTED PINE e ~ ~ ~ s~ =.t~.' ~ ~ i i ,.,r.;,., . ..c,:.~ , z ROOT BALL LEVEL BARK MULCH 1 ( ~ ~ :;',''S G G W HE INISH ~ ~ ` .o :~S,::r,'t`~;o.;•,=•ir,,% 0 A~ R OAK , . ~ `r~!'.:. `.r •i' V GRADE : w • i{ar:" v~,v \ ~"a~ .t3'i'4 ?~'nF .A Ni',r~,;";'•`'.nf;•. iJ': .'tiL'~`'\ t' 1' STf~KE TREES .J ~ ~ aa,,., • ~ ~ 5 r i. a~.~t '"i. i it ~1tt © , ~ ~ POSSIBLE u %~}~.;,~$;,,.-a,:y;, <.:;,.a. °^~•';x Y' ~ 1 ' ~ FUTURE :a'Qw,~„>;I%;: a ~T'r;;r:" ,'w . II ~ \ EXPAN50 ° a. >~7~;: '.r. :ct, ar•, i--t !i REF. 1 /L 1.1 SG,~LE: 3/S 1 0 ~ , , ~ / ~ is ~ ti; jx> ; :i-`t'itr -r_ ~ a~ : ' ' • SITE ,4REA ~ i i~fi:: J j%i•' I • , , R~ ~.,;x. \ ~ , p~i4 r_x,. ``5'',~ : ~ •lg'/ M.Y. O AL 5 E AREA T5 = 332 362,8 5F ('7.63 acresl ~ , ,:gs;'~~%"~:~'.~,..' '•s• „ , T T IT ( I rv ~Si yes .C.`{ fi.✓.•:5';' q p. -'g,'~j r.; ® POSSIBLE ~ ~ fi- ~ ~ POINTS REQUIRED: \ V r= . a FUTURE s~'' , • ~ . ~ ;f, . t • o ~ r . 332,362.8 SF (D5111,000 X 30 = 9,991 POINTS ~ PARKING _ " • 4 ` ~N::~'~,•JUJ7 i4vY~'e 5,Y'7~a 4':`'~o tiyPff`6~'y.,,p,~ '}r '~j~.` STATE HWY 6 STREETSG~tPE ~ ~ ~'K~-^'•;.~~ a ra' Y~~i ~ti,, ~ ~ r J.~ I. STATE HIGHWAY 6:315.29/25.13 TREES REQUIRED ~ ~ ~ ~ ~ • • • ~°r' i 315.2'1/50 X 300PT5. 1891.62 PTS. STREETSGAPE POINTS REQUIRED: r ~k •s~ ~~'s;~..- Tj WOODGREEK STREETSGAPE \ - s WOODGREEK DR VE: 814.93/32.26 TREES REQUIRED ~ ' ~ ' ` d ~ ~ , ` ~ •'i ~S YF`~ ~.Y{ ~ ~~~Y Iu~~, • p • ~ ni ~t; tr :iS~,•~> . 814.93/50 X 300.4 889.58 PT5.5TREETSGAPE POINTS REQUIRED: ~ ~ .r . . w :ar~ ~rtA3^,~~,` , s , 4 , TOTAL POINTS REQUIRED (SITE ~ 5TREETSG,~PE PO NTS) ' ~ y ~ • i Y. t'n. aj.4• n ~ ~F' ~ 7g 'V 9,991 + 1,891b2+4,889,58.16,952.2 POINTS ~ ~ ~ '~~P~ ' " ~ ` p ~.F.,,=. CANOPY TREE REQUIREMENT , ~ ~ f ; . ~ 1 /2 OF TOTAL POINT REQUIREMENT ~ ' a 16,'152/2.83'16 POINTS ~ k - ~ : " I EXISTING CANOPY TREES (SITE) • ?,'100 PDINTS ~ 'si x~ r=afi~,`5: ; - i 3 (4-8")x300 PT5= 900 ~ . ~ ~ •ap.' ~ \ ~ / ~ .w , ~i i/ 19(8"+)x400 PT5.6,800 ~ , ~ ' X STING T EES ~ WOODGREEK STREETSGAPE• 2,000 ~ 2 05T OA (F E I R 4 (4"-8"1x300 PT5. 1200 ~ ~ •f 2 8"+x400 PT5• 800 ~ I s ( 1 ~ ` r NEW CANOPY TREE5 ~ WODDGREEK 20X 150 POINTS- 3,000 ~ ~ (4) 10"RED 0~~ / NEW CANOPY TREES ~ 57ATE HWY 6 \ ~ ~ i 13X75 POINTS- 995 , 21 K ~ ~ 13,615 POINTS IN CANOPY TREE5 PROVIDED ' \ ~ - i v 3,09 9 POINTS REMAINING TO BE PROVIDED ~ ~ i OTHER CANOPY TREE5 PROVIDED: ~ , ~ ~ 3X 150 POINTS- 450 NntJ_/'_6M1InpY TRFF4 PRnVIDEDe ~ ~ ~ .h ~ I 1 1 X40.440 POINT5 Pa \ FROM LAWN AREAS. MEN SHRU55 PROVIDED: 5HRU5 5GREENIN6 "i. PROVIDE A BUBBLER HEAD FOR EACH CANOPY AND NON-CANOPY TREE 161X10POINT51,670 \ ~F POINT TOTAL FROM SHEET L 1.2 a 13-10 7YP. ZONED SEPARATELY FROM LAWN AND PLANTING BED ZONES. PROJECT NO. 0313 \ REQUIRED 3,930 POINTS TOTAL 8. FURNISH AND INSTALL A PRE55URE-TYPE VACUUM BREAKER INSTALLED DATE JULY 2004 PER CITY OF COLLEGE STATION CODE. 5TREET50APING 9. PROVIDE SOD, GRASS, OR GROUNDGOVER AS SHOWN AND AT ALL AREAS TOTAL POINTS PROVIDED D15TUR5ED BY CONSTRUCTION PRIOR TO REQUESTING CERTIFICATE F 13,61 5 + 3,9 30 11,605 POINT5 \ tiOCCUPANCY. t` L I 6 BUFFER YARD ANALYSIS \ 10 _ 40 SITE L.ANV5C AFF- FLAN • 1. PROVIDE 1 TREE EVERY 25, FEET AND 5 GALLON 5HRU55 AT V O.G. EXISTING UNDISTURBED VEGETATION TO REMAIN. NO TH AA 5E BUFFER YARD AREA FOR DETAILS. OF 01 1 5' 20, REF: 1 /Al. 1 SCALE: 1 " = 40q--0gaen~ ~ ~r i ~ - cr D. - ~fl G~ l 1. -I I .G . _ i,_ . ~ T _ IR♦~ _ _ _ ~ . _ _ . r ` . Q.IT1~- -l~'-~.. _I~~_- ---~p►=~1~.....:. N . ~:~I.Z.'~------- .:_.:._';:::~bC►~:.1':_ =:pDl~1'S-.__ _ • . ~ e~ ~ _ bla~..~ . ,f - - . =~..--~115_CAGI~~'PAN.__C~P~D~D~Q.__I~2a Cb~i.p_E~Ca~I~~:~~NG~U.DEP_::~l.fi':I~:.~_: . - a .ED:..:P Wt~_. .Nm_!~:C.a~h_Y. _~15: _.dN~.:51~~~~ .1. I ~ _ a tzD F..~~... Goo L P ~ i t o• ~ _ _ 1 --~.__._.I.D~r~l~s~1'(~QE;M.IL~_INDICA.::.::~::.:_....~,25.Cd~IPEJCo~~Y1~r~:EK=-----_-----_--_- t ' I 5 - - - - ~ '~LI~AP~p~.~ GP.AP~)~fiC(~"n-~,::: Gp.Dl~tt~l CNvN.-G~NC~.P_Y~:. PHASE ar i ~x . C~IlD - o:_ 2 .~ir_~ 1f-11t,1I ~ 2 FUTUR FUTURE ~ ~ ~ SANCTI INCORPORATED SANCTUARY} ~ / Sll University Drive East Suite 201 . _ . _ _ -~-~d~SMa t~lU N(:: N:~I.NI l_~~_ _ . _ :::S~G~h{~l cbt~ _ - - - - . - ~ o ~ College Station, Texas 77840 - , _ _ __I ~"Aia.l~N__..l~sM.if~l~ ~tar.N~~Gp.~~,tN_.__ _ _ _ . e Phone 97912fi0.2635 e - e e Fag 9791846.8224 M ee www,arkites,com - - ._.i_ - - - ~ e~ ee ~ 3A.~}17~L~sls _U~a ~I _~j_G-~1~11~Ch~~_ _ - ~ _ - - ~:ra~~ ~t~a~~I__I-1Au1~i~a~~:~~a~~__._-: c~N~=~l.r~~~.~o~~c~=- ee♦ ~ q ~~o~•o•o~~ t o ~ ~ `9~ 9tP ~ ~ o r ~ , 'o ~ q M RN E.(FERG ON ~ , -f1YhiGLL-G~RL~~PA;-. ___-----::~~c-;gU~N::C4N _~:_-::►:uc:G~4D~.D-~II-~N~__~LA~L~-__. ---_-..._...Wt~c.MY~~.i-~.. -GDI~I~'41.N.~E:.GTP.o.I~~~....__:.._I,1.5~'_(~~L-SNEE,t_.Ll.~l----~ . ~ r ~ ~ e ~ r , ®.~;'/STEM; . ~ ~ t sq~ ..ac ~ ~ ~ ~ ~ i A c E A~ . _ ~ ~ O ._:_.f~c~}~Cvs~~-M~l ~t4tI~~.M~--..CC~rA~I~G~NS~I . , ~ ~ ♦ r i __350._........---..__ . - ,I _ _.D......._ .A ~ ~ ~ ~ r i - - - __As~~tlc ,IA.S.MLNE---..._ . _ I d o r~.G~.t~i~~..P~oi~f..._ _ ~ ~ ~ ~ P ~ ~ O ~ ` ~ f r P r ~ l ' O ~ l 1 ~ ~ V . I 1 ~ - ~ ~ . . 3_ p k ~ i ~ \ N ~ r F i ?s ~ i ~ 1 ~ , , . SE 1 . ~ ~ ~ N C ~ ~ 1 ~ ~ ~ ~ ~ Na - - - ~ - _ ~ ~ ~ ~ ~ ~ 1 ~ - ~ ~z J _ _ :__N'f1.Fl~f- :M 1K ~l~_o:~~I~:PY~ ~o~so ~ ~ ~ r~ r - I~1'~ss. _ ~ - i ~ O i~ ~ ~ i~ q~ ~ \ ~ i ~ ~ ~ ~ -I'0-GAIIG~ 4.~~ w I DE T ~ ~ J ~ ; ' ~~1~ UJI.O~...... . - ` ~ i J i ~ ~ ' i . I ~ ~ i I ~ 1. ,i ~l~ ~ - - p -~G - T 1 N 1 Li- j~ i PROJECT NO. 0313 DATE JULY 2004 o4-sib L I G : Isk, 0f a-a1 ,a.„ - - 1'-0" ~w~ n q~q n n,.. " ~ CAST STONE COPING RESERVED " PARKING ,r'l, ~,YA~, HORIZONTAL REINFORCING v,.,r.':.f: REFLECTIVE FIN. METAL R:~,;, 51GN (TEXAS MANUAL ON UNIFORM yJ~; 1', x};~4;Y;rr• ' k 16" O.G. TYP TRAFFIC CONTROL DEVlGE TYPE 0 u:.it~w~.., id~4s;;»..~y> ~ 4"XS"X 16"BRICK- ~',•'«~mE~rw) R1-8) iq ' ' ~H.~St`e~ REF 5PEG5 ~;a~ : ~'t ~5 REBAR AT 32" O.G. GROUT 50LID ALL REINFORCED CELLS ^~`=?frr ,g~;r~~y'~., WEEP HOLES AT 16" O.G. ~ '4Y3~'{.i` M1 u, Y~. fL?1~yi1. ~ d 2 1 /2"DIR. GALV. STL, PIPE COLUMN f:' '~^~~V to 5E7 IN CONCRETE FOOTING. PROVIDE ~Y~ti „7i • GALV. STL. GAP WELDED TD 70P „ OF PIPE #5 REBAR: EXTEND 24 ~ ABDYE, 18"INTO SLAB ♦ L?~y*y j iS• REF 51.1 z ~t:!.'. ♦ FOR OUNDATION 0 Si (:;::%;:~(•iit;•:•:~.1 DETAILS y F:•:.°; :;_l,•,:]':;:;. ALL GHARAGTERS MUST BE ayiv:~F;`t. J~QJ k"`'-" 'r''"~ 0" IMUM ABOVE GRADE ♦ 6 MIN ' , n~wy~; ~1A~~ 1' 0" OR 51DEWALK ♦ t . 1 ' ..i~'x- s Y~'~ ~'~~.~~i!wi~r v~: " `{x ,~~~h REF: 51TE PLANS SCALE: 3/4 =1-0 ~ REF: S/A5.4 SCALE: 3/4 =1-0 1y~ 'fir. INCORPORATED ~ o~ PH, PHASE ~`;or~° 511 University Drive Easf Suile 201 2 ~ ♦ Co))ege Station, Texas 77840 ~ 2 SIDEWALK - REF.1 /A5.4 ~3 BARS ~ 12" O.G.E.W. ♦ t Phone 9791260.2635 h~~3 " Fu 4 THK. GONG. RAMP ~ 1:12 SLOPE MAX ♦ FUTURE Fax 9191846.8224 CONCRETE WALK -REF: ~ ~ =F~ w w w, a r k i t e x, c o m ,.y~,, ,u~y;,: BARS ~ 12" O,G.E•W. 5PEG5 FOR FINISH ♦ ♦ 4 SAS SEAL WITH EXPAN51ON JOINT ♦ SANCTUARY) ~ `~~~'A•._~5 jL '~~4( ~~;J'~'~"rte!. GONG. CURB (BEYOND) CONT. TOOL MATERIAL- 5ONNEBORN 5L-1 ♦ ♦ EDGE TYP. OR APPROVED EQUAL. IN57ALL Ny ♦ RED COLORED CONCRETE SURFACE- PER MANUFACTURER 5 SPEGIFIGATIbNS. " ~ n 1 /8"DEEP GROOVES, 1 /2"WIDTH, 1" FINISH GRADE MIN. DEPTH 1" WIDTH 1 /8". ♦ ~ \ ~ t~ J n ~L 'O APART. ♦ ' EXIST, PAVING ~ ~',;r.;;;`•°~ ~ ~ \ Vl 4° w c.~. 6 iC:r #3 DOWELS X ~ r "el~~f y ^f~.d N s~Y h~ ~ , \ ~ A:j+%• 'V A 4t kN pN .tF ~ V1 r ~t4Sr .:RA,+4Y w:'~.kC4:~cv::t~'5:~:~~`h•,+ s~ ~ t i \ qk'r ~ 6 ~ \p \ \ ' ► i ~ ♦ , f Q,' 6 , \ '-s~~"r~r r 2"MIN. SAND 6" COMPACTED SUBGRADE- ~ ~ , ~ ,~s;k spa VJ i LV/~; LEVELING BEq REF 5PEG5 i ~ ~ ~ I \ ~ ;;f` L 6" COMPACTED 1- ~4 BAR CONTINUOUS ~ ~ ~ ~ f 1 1 Fk ~,1 OIL ~xy'}! n ~ ss f'(' nk Y K3La .,l S ,~1, ~ ''Sk SUBGRADE THROUGH EXP. JOINTS ~ ~X X ~ ~ ~ ~ {qua , ~ 'y',~F~ ~Yr - ~~s'rY 41(~~ 4 jF. 'i~ S~ RAP W REF 8/A 1,2 FOR EXP. JOINT DETAIL ~ ~ r ~ N r ~ ~ r r ~ ~ ~ ~ ~ ~ K. ~ti~~A X 1 V ' PHASE 1: r4 i y ~ k • • k +,r+far.. , , ~r~ ~ ~ FELLOWSHIPI ;r~. ` i a s(1 .,y4. ~ ~F ~ REP: S/A5.4 SCALE: 1 =1-0 REF:5ITE PLANS 5G LE: 1 =1 -0 ~ a i. irk"Y v' • y"y~ 9. .I 4~h' 'S4f L INTERIM ~~yr"f r~a'.,~;~.r~..~..~ WORSHIP .<,`~>:;.r;x:~:• r,''~r.""~~ / •'~f ~ w7j M.l ~,r'''. Yi iF ~.Y,a,~. S S 5 ~ / r h . a 1j J~x`~ ' _ V . - _ p'~g$~Z^~5'~) yn 65'?r~;'S, s'i'r?„ / 1~~1 CONCRETE PAYING-REF 2/A5.4 J y~~l~':'~C.rvi4~'1 f~Y'.: EDGE EACH 51DE W/ 1 /8 . ~ ` y RADIUS MIN. ! ! ~ ~ PHASE 9. ! ~ !r 1 /2"JOINT WITH GOMPRE551BLE ! ~ ! - SUNDAY , 1 ~ ~~E~LS ~r~ i~ FILLER AND 5EALANT p0~ , i'vtY~, i a' rry, scHOO~ • ~5 X 1'-6" SLIP DOWELS ~ ! ! ! ( - ~ 12 O.G. ! R EF. 5PEG5. FOR SUBGRADE 1 i REQUIRMENTS ! .5: CONCRETE 51DEWALK W/ t. # BARS ~ 12 O•G.E. . 3 W ••,j - w . - G 55 BLE J , W OMPR A 2 T / 1/ _ ~ _ <F"i<,.: 0 A R D 5E LANT LE N FI L A ~ ~ s ` y 0 'r nr. ~ 'iir: T ® OP - BAR GON , T 1 4 ~a~ , %;r`': .y~'a 0 x"~ G e' { u n •d% t 4 4 t W x ~ 16 o.G, .1P. DO EL -6 3 1 et ..:C: ~v :j:V wh ~9F 6° f:~; V~ '~'i :L'_ :r i u "y . T - I DO , 6 5L P WEL ~ ~f _ 5X1 E. A a~;-.;~. - A 3 0 M X 5P GIN6 J.5 0 ) ,,,~,r ; ;r r'' ^~g. t n i n ...r ~ - ::.F . 0 -6 3 0 5X1 3 BAR . ._t; >L' .,,r... .r ~ •F,r 1, 1 8 G- 30 MAX Gr BENT SPAGIN 0. EXP. J01 T N ~0 h ::4` s L u `..~'i. r 1ti 10 ;<v . u a'~: 7 ~ ~s ~ X:. 2 r. A.. b x~o. fi"-ii - ..:w n'{" R .1 `ry ...::a',. GONGRETEDRIV W ;.;y:. Sr :s . L "L.pC'"'. \ '.r.. n ~ Q• 1•: 0 m ~Y %^'ii: Y Yi y.~ # .'a?,. 0. "h. R5 a 12 G.E.W. ~ ~ :ti. 4 BA r.X :4 . ~ N a t d• 'c'ry :"i ~"+~dJr,~'.',,.<u,. o qy;F d• ~ ,1 „r,..;;,, , 'ei'r~ ~~'~y( ;L'ib`i ~I) 'F.f"`f'.ii>j(~i~. ;t~~.,d .,L'. r~ =J, J ~.'1,v~iF h.~~ a Q' M;: -h. ..l• y.' /w.•y .t~'y ~f: r 9 - ~r ~rt L 1 1 • 5GA E: REF: SITE PLAN 5 BG ADE A5 5P G D , z.' ;::aiv; ~;~,,`_;I err;?': ;ts-~ ; " - 't~ t;ti;. 1 . Vii.~ 1???',,{{~~,r 1 .iA:)1 ..'i~`: i f aY' Lxlr 41 '~:.u . :.a4 . S . 1 -0" yy$r. 'sue- ap 7:r :.m~ '~4.. 1- ~4 BAR CONT. ~ ~ , ~ BOTTOM ~ ,;:3 t~ l+''~'~ t` D~,VG~,I\ r~ ~L~Y... ~sgl'ij r;, RESERVED REFLECTIVE FIN. METAL ~;aa: `''"'r~!'~'~'~ PARKING e';i:';",~%g)2r~ . 51GN (TEXAS MANUAL ON UNIFORM : f;~;%t• •'>v:'~''i °L i TRAFFIC CONTROL DEVICE TYPE REP: SITE LA 5 SCALE. 1 1-0 ~ "i~~ ".:~;q~ R't-8 PLAQUE) r,~;,~:~st> .>a,r:~r ~r~p•. ;t:z:~y c?v .fi, . j ~.4 1. it u:h~iP vae REFLECTIVE FIN. MTL, 51GN =.~ta `fl ACCESSIBLE Va Q ~;:~,'~v`{:~~`°:'-'' e x,,:,,.~ • l~r „a,: u.. ,a5. C w 'x:trti , x e EXPAr jA O .~Y 9~~y. u ;Ni tik;.ka% rr.'..rn„ 2 1 /2 DIAM. GALV. STL. PIPE IN GONG. FOOTING PROVIDE MAX SLOPE MAX SLOP VARIES PROJECT NO. 0313 't F:~ .r•<' yt 1:10 x tV 1: 0 1 GALV. STL. GAP WELDED TO G"• TOP OF PIPE DATE JULY 2004 9 z I'•'::_:..•:;::;1 ALL CHARACTERS MUST BE 60" MINIMUM ABOVE GRADE RAMP TO HAVE RED-COLORED 0't~ OR 51DEWALK CONCRETE SURFACE- 1 /8" GROOVES, 1/2" WIDE, 1"APART A A SIPM^ALK RAMP PLAN ~ ACoCE551ELE SISvNACSM 'oJSlPF-kNALK K"'AMP PLAN 4W REF: 51TE PLAN 2"T - G,K OF 24 REP: 51TE PLANS SCALE: 3/4 = 11-0 REF: 51TE PLAN 5CALE: 1/2 = - d R GAST STONE GAP f SLOPE DOWN 1 /2" BOND BERM W/(1) #4 CONT. I I , REBAR- GROUT ALL GELLS ' - - = - ' _ ! _ 50LID i ' " I , - I ' ' G GROUT REINFORCED ~ I I AL 5: GELLS 50LID (48' O.G,I I I -FOR 51DEW K . ' I I -PROVIDE CONTROL JOINT5 5' O,G. HORZ. JOINT REINF. AT ' ' ' MD WOOD OYIDE EXPAN510N JOINTS ®30' O.G, 1X6 STAIN -PR 16" O.G. VERT. ~ I I PICKETS ~ I ' P O 05ED D E T O R P ETNI N N I I I OND AREA P ,~~.s. i I I I :;i~~:' to I „ ♦ '""rc „ 2 1 /2 ~ 5 i"L. PIPE ~ . ~x~~f 4 X S X 16 BRICK I I I ;:,-a,,.~•',E~;+~ FRAME F 1 n I I 1 ~?~'~'.;i~A~;l ~r5 ~5 BARS AT 4-0 O.G. , ' 4,;.~i~~~~v~' ♦ 1~ ~,c° i~'S~i #4 BARS 4'-0 LONG AT rr I ~ ~ D OLT LATG .,,-~~.;.~;'~:~~~s~~ 1` 2'-0" O.G. EXTEND INTO I . , 5LI E 8 H f~~; •.~~3r~~5 r,.:.x GRADEBEAM 18 MIN. ~ r?r~:~r.:- ~~.as 2 , 'ii'i 43 ~k„ 3" m GALY. STEEL I ~ / PIPE ~ I I / I I , 5/8 GANG BOLT, TYP. 5"HEAVY DUTY GATE ~ I I HINGE- WELD TO EACH 51DE. I ' ' ELEGTRIGAL yj ~ / TRIPLE-5 STEEL #BH-M OR ' ~ SLAB SERVICE FROM _ / r k EQUAL-TYP. FOR 2 , _ . _ . _ CITY 5 POLE- - ♦ ~ i ' 3"d~ 5TL• PIPE GATE HINGE :I~•, n , ' I y. ~ 2 1/2 Cp STL. ~ i - - - - - - - - PIPE FRAME ~'y (3)#6BAR5 AT TOP AND ~•~I q' <1~ ~ ♦ •I I ~ BOTTOM AND ~3 t f a .I•t~II'I n STIRRUPS AT 12 O.G. ~ (P I 3 1 /2 (D PIPE \ SLEEVE 2' 0"DEEP WOOD PICKETS / \ i i • 'I' BEYOND - , \ i ~ i zoNi~~ ~ o ):LEVATION A. I•. I I• PLAN / . ~ ~ 1 SLAB. #4 REBAR @ ~ ~ ~ ' ~A.tl t 2" O.G. E.W. / ~f ~ ~ ~ ♦ C ~ ~ ~ ~ ~ _J / \ \ ~ ; i ♦ ~ fp ♦ ~ i\ ~ ~ \ 1 ` < EAST BY-PA55 DEVELOPMENT GROUP ~ ~ ~ i 0 ~ VOL 428,PAGE 29'7 i ~ ~ G~,O ~ ~ n ~ I- a D.R.B.G. TX ~ / ~ ~ r P ~ ~ ~ ~ REF: 1 /A~ 1.1 SG~eLE: 1 /2 1 0 ,y 3 ~ 0~ Y „ (MORGAN RECTOR SURVEY ~ / .t ~ ~ • ~ ~ ~ ~ ~ p ~ ~ ~ ~ ~ p„~F ~ ~ ~ } f i NOTE: rx ~ ~ ~ PP ~ ~ ~ v -ALL 51GN5 ARE PERMITTED ~a / ~ ~ , ~ ~ ~ ~~i ~ SEPARATELY ♦ / ~ 'C ~ ~ ~ e~,P ~ ~ ` ~ ~ ~ - _ -200 S,F. MAX. AREA IN ACCORDANCE PIN MOUNTED, GAST ALUM. ♦ ~ ~ ~ ~ ~ ~~ti ` ~ ~ ~ y ~ GAST STONE WITH G5-UDO, ?.4M COPPERPLATE GOTHIC ~ ~ ~ J~ ~ ~13~ ~ ~ L ~ ~ ~ ~ ~ ~ ~ FP ACCENT (10 cp IG ~ ,C ~ ~ ~ ~ ~ ~ ~ GAST STONE SOLDIER COURSE ♦ / ~ ~ ~ ~ ~ ~ ~ ~ ~ Y , ~ w ` w ~ COPING 12 ',;.GAST STONE ~ ~ ` , , ~ 1 4 y COPING BEYOND ~ ` \ \ ~ ` ~ ~ i ~ ~ ~ ~ -GAST STONE ~ ~ ~ ~ ~ ~ v ' ~ ~ ~ ~ ~ ~ C ~ ~ MA50NRY COPING ♦ 1 ` ~ ~ ~ ~ ~ FAGS BRICK / r~ ~ ~ ~ \ r 15 PROP05E ♦ ~ ! \ ` ~ i ~ i ~ ~ ? 51LL _HORZ.JOlNTREINF. P.U,E. ~ ~ ~ ~ ~ . PHASE rrr AT 16"O.G.YERT. ~ ~ ~ Y ~ ~ t 15 SETBACK ~ ~ ~ , ~ ~ ~ ~ 0 ~5 BARS AT 4-0 O.G. ♦ i ~ ~ ~ ~ ~ ~ ~ ry ~4 BARS 4'-0" LONG AT ♦ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ FUTURE i 2-0 O.G. EXTEND INTO / ~ ~ ~ ~ 1 ~ GRADE BEAM 18' MIN. / / ~ ♦ ~ SANCT VARY -FINISH GRADE ♦ , / r «M 2'-0 14-0 2-0 I I ; • i b"X24" DEEP CONCRETE BEAM / ~ ~ ♦ , t,, ♦ ♦ ~ _ _ 18'-0^' _ _ k• ~I: 11/ (2) ~4 BARS TOP AND (2) #4 / / , t . I:~ARS BOTTOM W/ ~3 TIES / , n ~ n / , ~ ~ ~ 18 cD STRAIGHT 5HAF7 ,4T 24 O.G. / - _ _ /P0551BLE ~ I' PIER, 10'-0"DEEP_ - ~ - _I--- - _ _ _ _ a / / _ e_ ~ ~ _ d ~ p, FUTURE , ~ ~ r i 5EGT1®I~ ~o. / DRIVE. ~ "4 SCALE: 1 /4 = r -0 , 3_ . RED: 1 /A~ 1.1 SG,~LE: 1 , , / / ~ r r b i ,,o r 1 -r / / / ~ ~ rG x / / ~,G v r ;:s,.~"• ~ F0 i f. , PLAY AREA 1 ~,J / ~,F`A / , / Py a~' / / / 0~` ~-i / , ~ / °w / / 0 / .z s 18 .n. i i' M ALD PKWY F-0 ~ ~ ~ ~ ~ 1 ~ I ;~~(sy it Jet. ~ ' ~ I ;C n~b~.•,, , "~,i;3 t . a ~ , ti •:1,~ . i,••: .r: . PROJECT 51TE ~ ~ \ - ~ a. °w`.,' f1 tit °ry S~ .:_i2s, a. t~°~. ~ 3 , F/ ~ \ ^.C,:;. ~ <in • off, .~r.i,.,.'v •,a?z%~r rd rte r~ / r r'?,'1 ~P ~1' .1. 4r .p .n, `~J ~ P0551BLE ,s H~;:~f: ~~v .•s r,.,:e,.=; ~ n~~. , ;;~>1k d ~ :r ~ 1 ' 1 FUTURE ur oar ~ Y=, y:. ,s ; ~,P` WOODGREEKDR ~ 0 ~ \ • 23,, ~,:.Y bi % ~ i \ 5E BACK ~ ~ • • ' G TY OF BR AN \ ~ ~ u ~~'i~•~`' •;secb:. ; i 20 I ~ ~ ~ ash • a ` . ELEGTRIGAL ~ \ , ~ _ \ 0 PROP05ED P.U.E. \ ~ 5' WIDE .p"~ ~ si~`"~~y~ ~Q. ASEMENT VOL. 9 - ` Q , l T ~ P0551BLE ~ ~ e' ; ; i,,u,~ ~ - •A . \ 1 FUTURE ~ _,3•#~,;: :t , ; r" ~ ' ~ a"~ ~ t; p• \ PARKING ~ ~~9 'lam Q .~A .t~ Q ~ r ~ .a,, .f G \ 10 PIPE~.INE SEMENT ~ : : / L ~ , C ~ ti ~NSEARG}IGO \ f ~ VbL•559,E~G.41 ~ ~ J~ f' ~ s' REF: ~ o ~ ~ ~ ~ ,v d \ Cp ~ ~ O, " ~ ~ ~ ~ 5 D D5: ~TIMATED UTILITY LOADS• PHASE 2 ti ~ ~ ~ ~ TIMATE UTILITY LOA PHASE 1 ~ ` ~ / - 208 3P ELEGTRIGAL LOAD: 250-300 KVA, 208 iP \ \ s. ELEGTRIGAL LOAD: 250 300 KVA, *1L~,1 ` , • DE AND GPM): ~ ~ DOMESTIC WATER D, EMAND (GPMI: DOMESTIC WATER M ( 'S~ \ ~ \ , MIN: 0 MAX: 80 AYG: <1 MIN: 0 MAX: 80 AYG: <1 ~ y~ ~ ~ . ~ \ ~ ~ ~ ~ • FIRE WATER DEMAND (GPM): FIRE WATER DEMAND (GPM) ~ ~v ~,0 Y 1T50 2250 ~ ,~k SEWER DEMAND GPO): ~ ♦ ~ ~ r SEWER DEMAND (GPO): ( 0 ,tea MIN: 0 MAX: 500 AVG: < 150 MIN: 0 MAX: 500 AYG: <200 ` \ ~ \ ,gyp. : Cornerstone Commercial -nhw vnwi.v wi. i Gu 1111-- VnniliwnI.. F-LXuir M Z-111 i JCtY {.4 DF 7LOmr-=4 ~v 'ommerciai FROM YIEV4 OR 150LATED 50 AS NOT TO BE VISIBLE FROM ANY PUBLIC GAS DEMAND (MBH): 6A5 DEMAND (MBH): rcG• 1 /'n A l 11.1 1#-*,- r 1 R.O.W. OR RESIDENTIAL DISTR16T WITHIN 15e)' 10F THE SllBJEG'LLOT 5I1r k r,,., 7.7777- -7771 MIN.O MAX. 800 AY&: <100 MIN: 0 MAX: 800 AV&: <200 Section 1 Vol. '105, Pg. 625 EXI5TING D EEK p~A~"-~~ W00 CR MONUMENT WORSHIP SEATING 5A515 OF PARKING PHASE 1 WORSHIP SPACE SEATS 550 330X.33= G.S.L L. of Texas, Inc. REQUIRED Remainder 8.244 Acre Tract "B" S PROVIDED Lot 2-B 1 10 SPACES P SPACES TYPICAL PARKING SPACE-18'-6"X q'-0" Voi.2011,- qq Pg. 1 FUTURE PHASE 2 SANCTUARY- 500 SEATS 500 X.53. 165-10q PHASE 1 -56 165-10q PHASE 1 SPACES - 56 ADDITIONAL SPACES NEEDED i - - CAST STONE GAP SLOPE DOWN 1 /2'I \ ~~7~~ ~ fir,::, ~ rig?"°'-'i~, BOND BEAM W/(1 } CONT. ~ ' ' REBAR- GROUT ALL CELLS , - : _ 50LID ~ - - ' ' rnntarR~GTION NOTES• , 1 1 i' s~'c~' ~z r OUT REINFORCED , ~ ' -FOR 51DEWALKS: ~ GR , , ' -PROVIDE CONTROL JOINTS 5' O,G. .~~A'Y~t :'k/'.'/.gym. d.L 3L `KO^. /?,e +ii7 isa ;L,,f~_' '~••e'? h y1~'F,y~7. y, t CELLS 50LID (48 O.G.) , , , -PROVIDE EXPANSION JOINTS ~ 30' O.G. •~~l't~r~,,~~~`4''~~..n1"'f'•' ~'tr~~.. Thy,, ,r~•r.~;~,i~; / /~'n,, F,w 7.':r~•stw"°!•''~+g'3~v' ~~1;~'.~.. ~~•Te r.,s~wYLv ~'`L4~^ ~j ' i X6 STAINED WOOD HORZ. JOINT REINF. AT ~ , , PIGKETS 16 O.G. VERT. ~ , , PROP05ED DETENTION POND AREA i ~s`,•~i•drS}~"vc~~Q' f~. ~S;,'lr>~''t~. 'i'r wfSs \ ~f l&• a~n'~u,~ ~ ^ ~~?.i~ A' S~L~~j~~ t y~'~u ~~1C".f ~ ' y~}"`v~'+':~.LrRr CY~~"7y,~ ~ i~{ ~ 1 I I I =~r !¢i~y ~~{~S' ,C''u.~R cl~~'y"°u'^Cv ^l~r::!"+`~v%+b ~F,+ `L.7'^.f.. i, ~Y '~k,R~j~""'.}S.;J3'~'?i3~`F , +y Y>'•f t'..r',,•f, `:>Si .gk `nw. ~ ~~j ,i ti4 } a+ir ~.'`•~~ti, hX',n7~•r:;,s;•,.~5r~''~r.W~,.+~„~V{„C-any}, ~'s l 1 1 1 '~'+~x4 NrP ' 1 /2" 5TL• PIPE f ~ 1 2 CD ,,~`~a` 4;~~~":s a !Yf f ++.~h~'Yk'~r~;•~w',".r' ~ zt ' t✓r ~S'~ ~'rty~1N rF~~~7 ~ O ~cz,~zt"~!~%U`1.~,-atu~~''4^~)~}r~$}?;+rti%ar>"*~`,, .~ir;,Mn~~~c~'~~~~N,F.~~ua \ 'y 1 ~i~.,Y~m~~^+ES.+~ v~~,~'~`Z'S~`i'~.k~`~"3~'~4,~y~~"3~,~~tws~"ki~VY.~~' ~.5nkfs''~~;X ~ . /1~ V~ ~ i ~ , FRAME 4" X 8" X 16"BRICK ' ' ' ~ ~Yn l 1 n ~5 BARS AT 4-0 0•G, ~ ~ - - 1 n i- I I :,r7•'tov~~~c. A~'4~3sy~;t~'4,' #4BARS 4-0 LONG AT SLIDE BOLT LATCH ~~T~(T/i~~ 1 II i 1 1 tl'IF.''.Y'`t:•~=a.•~ :P.it 2-0 O.G. EXTEND INTO , , , h ~ S 11 ,k, ~,y , ~W. 18 MIN. ' GRADEBEAM 1 1 . ♦ m~~r 3" (C GALY. STEEL ' ~ ' ' ' ' "CANE BOLT, TYP. PIPE ~ , , 5/8 ~ ~ 1 „ j.• ' 1 1 ELECTRICAL i 5 HEAVY DUTY GATE , , , IDE ~ ~ SERVICE FROM / HINGE- WELD 70 EACH 5 5LA6 # -M OR ' _ ~ CITY'S POLE- ♦ TRIPLE-S STEEL BH - -TYP. FOR 2 - - - ~ i - - - 3"(p STL. PIPE EQUAL GATE HINGE ` _ ~ _ ~ _ _ PIPE FRAME I ~ (9) #6 BARS AT TOP AN •I ~ # \ BOTTOM AND 3 ~ ; I~' ~ 3 1 /2"m PIPE ♦ \ i , STIRRUPS A7 12" O.G. ~ ~ p ~ SLEEVE - 2'-0"DEEP W OOD PIGKETS s~ ~O ♦ ~ ,~19 zo~vi~~. ~ „ , •I ' I • 'I BEYOND ~ ~ ' J: I : i• p '~C ~ ~ ~.~rV~tTl l~l I'. I • • I• SLAB: #4 REBAR ~ ♦ ~ ~ ~ ' 12" D.G. E.W. ♦ , C ~ ~ ~ fie, YA~I ~ ~ ~ n ~ ~ ~ ~ ~ / ,C t ~ \ A5T BY-PA55 DEVELOPMENT GROUP e~ , ~ \ ~ ~ ~ ~0 \ E a , ~ ~ L~9 ~ ~ \ \ YOL 428, PAGE 291 n , \ r P~' ~ ~ ~ n 1_ n D.R•B.G•7X ,4i♦ / ~~13 \ ~ 0~ ~ ~ ~ v Y n RED: 1 /f~ 1.1 5G,4LE: 1 /2 ~ 1 O (MORGAN RECTOR SURVEY / ~ ~ ~ ~•.6 ~ ~ ~ , ~ , NOTE: ~t ~ ~ ~ ~ rC.~ ~ ~ ~ V 5 ARE PERMITTED ~ / P~ ~ ~ ~ ~ ~ ELY ~ ~ ~ ~ 0 \ y , ~ SEPARA ♦ -200 S.F. MAX. AREA IN ACCORDANCE PIN MOUNTED, CAST ALUM. ~ ~ ~ ~ 13\ , ~ ~ ERPLATE GOTHIC ~ ~ ~ k~ ~ ~ \ ~ ~s GA5T STONE WITH G5-UD0,1.4M GOPP , ,f ~ ~ ~ ~ ~ ~ ACCENT (10" O) LIGHT 50LDIER COURSE GAyT STONE ♦ ~ ~ ~ ONE ♦ ~t ~ ~ \ ~ ~ ~ ~ CAST 5T 12 COPING BEYOND COPING ~ ~ ~ ~ ~ ~y) ~ ~ ~ \ ~ ~ 4 -GA5T STONE ♦ ~ ~ ~ ~ ~ COPING 1 ~ ~ ~ ~ ~ \ r ♦ ♦ r r ~ ~ , \ \ MASONRY -PAGE BRICK 15' PROPOSE ♦ 1 f \ ~ , ~ \ ? \ PHASE HORZ. JOINT REINF. P.U•E. , ~ ~ Y ~ ~ \ \ t 51LL II T ~ ~ ~ v \ AT 16 O,G.YER 15 SETBACK ~ 2 p #5 BARS AT 4'-0" D.G. ♦ ~ ~ ~ ~ ~ \ \ ~ ' ~ ~ '-0" LONG AT • ~ , , \ Y , ~ \ , ~ FUTURE 'ry 4 BARS 4 / , v ~ \ ~ 2'-0" O.G, EXTEND INTO / , ~ GRADE BEAM 18 MIN. ~ s ~ SANCTUARY x -FINISH GRADE ♦ / ♦ / ~ . ~ 1 21_011 0 II II EAM ♦ / ~ ♦ 2'-0" 14-0 I 16X24 DEEP CONCRETE B / / ♦ ~ 11 1,•• ;N/ (2) ~4 BARS TOP AND (2) #4 / / / ♦ ,\p - - - 18 -0 _ _ %3AR5 BOTTOM W/ ~3 TIES / / ~ ~ , 6 ~ " ` .~T 24" O.G. / / _ _ ~ _ 1 _ _ f 18 tD 57RAIGHT SHAFT /P0551BL.E-f ~ 4i ~ - - _ r I PIER, 10`=0"DEEP...... ~o, / FUTURE ` / ~ ~ e f / DRIVE ♦ ~ / SEGTIc~Iy~ o~ ~ ~ e SCALE: 1/4"= 1'-0" ♦ / , f f 1 / / 1 5GRLE: 1 /4 .1 0 , RED: 1 1.1 ♦ / ~z ; f f ~ %0 ♦ ♦ _r k ~,G~ v f / / ;n,. k Fti F-y ♦ / / / PLAY AREA a;., i P-~ / / g U~,A / ♦ ai ♦ 0 ~ . 9~ ♦ ~:w : / f ~ ♦ / J t 818 k ♦ / ~ " a.. EMERALD PKWY (~',~~J ~ ! I , \ ~ f~~:~'rs,,,^ ~ '.tie er ~'P; , w^ 1 PROJECT SITE \ ` \ \ • f . 'S•,~ t~~ as=~ • ~x ; ;~k-::..:; ~7ir;: 1 \ .2,ic~I'~~i;~., SJe 15~.,~ a,,~ .>Tyfi,eQ~7J~r,~ b ~ © ~ \ FUTURE 1;;~~ .':'.~Tr ~`F , , d_.,, . \ ~ -YfF• ??f .~G r„~'~ . tip'' 'M • V S LPG WOODGREEK DR ~ ~ \ \ 25' SETBACK \ ~ ~ - 4 20' CITY OF BR AN \ \ f ~ % » `x't.„ j i \ , ELECTRICAL 20'pROPOSEDP•U.E. \ \ 5 WIDE ~ -sr- ASEMEN7 VOL. 9 \ \ \ ~ 51DEWALK , z,: ? _ ~S. I•"La1 ~ ~ A ~ ,~wl~C T' F.. ~ \ FUTURE \ ,;,-3i~ .ti'. PARKING ~Q ,F....r r, r~. ' P JC\ , 'f \ 'p \ ,rn. ~~s _ 1 ~ ~ ,M OG \ 10'PIPEI!.INE SEMEN? ~ t~:~ q ti ~NSEAROH G , / VbL.559,iRG.41 s ~ yry,. ,AJ EF: N.T.S. A~~ ~ \ a~, ~ . t ~ y d \ ~ o, . I 1 s~ \ ~1~t / \ \ ~ YFr ;F ~ gSTiMATED UTILITY LOADS• PHASE 1 Ea•>7>1naTF 11L C~'~~ \ s / ~ \ ~ _ GTR GAL LOAD: 250-300 KYA, 208 3P ELEGTRIGAL LOAD: 250-300 KYA, 208 3P \ • ELE I ~ J ~ \ , i DOME571G WATER DEMAND (GPM): 'S• ~ ~ \ , ~ DOMESTIC WATER DEMAND (GPM): MIN:O MAX: 80 AYG:<1 ~y ~ \ , MIN: 0 MAX: 80 AYG: <1 ~ 4 ' ~ ~ ~ 6 ~ ~ ~ .,d IRE WATER DEMAND (GPM): FIRE WATER DEMAND (GPM): ,4' k5 F 2250 \ a 1150 ~ \ ~ DE A1JD GPD): ~ --..,__-....,..L,i~cnl. SEWER M ( \ ~ ~ ~ \ F. MIN: O MAX: 500 AV6: < 150 MIN: 0 MAX: 500 AYG: <200 P Commercial FROM VIEW OR 150LATED 50 A5 NOT TO BE V151BLE FROM ANY PUBLIC, on 1 7OAII~G; Co- 1 R.O.W. ORRE51PENTIALDI5TRIGTWITHIN 150'OFTHE5UBJEGTLOT.5UC,H FROJEGTNO. 0515 GA5 DEMAND (MBH): Cornerstone Commercial GA5 DEMAND{MBH): \ ~G. p Section n 1 Pg 623 L I`~ 5CREENIN6 SHALL BEGOORDINATED WITH THE BUILDING ARCHITECTURE DATE JULY 2004 AND 5GALE TO MAINTAIN A UNIFIED APPEARANCE. 500 AYG:<100 MIN: 0 MAX: !800 AYG: <200 Vol. ►05, 623 MIN:O MAX EXI5TIN6 o~%/ WOODGREEK 04mol I PARKIN6 ANALYSIS. MONUMENT WORSHIP SEATING DA515 OF PARKING G.5,4, of Texas, Inc. PHASE 1 WORSHIP SPACE 5EAT5 330 Remainder of 8.244 Acre Tract "B" A F** 330X.33= 109 5PAGE5 REQUIRED Lot 2-B y SITE PLAN 1 10 5PAGE5 PROVIDED Vol. 201 1, -5 19 9 TYPICAL PARKIN6 SPACE- 18'- 6" X 9'-0" \ pg. D TH RE~: SCALE: 1 40'-0" ~ow~ FUTURE PHASE 2 SANCTUARY- 500 SEATS OF 4 500 X,33. 165-109 FHASE 1 -56 165-109 PHASE 1 5PAGE5 - 56 ADDITIONAL 5PAGE5 NEEDED 1'-0° ~ GAST STONE GoPING RESERVED o EI oRC N~ PARKING HoRlz NTAL R NF I REFL~GTIVE FIN. METAI. 7 16 O.G, TYP ~ I 51GN (TEXAS MANUA4 ON UNIFORM a:~o:h~ d~ ~ ~ AFFIG CONTROL DEYIGE TYPE TR r~:~t ~fl. iD 4"X8"X i b" BRICK- ~I~:`,=,.~w." aias3~;.~ui R9-8) REF 5PEG5 ,sc, k r1'1~7='' "~h~~~ a #5 Rt"8AR AT 32" D,G. '!t~.~%a~ r~r GROUT soLiv Al.l. '"•i REINFORCED GEI.l.S z - WEEP HOLES AT 1 b" O.G. ~ ~ ~ ~s~z ~'YJ m 0 2 1 /2" DIA. GALY. STL. PIPE COLUMN t0 5E7 IN CONCRETE FOOTING. PROVIDE 'v', . GALY. STL. GAP WELDED TO 70P OF PIPE r #5 REBAR: EXTEND 24" ♦ ' I I ~ ~ ~u~,l; ABOVE, 18"INTO SLAB ♦ x a %"p. REF 51.1 0 `•`:''I•:C: ~;.1 ♦ I ~ ~ayt~~;cgy J~,y FOR FO m ~ F:~::l:.;T:;.:;~ DETAILS Z ~ : : c: ; ALL CHARACTERS MUST BE ♦ ~ f"'~"''r''""~ 60"MINIMUM ABOVE GRADE ♦ 6:r~ ~t54 1' 0" OR 51DEWALK t ' Y~`i~ ^i ~y+,~ rt V ~Y ~ ~'iSM,,t }~~yNa ar i ex .r~~~.~ s • 'r` 47~: • ~ ~ ~ .~{r REF: SITE PLANS SCALE: 3/4 =1-0 ~ REF: 8/A5.4 SCALE: 3/4 =1-0 ~ ` • 1~~,.~. .~AM~r INCORPORATED PHI 511 University Drive East Suite 201 y:£+: PHASE _ , ~ 2 51DEWALK - REF.1 /A5.4 #3 BARS @ 12" O,G.E.W. ♦ ♦ 2 ~ :r~ry;^ College Station, Tesas 77840 Phone 9791260.2635 ~c~~, • Fl, FUTURE r~ Fax 9791846.8224 4" THk. GONG. RAMP @ 1:12 SLOPE MAX CONCRETE WALic -REF: ♦ ~ ~"''~~~r. www arkitex com ° 115H ♦ SAI 4 BARS @ 12 O.G.E.W. 5PEG5 FOR F N SEAL WITH EXPAN510N JOINT SANCTUARY) `f~ ~4rF:;;~, MATERIAL- 50NNEBORN 5L-1 ♦ GONG, CURB (BEYOND) CONT. TOOL ~ ♦ ♦ EDGE TYP, OR APPROVED EQUAL. INSTALL ♦ w RED COLORED CONCRETE SURFACE- PER MANUFACTURER'S SPEGIFIGATIONS, ;ire ;:;~,t:!,r *Q':•'~1 1 /8"DEEP GROOVES, 1 /2"WIDTH, 1" MIN. DEPTH 1" WIDTH 1 /8". ♦ ~ FINISH GRADE I ~ 1 ,ft~r`~~~~5 ~ •i t l~ APART. ♦ ♦ ♦ EXIST. PAYING ::~:'T•','!:~t:..`....::`i~:.::; s:';:^::.: ;i'+: t #3 DOWELS X ~ I u u Z / \ y ` r~nqu ~~r,,.~s:• • • :Q: II ~ ~ 6 , ~ r "MIN. SAND 6" COMPACTED SUBGRADE- ~ ~ 2 LEVELING BED REF 5PEG5 ~ X ~ ~ t \ ` t 6 COMPACTED 1- #4 BAR CONTINUOUS ,r a~ SUBGRADE ROUGH EXP, JOINTS ~ iX X ~ l TH r ~ / EF S/A 1.2 FOR EXP. JOINT DETAIL ~ ~ ~ ~ R ~ X f V k II II E: 1 =1 -0 SCALE: 1 =1 -0 REF:SITE PLANS SG > ~ REF: S/A5.4 L ~ CONCRETE PAYING-REF 2/A5.4 I. f ~ ~ ~ y EDGE EACH 51DE W/ 1 /8 f ;s RADIUS MIN. f f 1 ~ ~ ~f PHASE 1, ~ f f f 1 1 /2 JOINT WITH GOMPRE5518LE SUNDAY o~ ' ~ -f FILLER AND SEALANT ~,0 f ~ j ~ ~ I f ~ ~ SCHOOL ~ , ~ { ~5 X 1'-b"SLIP DOWELS ~,~~9 ~ f f ®12" O.G. ~ ( f ::.4 'f REF. 5PEG5. FOR SUBGRADE "t:~,'.' f REQUIRMENTS CONCRETE 51DEWALK W/ II OG . R5 @ 12 , .E.W 3 BA i;.. ~':~4 r<''=~> v:ir~, arr;,i w II ~'ri E55 BLE GOMPR A .W 2 J7 / 1/ ;1: ^':J', O AL T 5E AN ~ R ND LLE A Y Fl r:' ` t fi~'i; '+t ,ya oNT @ ToP 1 4 BAR G . J v. ;SVY'. .~LJS . O ',:ti.r. r~~, nJ:' '::z G „~r.. " n I G y. - fr' W X @ 0 EL 1 b 3D •li! r 6" ~,r . .,.s. . ~ - , . SLIP DOWEL @ X b 5 1 ~s 'kfi :r~., y.9 I II 1.4 1 - t Vu A GI G 53 OM X5P N ) J. 0 . A E. . .`sl.. r'' I II 1 11 iJa'• n' a. N - 0 •f T . X1 3 BARS .r' .,1 I • i4 •L.. aiy.. ` 1 ~.,F~r f } N 8 G; BE T O. ~9 G- 30 MAX 5P GI OI A N EXP J NT t, L_ :NCI:. .:~;;a; 10 s, z;: t '•a'~. ;W • 9 ^ Y r.; . Y -:N -r.,-.: ~ n ~ ~ / D VE ETE Rl W ~~••5• GONGR N r e!3/ ~ v{ N 7 Q . t= y. •..v:~~+,>.` 4 BARS@ 12 O.G,E,W 7 u .:;ro.: I.... "°Ak+ .4 .aa. "'.1.'* . z+in~ "'i'" a - SITE PLANS SG t~,,:~~.:~~,, REF: • SUBGRADE A5 SPEGD $;at{, '`,fi'''`'r'; ~ ~I T A il~~'~,a .tip. I ;r•.• , F --i.v:h: . ifir~ 4 1-~4BARGONT. '.=-`y. '~::;,:-:.>a:•r'; G @BOTTOM - ;wr~,,~n rr`' <:s"~.:<:" OV >N ~~t $ `t ~ ~ ~ ,a"v,::~~,~~ti ~y`",~ is RESERVED REFLEGTIYE FIN. METAL PARKING G TEXAS MANUAL ON UNIFORM :.>~''H'?' ~i°°"° 51 N ( rzn r TRAFFIC CONTROL DEVICE TYPE REF: SITE LA 5 SCALE: 1 =1-0 c • i ~ S;wa' 2r.•ro . ` '4::x;1 R7-8 PLAQUE) . 'aa;f~y. t`!. "„iSk'~ r ,•~~A vaB REFLEGTIYE FIN. MTL• 51GN ~ `4 ACCESSIBLE Vp p '"s`i -~'t:~•s;^r p ,,;.~~.,;~,x„ . ~F .Yi; a z ~..;a a,~`r EXPf~ 0 In y i1l¢~I._ 'r;{; I . e....s~ :eait.~ 111k`„` `4 W -NEW voevq 6 2 1/2" DIAM. GAL-Y. STL. PIPE MAX SLOPE MAX SLOP VARIES PROJECT NO. 0313 IN GONG. FOOTING PROVIDE~' ;,r GALV.5TL, GAP WELDED TO 1:10 vi 1: 10 owl ~ JJULY 2004 TOP OF PIPE q DRTr- 4 1. ALL CHARACTERS MUST BE RAMP TO HAVE RED-COLORED 60" MINIMUM ABOVE GRADE CONCRETE 5URFACE- 1 /5" GROOVE5, E5, Al OR 51DEWALK 1/2" WIDE, 1 "APART 6 i SIPF.YSALK "AMP PLAN Oil 4lj_---,SI-PMYSALK RAMP PLAN REF: 51TE PLAN 5CALE: 1/27 l'-m7 dW of REF: 51TE FL N5 5G,4LE: 3/4 = 1 70 LANDSCAPE LEGEND 18" to 24" CONSTRUCT FENCING ~ \ 1 IN OUTSIDE OF DRIPLINE 26-EXISTING TREES TO REMAIN i ~ ` \ ~ 1 20" WA ~ 13 -LIVE OAK (Quercus virginianaJ ~ ~ ~ , i ~ ~ ~ ~ ~ (CANOPY? 1.5" to 2"CALIPER -CONTAINER 36 TOTAL CANOPY TREE TREES PROVIDED N / TREE. DRIPLI E ® 10 -WATER OAK (Quercus mgra) (33 REQUIRED) / / a~ 5 4 ~ ' DRIPLINE '_p° (CANOPY) 2.1"CALIPER-CONTAINER i ' s i ' ~ \ SPACING 6' METAL °TEE P0578" ® 13 -DRAKE ELM (UImUS crasslfolia "drake") (GANOPYI 2.1 "CALIPER -CONTAINER / 4' CONSTRUCTION / FENCING FABRIC 3 - BRADFORD PEAR (Pyrus caleryana'Bradford') (NON-CANOPY) MIN.1.25"CALIPER -CONTAINER N / - T E5 la erstroemia (ndlca) / ~ 8 CREPE MYR L ( g (NON-GANOPYJ MIN.1.25"CALIPER - GONTAINER'~ FINISH GRADE _ i 9 BALD CYPRESS (taxodium dirt chum) i (CANOPY) 2.1"CALIPER -CONTAINER / / " W 7~R OAK 145 NEEDLEPOINT HOLLY (flex cornuta burfordi needlepoint) 12 A 0 5 GAL. ~ 36" O.G.(PARKIN6 AREA SCREEN) " i N t 00 - WAX MYRTLE (ra Mole sis indica'clara') / Q p p UNDISTURBED EXISTING ~ ~ 5 GAL. ®36" O,G,(22 ON SITE; 78 AT BUFFER) VEGETATION 70 REMAIN TURF GRA55 (cynodon dactylon'bermuda grass? 12° W TER OAK HYDROSEED AT THE RATE OF 3LB5 SEED PER 1000 5Q. FT. / ~ ` ~ ~ ~ 18" WATER OAK ` ` - SCALE: 3/a =1-0 , ~ , REF. 1 /L 1.1 NOTES: / 10°WATE ^ ` ` ` 1 • IDENTIFY AND TAG ALL 4" CALIPER B LARGER EXISTING WODDY VEGETATION TO BE PRESERVED. VERIFY W/ ARGHITEC.T AND/OR 1 ~"WATER OAK OAK ` ` ` ,C ~ ~ ~ LANDSCAPE ARCHITECT, ~ ~ ` ` Q o - SHRUB n \ ` \ ~ _ 2. A T E5 EXCLUDING DEAD DISEASED OR DANGEROUS) LOrW ATED WITHIN S" P05T ` \ \ ~ , a LL RE ( / OAK ~ 3 o THE 30' LANDSCAPE BUFFER ARE TO REMAIN. REMOVE ALL / ~ ~ ` ` , 2 LAYER PINE BARK MULCH V 7A 10 . b \ ` ` ` STRANGLING VINES AND POISONEOUS EGE T N ~ ` \ ~t p \ ( 3 TREE PROTECTION a~ ~ ~ ~ ~ ~ ~ 3. REMOVE EXISITIN6 TREES SHOWN DASHED ~ \ G~ ~ ~ ~ BAGKFILL MIX. FENCING, TYP, AM TOPSOIL / ~ ~ WATE yQP ` ~ ` y ~ 50~ SANDY LO 4. MINIMUM SIZE FOR ALL NON-CANOPY TREES / ^ y\3 24 ~bp ~ ` ~ „ ~ ~,,,r .=t-. ~ 25~Xi PEAT M055 SHALL BE 1.25" FOR A SINGLE CANE ~ ` ~ OAK ` ~ ~ ~ ~ ~ , r,~ 2596 WELL ROTTED PINE ` BARK MULCH ~ ~ ~ ~P ~ ~ v , ~ ~ ~ ~ ~ ~ ~i , i b" GEDA 1 a WATER OAK ~ < ~ ~ ~ \ ~ \ , ~ ~ FINISH GRADE ~ ~ J~~~ ~ v Y , ~ ~ ~ 4 'C 13~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ v ~ J `e VARIES ~ ~ ~ ~ ~ ~ ~ ~ ~ v e ~ i , ~ ~ ~ y o ~ ~ ~ ~ s ~ / 22° WATER AKA ~ ~ ~ s ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ = ~ ` ~ .a PHASE 2" WAT R OAKS ~ `v Y ~ ~ ~ ~ t RES. 1 /L 1.1 SCALE: 1 /2 1 D ~ ~ `.r ` ` ~ ' 2 20° WATER OAI~ ~ i'8"WATER OAK ~ i ~ y 1 ~ ~ ~ FUTURE ~ / , / \ ' V 16" PINEkT~EE / ~ SANCTUARY n ~ `.J / / ~ \ ~ p~ TREE / / ~ . ~ / \ 30"WATE j,OAK~ ~ / / / \ ~ I ~ p / / / \ ~ I .~0 o J r , 6 /POSSIBLE / ~ / / v~ ~ 4 GARDEN HOSE SEGMENTS / FUTURE / ~ ~ ~ / r ` ~ / DRIVE / ~ B b / / ~ 3'N lr,~: ~ / ~ V ~ Syr, ~ / f ~ t 3 STRAND GALVANIZED WIRE (1) WATER D~K ~ ` ~ { ~ b ~ ~ t , YO"WATERC3f~K ~ ~ s,'ti ~~r'r ~ ~ ~ 1 ~~t~ RATED FINE STAKES / ~ ~ ,v i' ~ " v , ~ b 2X2XST E I r.. - / ( 8"WATER OAK 4 , ~ 5 ~ ' ` 1 (3 PER TREE) ~ TIL ~ -t~~ , TO REN(AIN UN ~kd,; + ` z FUTU(~E PHASE ~s PLAY AREA ~r ~ , i + / \ y 2"LAYER PINE BARK T / / / ` ' ii i ~ t, t~.. a 9.4 !~'a ~N 3" TO 4"HIGH 501E WELL / ~ , ; 8„ / / / ~ 7 . ~ ~~r~~" y r , '~I r FINISH GRADE / ,n~rE:= , a K a S s ..X 'a:~ r.., c 7- , ~ r i / S' ATEROAK ~ f ~ , , : ~ ~ ~,r.`,'i~ ~ ~ ° ~ z~r~,l / / ~ / r ~ JPW 'r ..f ~ a PLANTING MIX: 50% SANDY LOAM ! ~ ~ _ ~~.r ~ ROOT BALL 25'~ PEAT MOSS , ~ ~ ~ ' ~f~'w ` ~ `u . 1 ~ , , : iti~n r.F 2596 WELL ROTTED PINE ~ ~ r, ` , ~ INSTALL TOP OF , 1 ~ i a ° EL BARK MULCH ~ ~ ~ ~i ~ ROOT BALL LEY ,1 ~ ~ k ~ WITH THE FINISH } ~ ~ 10" A R OAK ~ • , w ; GRADE ~ ~ i+;,'" STAKE ~ TREES ~ ~ ~ t ~ k / ~ POSSIBLE ~ ~ ~ ' ~ i ~ ~ ~ ~ FUTURE ~ , ~ ` ~ ~ EXPANSION ~ ua i- u ~ \ ~ ~ G: ~V RES. 1 /L 1.1 SCALE. 3/8 1 0 ~ ' ~ V , i.` r`(~ , ~ ~ ~ , ~ ~ G~ _SITE AREA ~ ~ ~ ~ ,,,,Q~,~t~~', ~ A~ ~ ~ , ~ r~ a,N~ Ip~`' TOTAL 517E AREA (TS) • 332,362.8 5F ('1.63 acres) \ ~ ~ ~ . ~ ® ~ POSSIBLE ~ ~ POINTS REQUIRED: \ FUTURE s S / 1 ODO X 30.9 91 1 POINTS ~ PARKING 332,362.8 SF (D J ~ , ~ ~ STATE HWY 6 STREETSGAPE ~ ~ ~ ~ REQUIRED \ \ ~ , L STATE HIGHWAY 6:315.2'7/25.13 TREES ~ ODPTS• 189 1.62 P75.5TREE75GAPE POINTS REQUIRED: ~ 315:21/50 X 3 ~ \ y ~ WOODGREEK STREETSGAPE - \ - - ~ _ ~ ll. WOODGREEK DRIVE: 814.93/32.26 TREES REQUIRED ' ~ ~ ' ~ . _ ~ 814.9 3/50 X 300= 4,889.58 PTS. STREETSGAPE POINTS REQUIRED. \ ~ ',,~U TAL POINTS REQUIRED (SITE 8 STREETSGAPE POINTS) TO ~ ® + q 1.62 + 4 889.58. 16,152.2 POINTS ` ~ ~ ' 9,9'71 1,8 ~ \ ~ f \ \ f CANOPY TREE REQUIREMENT ~ ~ ` 1 /2 OF TOTAL POINT REQUIREMENT ~ \ 16152/2.8316 POINTS TING CANOPY TREES (SITE) = 1,100 POINTS ~ EXIS 3 l4-8")x300 PTS- 900 / \ ~ 11(8"+)x400 P75- 6,800 ~ ~ XISTING TREES ~ WDODGREEK STREETSGAPE• 2,000 ~ 2 057 OA E \ ~ 4 (4"-8'7x300 PTS• 1200 „ ~ 2 (8 +)x400 PTS• 800 \ ` NEW CANOPY TREES ~ WOODGREEK ~ ~ (4) 10"RED O/~K / 20X 150 POINTS- 3,000 ~ ~ NEW CANOPY TREES e STATE HWY 6 \ ~ ~ ~ 2) " K , / 13X15 POINTS- 915 ~ ~ / 13,615 PDIN75 IN CANOPY TREES PROVIDED 1 , \ u 3,011 POINTS REMAINING TO BE PROYIDED ~ ~ / OTHER CANOPY TREES PROVIDED: ~ ~X15UrUINIh 't7U \ FROM LAWN AREAS. NON-CANOPY TREE5 PROVIDED: 1 1 X40.440 POINTS 7. PROVIDE A BUBBLER HEAD FOR EACH CANOPY AND NON-CANOPY TREE NEW 5HRU55 PROVIDED: SHRUB SCREENING, \ r~F ZONED SEPARATELY FROM LAWN AND PLANTING BED ZONES. PROJECT NO. 03 15 167X10POINTS- 1,6'10 TYP. POINT TOTAL FROM SHEET L 1.2. 13'70 5. FURNI5H AND INSTALL A PRE55URE-TYPE VACUUM BREAKER INSTALLED DATE JULY 2004 \ 5,q50 POINTS TOTAL REQUIRED PER CITY OF COLLEGE 5TATION GORE. 5TREE75GAPING 9. PROVIDE 500, GRA55, OR GROUNDCOVER A5 5HOWN AND AT ALL AREAS D15TUR5ED BY GON5TRUGTION PRIOR TO REGUE5TIN6 CERTIFICATE OF TOTAL POINTS PROVIDED OCCUPANCY. 4m 4m 15,615 + 3,q 30. 11,605 POINTS L m 01 10, BUFFER YARD ANALYSIS \ 40 eIT LANPeCAP FLAN 1. PROVIDE 1 TREE EVERY 25FEET AND 5 GALLON 5HRU55 AT V O.G. EXISTING UNDISTURBED VEGETATION TO REMAIN. 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Nni i raa i a~ naanan~a 1 / ~'O 05 @ 81Nior N015NddX3 613~IOId ~ ~ ~ s N015NddX3 201AOTJd- 400M (OaNId15 9X l 12J3/~'~'0 „9 t 51Nior -ToaaN0~:) 101 10SIN0~:) aOIAO*a4d- 1V'ANIMTJ 1NI01" Z210H :GNj dM3015 210-4- C70 .B v) (3110S Gila 0~ 337?lOdNi~2! J n0?J9 r 4 - ; ; - - - ; 1: 431-IOG - " - - " - - 51ag '1" fb lno?J9 -7Jd9~~ As, A '1N0S) bx M /M )/M HIV29 QN08 tIN) IN „Z/ 6 WOO 3cjolG-cdd9 nW:) QI'105 3,:~bd 111d6 ~I VA .ate L J j (f LAN»SGAPE LEGENA 18" to 24° CONSTRUCT FENCING a F ` IN OUT5IDE OF DRIPLINE EXISTING TREES TO REMAIN !1 ~Q" \ 13 -'LIVE OAK (QUercuS virginiana) (CANOPY) 2.1 "CALIPER -CONTAINER 1 S TREE DRIPLINE 14 -WATER OAK (Quertue nigra) C' TREE (CANOPY) 2.1"CALIPER - CONTAINER ; , ~ DRIPLINE - '~p~~ r i u ~ SPAGtNG 6 METAL TEE P05T5 . ~ 15DRAKE ELM lulmua tre5slfolia "drake") (CANOPY) 2.1 "CALIPER -CONTAINER ~ _ , ~ ; , 4 GDNSTRUGTION ~ ' FENGING FABRIC 3 - BRADFORD PEAR (PyruS caleryana'Bradford') " " (NON-CANOPY) MIN.1.25"CALIPER -CONTAINER N ~ ~ _ CREPE MYRTLES (lageratroemia indite) - ` G 4. (NON-CANOPY) MIN.1.25 CALIPER - CONTAINER FINISH GRADE • , • 10 -BALD GYPRE55 (taxodium diatichum) ~ ' (CANOPY) 2.1"CALIPER -CONTAINER ' 145 - NEEDLEPOINT NOLLY (ilex cornuta burfordl needle olnt) p 12 WA'f~R OAK ' 0 5 GAL. ~ 36" O.G.. N . - 1 DO - WAX MYRTLE (raphiolepsl5 indica'clara') ~ ® UNDISTURBED EXISTING 5 GAL. ~ 36 Q.G. / • VEGETATION TO REMAIN NoTE~: 1 12" w TER aAK . ~ 1 ~ IDENTIFY AND TAG ALL 4 CALIPER d LARGER EXISTING WOODY VEGETATION TO BE PRESERVED. VERIFY Wf ARGHITEGT AND/OR ~ ~ LANDSCAPE ARGHITEGT, ~ ~ ~J~i~l..~: ~/PJ ~ 1 -0 1 WATE OAK ~ ~ RED" 1 /L.1 " 1 2, ALL TREES (EXCLUDING DEAD DISEASED OR DANGEROUS) LOCATED WITHIN ~ C ~ ~ ~ THE 30' LANDSCAPE BUFFER ARE TO REMAIN. REMOVE ALL i ~ ~ ~ ~ STRANGLING VINES AND POISONEQUS VEGETATION. ~ 10" WATE ^ \ \ \ ~ \ ~ 1 ~ WATER 4AK AK ~ 3. REMOVE EXI5ITING TREES SHOWN DASHED - > \ ~ \ 4 SHRUB s \ ~1 ~ ~ 8° P05T ~ \ \ r ° ~ i ~ ~ ~ \ c~ OAK. 2' LAYER PINE BARK MULCH ~ ~ 1 TREE PROTECTION \ ~ ~ ~i D \ < 3 ~ \ BACKFILL MIX: _ _ _ FENGING, TYP. \ ~ \ ~ ~ ~ F C` ~ \ y 50%SANDYLOAMTOP501L _ - i _ ~ r" \ . a 2 5% PEAT M055 a 5%W L OTT INE ` ~ K f~` ~ \ ~ ~ 2 E L R EDP ^ ~ \ \ ~ ~ ~ ~ , 6ARK MULCH • ~ ~ ~ ~ ~ } a FINISH GRADE 1 WATER OAK .r ~ ~ \ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~J~ X13\ < \ \ \ ~ ~ VARIES i ~ ~ ~ \ ~ f ~ ~ a1 ~ o \ \ y~ . ~ C . l I 22"WATER AK ~ \ E ~ ~ ~ f ~ \ ~ - PHASE RED" 1 !L 1.1 5GRLE: 1 / 2 ~ 1-4 ~ 2" wATER DAK\ 1 ~ \ t 15 SETBACK' \ e ~ 20° TER DA \ .OAK ~ ` , . / \ y \ ~ FUTURE` , \ f ` 16"PIN TREE SANCT c~ TREE E ~ / f ~ J ~ ~ ° ATEgoA . e \ i ~ ~ .1298 ~ ♦ \ S51BLE ~ ~ i TURF ! ~ GARDEN H05E SEGMENTS f ~ o ~ 1 r \ ~ DRIVE ~ 2qa 0 1 ~ ~ ~ ~ i ~ ~ \ ~ 1 1 r 3 STRAND GALVANIZED WIRE 10" A OAK ~ x, 1 1 6 .r r E A , KQ 1 2 X 2 X b TREATED FIN ST KE5 ~ 8 WA,T~R OAK ~ G v / (3 PER TREE) ~ 300 : ~ ~~1a / f ~ ~ ~ w ~ / PLAY AREA 6 i 2 LAYER PINE BARK 1`O 3" TO 4"HIGH SOIL WELL ~ ~ i 301 8" ~ ~ i ^ FINISH GRADE i V i i 8" ATER 0 I ~~~~iilll ~ Q III ~ f a ~ 3D2 S PLANTING MIX: 50% SANDY LOAM ~ ~ -J '1 O BA L 25%PEATM055 1 r ~ ~ ROT L I I INSTALL TOP OF 25% WELL ROTTED PINE ~ ~ \ ~ ~ I ~ W~~ v ROOT BALL LEVEL BARK MULCH 1 ( \ ~ r ' ~ , ~ , WITH THE FINISH ~ ' \ , M1,4 : G ~ 0° A7 R OAK 'f ~ ~ ~ - _ GRADE ~ V A~ ~ _ i STAKE ~ TREEB ~ ; v ~ ~ ' ~ ~ ~ _ e+ _ _ \ ~ \ FUTURE ~ ~q 3+.~~~ s \ ~ ~i- ~ r~ RAF. 1 /L 1.1 SG,~LE: 3/S =1 -4 \ ~ , ~ , Ira . \ ru Y~ n~ Y ~ ~ 25'SETBACK 1 ~ ~ \ _ _ _ \ ~ ~ 305 ~ ~ :r„ _ ~'y~, ~ i 20' CITY OF BR , ~ = \ ELECTRICAL \ \ ~ ~ ~.a~; MENT VOL. 9 ~ ` 306 ~ ~ ~ . T'1 1 ~ ~ ` FUTURE \ ~ z 3 t,rt KING :.<^:5;,;, BUFFER YARD ANALY515 \ PAR \ ; OYIDE 1 T EE EVERY 25' FEET AND 5 GAL~.ON SHRUBS ~ ~ , ti I. PR R ` \ ~ ;a 1 AT 3' O,G. EXISTING UNDISTURBED VEGETATION, 5EE BUFFER \ ~Q \ n ~ YARD AREA FOR DETAILS ~ ~ ~ ~ 51TE AREA 0 ~~,G~ \ ~ ~ ~ '3' \ ~ TOTAL 51TE RREA (T51 ° 332,362,8 5F (T.63 etre5) ~ s. ~ • , i ' POINTS REQUIRED: 1 \ 1 .,Y. \ 332,362.8 5F (DS)/ 1,OD0 k 30 ° 9,9'11 POINTS ~ ~ . s STATE HWY 6 STREETSGP~PE \ \ 10' IPE~.INE S MENT ~ I. STATE HIGHWAY 6:315.2'(/25 ° 13 TREES REQUIRED ~ S ET GAPE POINTS REQUIRED: RG'H GO 315.2 "1/50X 300PT5A 1891.62 PT5" THE 5 ~ 9, RG. 4 1N©GDGREIK STREETSGAPE ♦ , r~~ II. WOODGREEK DRIVE: 814.93/32° 26 TREES REQUIREDa 814.93/50 X 300° 4,889.58 PTS. STREETSGAPE POINTS REQUIRED: \ 1 \ , TOTAL POINTS REQUIREt~ \ 2 ' ST OA \ 9,9 "i 1 + 1891.62 + 4889,58° 16'f 52.2 POINTS CANOPY TREE REQUIREMENT \ ~t \ (4) 10" RE O 16'152/,°83'!6.1 POINTS \ ~ \ \ \ EXISTING CANOPY TREES (SITE) ° 5,300 POINTS 2) K ~ 314-8")° 900 1 i' 1 1 ° 4 400 : (8) ~ \ Lr EXISTING TREES ~ WOODGREEK STREETSGAPE° 2,600 ' ~ ~ ` ,f 5 (4 -8")° 2,000 2 (8"+)° 600 ~ ~ NEW CANOPY TREES ~ WOODGREEK ~ } i . 5. 19X 15D POINTS= 2,850 ~ ' ~ ~ . } NEW CANOPY TREES @ STATE HWY 6 0 SHRUE 9GRMNINrv, PROVIDE A 5.U55LER HEAD FOR EACH CANOPY AND NON-CANOPY TREE 15X150POINTSW 1,950 TYP• 12,7 00 POINTS IN CANOPY TREES PROVIDED ZONED SEPARATELY FROM LAINN AND PLANTING BED ZONEa. PFROJEG1° NO. 0313 ~ REQUIRED 8. FURNISH AND, INSTALL A PRESSURE-TYPE VAC IJIJM RREAKER INyTAI.L_ M QOQ 4,052 POINTS REMAINING TO 5E PROVIDED CANOPY TREES 5TREET5CAPING 15X 150 POINTS- 1,950 NON-CANOPY TREES 1 1 X40.440 POINTS NEW 5HRU55 168X 10 POINTS 1'b80 4,0'(0 POINTS R SPLIT FAGS 50LID GMU GAP-SLOPE DOWN 1 /2" • "r k \ BONA BEAM W/! 1 I #4 GON7. } , ~ ~ i REBAR-GROUT ALL GELLS - - = - " ~ ~ \ 50LID ; - - - ~ ~ ~ ~ GROUT REINFORCED ~ ~ ~ 4 e ~ t \ GELLS 501^ID f48" O,G.) ' ' ~ ~ ~ ~ ~ ~ ~ ~ i u fir' HORZ. JOINT REINF. AT , 1 X6 STAINED WOOp 16" O.G. VERT. ' ' PIGKETS „•I: ' ' ' PROP05ED DETENTION r a ~.,V 4~ ~,YM ~ ^'.w,... ~ \ \ Lot A. 4 ~ ~ i ~ • POND AREA ~ 8" SPLIT FAGS GMU ' ' FRAME i ~ i - :.r Y # O.G. I : ' 5 BARS AT ~ 0 ~ - ~ _ _ - ' .a ~ #4 BARS ~}'-0"LANG AT ~ ~ ' - SLIpE BOLT LATCH 2'-0" O.G. EXTEND INTO , GRADEBEAM 18"MIN. ' ' ~ i ~ ~ ~ 3" (D GALY. STEEL { F, ' i i ~ IPE ~ ~ , 5/8" CANE BOLT, TYP. ~ T it : ~ i i 5 HEAVY RUTY GA E ~ • , ~ ~ ELEGTRIGAL HINGE- WELD TO EACH SIpE• SLAB SERVICE FROM TRIPLE-5 STEEL GBH-M OR 4 _ _ - - - ~ , GITY'SPOLE- EQUAL-TYP• FOR 2 - - ~ p - - - 3'O 5TL. PIPE GATE HINGE ~ . r 2 1/2cpSTL. - _ ~c,- ~ PIPE FRAME ~ L. - ` # T ND ~ 4' ~ ` f 3) 6 BARS A TOP A ~ . ~ d I , ~ BOTTOM ANp #3 ~ ; II• ~ 3 1 /2°CC PIPE ~ ~ STIRRUPS AT 12 O.G. ~ P ~ SLEEVE - 2`-0"DEEP WOOD PIGKETS i : \ , ~ . B N ~UNIN~. ® i\ ~ l:l:l~ ~ \ ~f ~ \ ~ a~l• 1 FOAL ~ 1 ' SLAB: #4 REBAR ~ ~ ^ ~ ~ ~ ~ ~ ~ ~ ~ 12" O.G. E,W, ~f ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ .C ~ ~ ~ i a \ ~ ~ ` ~ - ,~?1 ~ \ ~ ~ X10 \ - - EAST BY-PA55 pEVELOPMENT"Gi~OUP ~ ~ ` ~ ~ ~ V VOL x}28, PAGE 2q'1 ~ ~ ~G ~ ~ ~ G L.E: 1 /2" ~ 1'-0" D.R.B.G. Tx ' ~P , \ ~ y REF: 1 1.1 5 , ti 3 \ ~ 0 ~ ~ \ ^ fMORGAN RECTOR SURVEY ~ ~ ~ ~ b i 13\ ~ ~ \ r CAST STONE ~ ~ \ 'wJ COPPERPLATE GOTHIC ~ ~ ~ ~ ~ \ ~ ~ y ~ CAST 5TONE LIGHT I ~ \ ~ ~ ~ v ~ f ~ i ~ ~ ~ ~ \ a A COPING 12 C \ ~ ~ ~ ) " ♦ 50LDIER COURSE ~ ~ ~ ~ ♦ ~ ~ ~ MASONRY , ~ \ L ~ - ~ PHAaE 15 SETBACK ~ ~ ~ f ~ ~ i ~ \ ~ i i ~ \ ~V ~ ~ \ y \ ~ FUTIJR~,' i ~ y \ i f ~ • ~ ♦ SANCT Y ♦ p / ♦ ® 1 18'-0" -ALL 51GN5 ARE PERMITTE ~ 2q8 ~ ~ ~ ♦ SEPARATELY ~ / , , \ -200 S.F. MAX. AREA IN AGGORpANGE ~ , ~ ~ 6 WITH G5-UDO, l.~M /f' S51$LE / b ~ a , i TURE i ~ ~ t a s i t i , `o., ~ DRIVE i 2qq , t ~ / x~ 0 u i, u ' f ! X ' ~ ~ ~ d RAF: 1 /f~ 1.1 aGA~!~E: 1 = 1 © ~ . c\ ~ , 6 i i , ~ ~ xQ ' i i 300. "i k` , k k ~\yG U 1 ~ i i t"" i f ~ / PLAY AREA ;k~J ~ g G A' / ~ ~ 301 ..e.- ~ 4 i ` ' ~ a ~ / ~ 302 . 818 0"~~k ~ I f'\ 0~ ~~a5 \F' I t , sup:; ~c EMERALD PKWY I I ~ ' 1 ~ \ ~ ~ ,.u 3.-~.. ~ •y,9 \ \ ~ ~ r~c..~ z; ~ \ \ 0551BLE F ~ 4 ° ~ ' ~ ~ ~u • t \ \ FUTURE : 3 a ~ ~ F. r \ 1 EXPAN510N 04 7 ~ ~ ~ . r 4~ \ \ , ~ . G i P WOODGREEK pR 1 ~i \ ~ \ ~ ~ ~ 0~ i 25 SETBACK \ \ ~ M, : ; i 20" CITY OF BR \ \ 305 ~7 \ ~ c,N ELEGTRIGAL \ \ \ fi,..: ~ ~ 5'WIDE 306 a ASEMENT VOL. 9 \ \ ,s. .'1't \ \ P0551BLE \ SIDEWALK 7' ,is °•Q;,; Q \ L _ k .x ~ 1 FUTURE \ taw - .s~% \ PARKING 4 ` ~ F-~ \ C\'(~' ~ G~ \ \ , r 0 ~G• \ ~ / YTS ~OL' Q. z„ V ' ~ ~ \ ~ a \ \ a \ - ~ o'R Fj _ ~ 'o s ~ \ f ~ OG 10' IPE~INE 5 MENT ~ ~ ~ ~ ~ ; 0 i ~ ~'S ~N5 ARCM GO ~ } - ~ F'~ t REF, A'P~ a ~ t> to \ r \ E~,~TI_MATED UTILITY LOADS: PHA51= _ 250-300 KYA 208 3P ~ \ ELEGTRIGAL LOAD: 250 300 KVA, 208 3P ELEGTRIGAL LOAp• SLY ~ y / \ f 5T WA ER DEMANp (GPM1: DOMESTIC WATER pEMAND fGPM). ~ \ \ i,~ DOME IG T ~ MlN: 0 MAX: 80 AVG: <1 MIN: 0 MAX; 80 AVG: <1 2 y • FIRE WATER DEMAND (GPMI: ~ ~ \ , 0 FIRE WATER DEMAND fGPM~• 2250 ~ ~ ` ~~j' 1150 0 \ SEWER DEMAND fGPD): SEWER DEMAND (GPD): AX: 00 AVG: <200 ~ MIN.O MAX. 500 AYG: <150 MIN: 0 M 5 \ ,,1y ~ ; , ~ G, Clorner5tone commercial. ommercial FROM VIEW OR 150LATEP 50 A5 NOT TO 5E V1515LE FROM ANY PU5LIC 6A5 DEMAND (MSH). (5A5 DEMAND NEW: 5ectlom 1 MIN: 0 MAX: 500 AVG. <100 MIN: 0 MAX: 800 AVG. <200 ZO N I N6 i C- 1 R.O.W. OR RE51DENTIAL 015TRICT WITHIN 150 OF THE 5U5JECT LOT. SUCH PROJECT NO. 0515 625 5CREENING SHALL 5E GOORPINATEP WITH THE BUILDING ARCHITECTURE PATE MAY 200 ~n Vol. 105, Pg. 623 EX15TING AMP 5CALE TO ~1AINTAIN A UNIFIED APPEARANCE. \ WQ0DGREEK PARKING AN61=Y515: MONUMENT WOR514IP 5EATING 5A515 OF PARKING PHA5E 1 WORSHIP SPACE 5EAT5 550 e of 5.244 Texa As, Inc. 550X.35= 1011 5PAGE5 REWIRED Remainder r of 01;2-5 cre Tract "5 1 10 5PAGE5 PROVIDED vol, l01 1 TYPICAL PARKING 5PACE• 15'-6" X 9'-0° 201 , Pg. 1 9 9 FUTURE PHASE 2 5ANGTUARY• 500 5EAT5 500 X.53. 165-109 PHA5E 1 = 56 165-109 PHASE 1 51"ACE5 A 56 ADDITIONAL 5PAGE5 NEEDED j ~ - - IP' LANDSGAPEI~E6ENp ~ \ 18" to 24° CONSTRUCT FENCING IN OUTSIDE OF DRIPLINE EXISTING TREES TO REMAIN ~ ~ ~ _ \ 13 -LIVE OAK (Gtuercu5 virginiana) (CANOPY) 2.1 "GALIPER - CONTAINER TREE DRIPLINE 1 -WATER OAK (Quercue nigra) TREE ~ (CANOPY) 2.1 ° CALIBER -CONTAINER - / DRIPLINE - '-0" ~ i 6' METAL "TEE POSTS" SPACING 15 ~ DRAKE ELM (Ulmus cra55ifolEa drake I (CANOPY) 2.1 "GALIPER - CONTAINER 4 ♦ 4' GON57RUCTION' ♦ 3 - RADFORD PEAR (P rue caleryana'aradford7 FENCING FABRIC o B {NON,GANOPY) MIN.1.25"GALIPER - CONTAINER - N 9 - REPS MYRTLES (la eretroemia indica) ♦ G G g NON-CANOPY) MIN,1.25" GALIPER -CONTAINER FINISH GRADE i5 Ichum) 10 BALD CYPRESS (taxodium d t (CANOPY) 2.1"GALIPER -CONTAINER ~ _ t 12 WATER OAK 1 5 NEEDLEPOINT HOLLY (ilex cornuta burfardl needlepain J 36" O,G, p 5 GAL ~ ry ♦ ® 100 - WAX MYRTLE (raphiolep5ls indica Clara) UNDISTURBED EXISTING ~ 5 GAL. ~ 36" Q.G. VEGETATION TO REMAIN , ♦ NoT>=~: t~' 12" W TER OAK i 1 ~ IDENTIFY AND TAG ALL 4°GALIPER 8 LARGER EXISTING WOODY VEGETATION TO BE PRESERVED. VERIFY W/ARGHITEGT AND/OR / . ~ ~ LANDSCAPE ARGHITEGT, ~ ~ ~ ~ 9 8"WATE OAK ~ ~ 2. ALL TREES (EXGLllDING DEAR, DI5EA5ED OR DANGEROUS) LOCATED WITHIN RED, 1 /1.1.1 HE 30' LAND GAPE BUFFER ARE TO REMAIN: REMOVE ALL ♦ ~ ~ ~ ~ ~ T S VEGETATION. 10 WATE ^ ~ ~ ~ STRANGLING VINES AND POISONEOUS ~ ~ ~ ~ 1 ~ WATER OAK pAK ,C ~ > 3. REMOVE EXISITIN6 TREES SHOWN DASHED ~ ~ ~ ~ Q SHRUB 8"POST ^ ~ ~ ~ A " ° ♦ OAK ~ ~ ~ r* / ,C ~ ~ a YE ~ \ ~ . ~ ~ ~ p "LA R PINE BARK MULCH ,,o , ~ ~ X10 , < ~f TREE PROTECTION ~ ~ ~ ~ BACKFILL MIX, FENCING; TYP. l p, ~ 509& SANDY LOAM TOP501L c ~ ~ K ~ ~ ~ /~r f M~ 25% PEAT MOSS - a 25% WELL ROTTED PINE . R^ ~ ~ ~ ~ ~,~.1 t ~ ~ } ~ ~ ~ BARK MULCH , , .x~` ~ ~ ` ` \ . ~ ~ 1 W° GEDA . ~ ~ ~ i 1;~ WATER OAK .r Q~' r ~ ~ FINISH GRADE ® ~ ~ J~..0~1 ~ v y i ~ ' ~ VARIES, ~ ~ ~ ~ ~ ~ ~ e C ~ ~ ~ } e ~ ~ WA7 R AK ~ ~ v ~ ~ 22 E ~ ~ f ~ ~ ~ PHASE ~ ~ u 2.. WATER OAKS ~ ` ~ \ R~~, 1 /L 1.1 SG,~LE: 1 /2 1 -Q 15 SETBACK ~ ~ ` OAK ~ ~ p ~ 20" TER OA ` ~ r ~ ~ F TU RE U ~ 16"PIN THEE / ~ SAH T / C p TREE / / ~ ♦ 3 ATEIjk1A ~ , ~ o / ~ / 2 8 ♦ f. ~ ~ ~ / f rP 551BLE , h / TUBE ♦ ~ ~ ♦ ~ ! ~ ~ GARDEN H05E SEGMENTS / DRIVE i ~ / 299 ` r b . / ♦ x~ ♦ r / / T r r r r 3 STRAND GALVANIZED WIRE. 10" A .OAK ♦ r b r / ,x r ' EATED FINE STAKES / (3) 8" WA ;ER OAK ~ X00 v / 2 X 2 X 8 TR rT 300 r,"`r,'~ ~ (3 PER TREE) / / ~ , ♦ / PLAY AREA / 2"LAYER PINE BARK TO ~}"HIGH 501E WELL ♦ ♦ ♦ 301 8.. 3 TO / / / FINISH GRADE ♦ / ' / S" ATER 0 ' r Q `>x.: , A / ~ 802 PLANTING MIX:'S4% SANDY LOAM ~ I ~ f, ROOT BALL 25% PEAT M055 I I ~ \ ~ . Mf , ~ n; INSTALL TOP OF 25% WELL ROTTED PINE , ~ I ~ ALL EVEL BARK MULCH 1 ~ ` " ` s ~t G w ROOTB L ~ ~ ~ ; ~ ; rs~ J zi;u~ , . ; WITH THE FINISH 10" A~ R OAK 'f ~ v ~ ~ r ,.-.n' y~', , 4 a ~ GRADE ~ \ ~ kE TREE5 ~ ~ ~ , ' ~ ~ 5TA a ~ , ~ OSSIBLE s ~ ~ ~ , ~ E PANSION 04 'x ' REQ. 1 /L 1.1 ~ , . r ~ . ~ ~ . i 25' SETBACK ~ ' ,~,3ti ~ ~ 1 ~ ` - 305 : ~ i 2 ~ ~ , 0 CITY OF BR r a x ~ ELECTRICAL , ` ~ y ` 306 k"., ~n';~< < ~ ASEMENT VOL. 9 1 ~ ~ i : ~ v~ rr .9"f POSSIBLE ~ ~ ~ °_.4~ FUTURE V f, n~ : d , ~ ~ PARKING ~ `l 6UF1"ER YARA ANALY515 ~ ~ ~ 'u' , ~ ~h r y ' S GAL ON SHRUBS ~ ~ I. PROVIDE 1 TREE EVERY 25 FEET AND L ~ x. ~ , ~ ~ AT 3' O.G. EXISTING UNDISTURBED VEGETATION, SEE. BUFFER ~p.4 ~ s.•~ ~ ' ; ~ ~ ~ ~ ~ YARD AREA FOR DETAILS ~~P- ~ ~ ' Q r i r.l >3,- 51TE AREA ~ O ~~C' ~ ~ ~ } ~ TOTAL SITE AREA (TS) = 332,362.8 5F ('1,63 aGreS) ~ ~ ~ ~ ~ ~ ~ yfii. ` POINTS REQUIRED: 362,8 5F (D5)/ 1000 X 30 g 9,9't 1 POINTS ~ 4 N 332, ~ s ¢ STATE HWY 6 STREETSGAPE ~ 10' IPE~.INE S MENT ~ ~ Vii'' I. STATE HIGHWAY 6:315.2'1/25 =13 TREES REQUIRED RC'N GO ~ P Sa 1891,62 PTS, STREETSGAPE POINTS REQUIRED: \ 315.2?/50 X 300 T q PG, 4 e WGQDGRESK STREETSGAPE r.~. , ~ ~ II, WOODGREEK DRIVE: 814.93/32F 26 TREES REQUIRED ~ ~ ~ 814.93/50 X 3008 4,889.58 PTS. STREETSGAPE POINTS R~QUIRED• ~ ~ 2 ST OA TQTAL P41NT5 REGtU1RED ~ 9,9'11 + 1891.62+4889,58e 16'!52.2 POINTS P'( TREE REQUIREMENT (4)10" RE Or~. GANG ~ ~ f "f f ~ 316.1 POINTS ~ ~ ~ 16, 52 2 8 5 SI E = 5 300 POINTS 21 K ~ EXISTING CANOPY TREE { T) ~ 3 (4-8 )m 900 4 1 i (8°+)~ 4,400 ~ f 1 EXISTING TREES ~ WOODGREEK STREETSCAPEm 2,600 . ' ;r~ , 5 (4"-e'7= 2,000 * ~ 2 {8°+)= 600 ~ NEW CANOPY TREES ~ WOODGREEK 1 qX 150 POINTS= Z5 50 1" 11V YIV FI111{VW{./Fnlrl\ IIMl.v 1 y,..--~ . ZONED SEPARATELY FROM LAWN AND PLANTING BED ZONES. PROJECT NO. 0515 E 5 @ STATE HWY 6 0' SHRUS SCREENING, NEW CANOPY THE \ 13X 150 POINTS- 1,q 50 TYR r 8. FURNISH AND INSTALL A PRE55URE-TYPE VACUUM BREAKER INSTALLED VATS MA r 2004 12,100 POINTS IN CANOPY TREES PROVIDED PER CITY OF COLLEGE STATION CODE. \ REQUIRED PROVIDE SOD, GRA55, OR GROUNDCOVER AS 5HOWN AND AT ALL AREAS 4,052 POINTS REMAINING TO BE PROVIDED STREETSGAPINC,'. CANOPY TREES D15TURBED BY CONSTRUCTION PRIOR TO REQUESTING CERTIFICATE OF 15X150POINT5W 1,950 OCCUPANCY. NON-CANOPY TREES \ 1 1 X40® 440 POINTS . 0' 1040' NEW 5HRU55 \ 165X 10 POINTS- 1,650 TH OF 01 4,0?0POINT5 20 ( F: 1 /A 1.1 5CALE: 1 1 _ 40' ' LANDSCAPE LEGEND u ~I~I~f ~I~II II q'~y I i '~~~~fL c EXISTING TRSE TO REMAIN 4 8" to 24" CONSTRUCT FENCING IN OUTSIDE OF DRIPLINE 9`- LIVE OAK (Quercu~ virginiana) (CANOPY) 2.1 "GALIPER - CONTAINER 20" WATT R OkK \ \ / \ \ 1 - WATER OAK (QUercus nigra) TREE (GANOPYl 2.1 "GALIPER - CONTAINER ~ a E DRIPLINE / THE - r 1 ` ~ ~ ~ ~ DRIPLINE '-O" r i ® 9'_- DRAKE ELM (UImuS craasifolia drake") s~ r ~ X t~ / ~ . SPACING 6' METAL "TEE P0575" (CANOPY) 2.1 "GALIPER - GONTAINER'~ „ 3 - BRADFORD PEAR (Pyrus caleryana'Bradford7 r _ _ 4' CONSTRUCTION (NON-GANOPY)1.25"GALIPER - CONTAINER ~ ♦ / FENCING FABRIC ♦ 8 - CREPE MYRTLES (lageratroemia indlca) N G (NON-CANOPY) 1.25" GALIPER - CONTAINER 4 - BALD CYPRESS (taxodium distichum) - (CANOPY) 2.1"GALIPER - GONTAINEtZ FINISH GRADE . . ' DWARF BURFORD HOLLY (ilex cornuta burfordi) ' r 5 GAL. ~ 36" O.C, Q ~ W ♦ 12 WAR OAK ~ WAX MYRTLE (raphiolep5f5 Indic 'clam') ` N ® " 5 GAL. ~ 36 O.G, r UNDISTURBED EXI5TING , t VEGETATION TO F2EMAIN ♦ ` NOTES: 1. 12" W TER OAK IDENTIFY AND TA6 ALL 4 GALIPER 6 LARGER EXISTING _ r- ' WOODY VEGETATION TO BE PRESERVED. VERIFY W! ARGHITEGT ANR/OR - LANDSCAPE ARGHITEGT. ♦ ~ ~ na ° 18" WATE OAK ~ ~ / 1.1 5G1~LE• 3 / 8 1 Q 2. ALL TREES (EXCLUDING DEAD, DISEASED OR DANGEROUS) LOCATED WITHIN 'C ~ ~ ~ REF. 1 L THE 30' LANDSCAPE BUFFER ARE TO REMAIN, REMOVE ALL i ~ ~ ~ ~ LI G NE5 AND P0150NEOU5 VEGETATION. r 10" WATE ~ ~ ~ STRAND N VI ~ ` ~ 11~ WATER OAK OAK 4 ~ ~ ~ 3. REMOVE EX15171NG TREES SHOWN DASHED ~ ; ~ ` 4 a -SHRUB 8.. P05T i ~ ~ ~ ~ ~ ~ r OAK ~ ~ ~ ~ ~ ULGH r 4 ~ ~ ~ , 2 LAYER PINE BARK M TREE PROTECTION ~ ~ ~ ~0 ~ ' ~AGKFILL MIX: FENCING, TYP, ~A ~ I ~ ~ ~ ~ r ~ 50% SANDY LOAM TOPSOIL gP~` ~ ~ ~ Y D 1 a 25%PEAT M055 ~ ~E 2 WAT ~0 ~ ~ ~ V r ~ a 25% WELL ROTTED PINE ~ ~ K ~ ~ ~ ~ ~ ~ ~ ~ ~ BARK MULCH ' ~ ~ . N~ ~ C ~ ~ ~P ~ ~ ~ v ~ 16"CEDA ti,, r ~ ~ ~ ~ c ' WATER O ~ ~ ~ \ ~f` r 1 r FINISH GRADE 1 ~ ~ ~ ~ J'~ ~ 131 i r ~ ~ ~ ~ i r ~ ~ ~ ~ . VARI)S C 1 \ \ \ \ ~ v I 1 4 z ~ ~ y ~ ~ ~ V 1 22 WATER AK ` ` , 1 ~ ~ ~ 1 i ~ ~ ~ i ` ~ ~ ~ ~ f ~ ` _ PHASE REQ. 1 1.1 1 ® 15 SETBACK.. 2 WATER OI;K ~ 1 ~ ~ ~ , ~ ♦ ~ 20" T R'OA OAK ~ ` ~ / ~ ~ FUTURE ~ , , r ~ 16" PIN THEE ~ e~ SAN T C Y O ♦ , , / ~ TREE ~ \ ~ ' r 3 ATE~kJAK4 ~ ♦ 1 r 298 / p Q ~ e r , \ / ~ o ♦ .P 551BLE r TURF r ~ - ♦ ~ 1 GARDEN HOSE SEGMENTS _ _ _ _ . r DRIVE r ♦ ~ 0 ~ ~ r , / 299 ! ~ B 6 3 STRAND GALVANIZED WIRE AK r ~ `x f 6 10' T 0 r ~ e / iX , I } ` " K~ 2 X 2 X 8' TREATED FINE STAKES r O WAFER OAK 300 k (3 PER TREE) r ~ ' ~ ~ r ~ 6" ~ / PLAY AREA 2"LAYER PINE BARK 1'O 3" TO 4"HIGH 501E WELL ♦ ' , ~ 301 8" r ~ O FINISH GRADE ~ ~ 8" ATER 0 IIII~~ ~ ~ a r r 302: PLANTING MIX: 50% SANDY LOAM , i i ROOT BALL 25%PEAT M055 , rt r i INSTALL TOP OF 25% WELL ROTTED PINE r ' \ ^ ~ ~ ~ A , OOT BALL LEVEL BARK MULCH , ' ' ~ \ ~ ~ ~ R ♦ 1 r o' ~ G N H r ~ ~ ~ ~ r~N WITH THE FI 19 0" ~ Ar(ER OAK ~ ~ ' GRADE T E5 ~ ~ " ~ y, ~~fi " ~ ~ ` 1 ~ STAKE RE ~ r ~ ~ r, s ~ P05$IBLE ~r. ~ M,~ y yy ~ / ~ ` ~ FUTURE S"ei" r t,~; .r dnr''~ ~ EXPANSIO ,,y 4 ~ y, ~~h 1 SG,~LE: 3/S"=1'-0" / , ~ ~ , ~1~f~a~~ `y ~ y ~f ~ REF. 1 /L 1.1 , ~ e;~ ~ ~ i i ~ ` ~ ~ M ~ 4- ~ 25' SETBACK ~ \ i ~ 305 ~ i 20"CITY OF BR \ u"-• ~"1= i 'f" ELECTRICAL ~ ~ ~ \ , , ~,F 306 2 cN~. ASEMENT VOL. 9 ~ , i T 1 P0551BLE ~ i . ~ Y.x ` ~ FUTURE _ \ ~ } 1 ~ PARKING ~ ` p ` ~V rrA w~ ~ ~ ~ o ~ ~ LANDSCAPE AN,4LY515 ~ " \ ~ J ~ ~ TOTAL SITE AREA (T5) = 332,362.8 5F (1.63 acres) POINTS REQUIRED: 332,362.8 5F (D5)/ 1,000 X 30 ~ 9,911 POINTS 10' IPE4~INE 5 MENT ~ ~ . ~ RG GO / PROVIDED: : ~ ~ 9, PG. 4 EXI5TING CANOPY TREES; 12 X 400) _ ' 4,800 ~ ~ ♦ EXI5TING GAN01'Y THE (8"); (5 X 300) ° 1,500 0 _ j NEW CANOPY TREES; 2 X 150)x/ 3,150 ~ NEW NON-CANOPY TR 5; (1 1X401 ✓ 440-~ - \ ~ \ TOTAL LANDSCAPE POINTS= 10,490 "O~ \ ~ 2 ST A _ ~ 1 ~ STREETS APE AN,4 PSIS ~ ~ \ v 3~! 5 . ~s . ~ ~ . (4 O" RE o ~ I. STATE HIGHWAY 6:31 .21/25 =13 TREES REQUIRED t~, ~ ~ STREf:TSCAPE POINTS REQUIRED: 315.21/50 X 300PT5= 1891.62 PTS. 3~~ \ ~ PROVIDED: 2) A,' K ~i CANOPY TREES; (13 X 150) 1,950 DN 1950 \ ~ ' ~ TOTAL STREETSGAPE P I T5 ~ S ~ II. WOODGREEK DRIVE: 814. 3/32= 26 TREES.REQUIRC~ 1 a ♦ 1 STREETSGAPE POINTS REQUIRED: 814.93/50 X 300= 4,889.58 PTS, - _ _ \ PROVIDED: ~ ` ~ ~ r ~ EXISTING CANOPY TREES; (5X400) 2,000 ~•~S EXISTING CANOPY TREES (W); (2X500) 600 G T. FI RNI5H AND IN5TALL A PRE55URE-TYPE VACUUM BREAKER IN5TALLED \ SHRUB SCREENING, NEW CANOPY TREE5; (19 X 150) 2,850 PER CITY OF COLLEGE 5TATION CODE. PROJECT NO. 0313 TOTAL STREETSCAPE POINTS 5,450 PTS. TYP. 5. PROVIDE 50D, GRA55, OR &ROUNDGOVER A5 5HONN AND AT ALL A A5 DATE MAY 3, 2004 \ REQUIRED' D15TURBED BY CON5TRUGTION PRIOR TO REQUE5TING GERTIFIGATE STREET5G,4PIN6 TOTAL LANDSCAPE AND STREET SCAPE POINTS REQUIRED = 16,-752 OCCUPANCY. TOTAL LANDSCAPE AND STREETSCAPE POINTS PROVIDED = 1"7,8 q 0 11 ~ ~-A \ SUFFER YARD ANALYSIS 1=zos~a , ✓q-D tia~~ti . I l 1. PROVIDED: 1 TREE EVER 25FEET AND EXISTING UNDISTURBED VEGETATION 10' 40' 5EE BUFFER YARD AREA FOR DETAILS \ L ~j! NO "I, a L I E. LA A I "'1 OF 01 5 zo REF: 1 /Al. 1 SCALE. 1 - 20 ~ h"~ XT - / C 818 PROPOSED DETENTION s.;; . . _ _ POND AREA EMERALD PKWY . " ♦ k { T 9~'~ - 0~ P~G i WOODGREEK DR ELEGTRIGAL BERVIGE FROM. CITY'S POLE- 0 ~ i ~e ~ ♦ ` © WORSHIP SEATIPlG BA515 OF PARKtNG ~ ~ - - - PHASE 1 WORSHIP SPACE SEATS 330 330X.33n 109 SPACES REQUIRED ~ 1 10 SPACES PRQYIDED \ ~ ~i_ TYPICAL PARKING SPACE= 18'-6" X 9'-0" ~'f ~ ~ \ FUTURE P ASE 2 SANCTUARY= 500 5EAT5 ~ ~ H f 500 X ,3 e 165-109 PHASE 1 = 56 - y~ ~ ~ 3 ~ ~ ~ ~ ~ s 165- t 09 PHASE 1 SPACES = 56 ADDITIONAL ~ ~ ~ .SPACES NEEDED ~ ~ ~ ~ ~ n 1 ~ \ i~ ~ / ~ ~4 ~ ~ ~ NQ TH b i ~ ~ \ ~ ~ 3 REF: ~•T•5" EAST BY-PA55 DEVELOPMENT GROUP i \ ~ ~ X10 ~ C i - YQL 428, PAGE 29 T G ~ ~ _ _ _ in \ , D.R.B,G. TX ~ ~ f ~ . ~ yQ ~ ~ ~ y (MORGAN REGTQR SURVEY ~ i i~ ~ i b ~ 4-46 .o n ~ ~ \s C~` ~ ~ ~ ~ ~ \ a 2 ~ \ \ ~ ~ ~ ~ ~ f ~ ~ ~ ~t ~ ~ ~ tie ~ \ ~ Y CAST STONE \ , ~ ~ ~ \ i ~ ACCENT (10" Q~) r ~ ~ \ \ GOPPERPLA'i E GOTHIC ~ ~ ~ ~ ~ 1 ~ y ~ ~ CAST STONE ♦ i ~ ~ v ~ ~ ~ LIGHT C ~ ~ ~ \ ~ ~ ~ ' ~ ~ COPING 12 ♦ ~ ~ \ 4 54LDIER COURSE ~ ~ ~ y ~ ~ \ ~s ~ • MASONRY ! ~ ` ~ ~ ~ ~ ''1 ~ i ~ ~ ~ f i \ 51LL ~ , ~ ~ . \ • PHASE i 15'SETBAGK ~ ~ r ~ ~ \ ~ ~ \ \ i ~ \ i \ \ FUTURE d ~ i► • SANCT Y ♦ . +»p ~ O n - ~ ~ / - ~ 298 18 0 200 S.F. MAX. AREA ~ ~ ~ <u r o \ IN ACCORDANCE WITH ~ i f ~ ~ G5-UDD T.4M ' S51BLE ~ , _ ~ ~ i 'h , ~ \o _ , ` TUBE , _ _ _ ~ - d ® 1 i \ ~ p,, DRIYE~ 299 ♦ ! ~ x'\ ~ _ / N f !~i REF: 1 1.1 ~ ~ U~ ~x A e ~ b i \ ~ i ~ X© " e ~ ~ ~ 300 +x I e ~ ~ ~ ~ ~ ~ J'~~~ i ~ p,F- / PLAY AREA y ~ ,q ~ ~ 301 ~b-. ♦ ~ , Q y~~' ~ ~ ~ ~ ns, ~ Q ~ ~ ~ i 302 ~~~-gyp ,g ~ , ~ ;w a \ r ~ \ !°k!~. tli.Fl f 1 ~ f a„ ] ~ \ ~ ~ \ ~ '4 '~S , ~qt r. - ti .i ,JAY j+~a~ - ~ q,. ~ i ~ ~ FUTURE ~ ~ ~ \ \ ` EXPAN51 4 ~ ~ r ,a v:*= ~ ~ / ~ \ 1 \ ~ tie 4.. 0" CITY OF B \ ~ 305 , . ' i 2 R \ \ ~ ELEGTRIGAL ~ \ ~ -s~, T VOL, 9 \ ~ ~ 5' WIDE 306 , ; ASEMEN ~ ~ i \ ~ ~ SIDEWALK .y . T T PO551BLE ~ \ \ FUTURE ~ t \ PARKING \ ,~~0 , ' ~ ~ \ ~^p ' ~ p ~y p y ~ 30 4 , c \ ~ ~ ~ ~ ~ \ ~ L ~,\y ~ \ \ O. ' t ~ ~ - _ - - ~ i .Q`R , ~ r.~ ~ ~ i O S ~ '~j.0 ~ \ 'L~~ 10 IPEI{NE 5 MENT V ~ ~ ~ ~ p`~~ ~ ti ~N5 ARCH GO ~ ~ - ~ t.7 ~ Vb . 559, PG. 4 \ ~ 1 `~s 'P ~ s 21 p f ~ ~ Gd / ~ \p~ *I d ~ \ \ p ♦ y \ \ ♦ 7 i ti~T , ~ \ i i ~ ~ 6` ESTIMATED UTILITY LOADS: PHp+SE 1 ESTIMATED UTILGTY L,QAD5;.('HASE 2 ~ y~.~ ~ ~ ~ \ ii ~ 3 ELEGTRIGAL LOAD: 250-300 KVA, 208 3P ELEGTRIGAL LOAD: 250-300 KYA, 208 3P ~ \ ~ ~ 2~ ~ ~ DOMESTIC WATER DEMAND {GPM) DOMESTIC WATER DEMAND (GPM): ~ . < M N: 0 MAX: 80 : < ~ ~ \ . MIN:O MAX: 80 AVG 1 I AVG 1 ~ ~,0 i FIRE WATER DEMAND (GPM1: FIRE WATER DEMAND (GPM): ♦ \ ~ 1T50 2250 ~ ~ r ~ ~ 5EWER DEMAND (GPD): 5EWER DEMAND (GPD): IEPGIaI -A t WC+AN 1: UUK SAVKJUKS LU I ttCICAN MUME.t MIN: 0 MAX: 500 AVG: <150 MIN. 0 MAX. 500 AVG: <200 0, Cornerstone Commercial \ Section 1 CONTACT: JOHN 5LA51ENZ,(919) 522-6825 ~ V01.705, Pg, 623 GA5 DEMAND (MBH): GA5 DEMAND (MBH): EXISTING 23 -ARCHITECT: THE ARKITEX 5TUDIO, INC. PROJECT NO. 0313 (a7 a) 260-2635 DATE MAY 3, 2004 MIN: 0 MAX: 800 AVG. <100 MIN: 0 MAX: 500 AVG: <200 \ WOODGREEK -CIVIL ENCINEER5: MCCLURE d 5ROWN ENGINEERING (9Tq) 693-3838 MONUMENT -51TE 15 ZONED G-1. G.S.L. of Texas, Inc. -LEGAL DE5CRIPTION: 1.52 ACRE TRACT "A", VOLUME 368'1, FG. 258 Re finder of 5,244 Acre Tract "B" THOMA5 CARUTHER5 5URVEY, A-9 0.1 1 ACRE5 TRACT "B THOMAS CARUTHER5 5URVEY A-9 AND Lot 2-B Vol. 201 1, pg. 19 9 R05£RT 5TEVEN50N 5URV EY A-54 -BUILDING AREA, NOT INCLUDING THE COVERED DROP OFF 15 16, 1,55 5F. of - - ..fi r , r` ' i ; 818 EMERALD PKY~Y _ ~ ELEGTRIGAL ' SERVICE , ~ f' ~9 12"WATER OAK ~,a , r ~ ~ry WDODGREEK DR ~ r _ 18' WATE OAK 1 „ 10"WATER ~ ~ ~ 1 ~ WATER OAk AK i < ~ ~ r r ~ r , S ~ ~ r 8 P05T G y OAK rr ~ ~ _r ~ i r , b Y 6 ` r, O r ~ ~ A r ~ t ~ C r ~ i 1 k ~ ~ ~ y ~ WAT x r ~ v ' i - (7 ` y ~ r ~ i J\ \ ;1 y .a n , ~ r r , y ~ ~ Z + ~ ~ `w r r ~ ri r f . t p' WATER OAK ~ ~ r , ~ ~ r~ t v ~ ~ ,1~ , 15' SETBACK r ~ ~ ~ \ r , , y / ~ ~ ~ ~ ~ ~ ~ . 22°'WATER AK ~ ~ C e r 1 r ~ f r 1 \ ~ ~ ~ t r r 1 . 2 WATEf~ORK ti r \ ~ ~ ~ r \ ~ , PIS \ ~ ~ " OAK \ 2d TrEFrOA r 2 . y r . 16" PINF~;'I'~EE U RE FUG" ~ f i , ~ r r d 3 ATE OA r r \ i rKr r ' i 2 q ~ r r+\ ~ ~ ~ ` ~ r '~f°' S51BGE ~ ~ i ~ r;~1 b V UTURE ~ ~ ~ ~ ~ o,. DRIVE , ~ 29a e 1 I b / } ~ ~ e - fis ~ 1 ~ ~ I ` ' k' . i {3) WAVER bAK 300 1 y ~ . . , . i.. (~u i ~ ~n ~ ~~J ' - i 301 ~ , y ~ ' ~ ~ i _ , ~ ~ ~ r. . n~ ~ ~ ~ ~1 a ~ ~ a 30 t t ~ ~ ~ ' ~ ~~1 ~ / ~ \ i ~ :A' ~ 1 ~ . r V i. ~ 10h WA``GER OAK 1 , ~ r , r . "3 , . , . _ V ' ' - - ' - / 1 r Pd551BLE ~ \ ~ - r FUTURE . _ t \ \ E~PAN510 4 - r \ \ , \25' SETBAGI~ \ r / 20 CITY OFBR ~ \ \ ' _ r ~ ' ti EL!»GTRIGAL \ ~ % r r r y r .:.306 pSEMENT VOL. 9 . ~ ~ P055f1$LE - FUTUR \ r i PARKING to , - „ , \ 1 - ' ' 1 ~ 308,. . i \ \ \ \ \ J s , : ~ \ ~ ~ \ , r' i b~ r ~ 1 i„ \ ~ r ~ r 'p ~ \ J ~ r d. ~ ~ , GENEf~ALNOTES: _ 10' IPE-NE S MENT r ~ ; -THIS PLAN (5 FdR PRELIMINARY'REYIEW ONLY. -TREES SHOWN ~+RE EXI5T'ING; NEW LANDSCAPING NOT SMOYVN S ~ \ - C - r AT THIS TIME. \ i S' PARKIN ETBAG ~ s , -51TE 15 ZONES G-1. RA T" " VDLUM _ 1 P 8., .~d r d~~P05T ILK s= U~ -LEGAL DE5GRIhTION: 1.52 ACRE T G A , E 36b G 5 S,~~r 1 * 0~ THOMAS GARU1'NERS SUF~YEY, A-9 y'p ~ \ N ~ d, t 1 ACRES 7f~AGT B , THOMAS, G~RUTHER9 SURVEY A-q AND Y~, ,P ~ ~ ` r t~ a ~ gr ROBERT STEVLN50N Stli~V EY A=Sk ~ \ -BUIL>~I1JG AREA, NOT INGIUDIN6 THE GOVEREb DROP dFF 15;16;.:112 5F; ~ y u d ~ 1 \ \ {4) 10 RE OAdR Q:~ + ~ \ - \ R OAK - • ~ ~ t ~ ,p ky ~ 0 r \ ♦ ~ mss.. EXISTING WOGIDGRE~K MONUMENT E- sktc~ Pdj1.~ der: pTint pages- D PRINT n~el~ (was Eva~~ De p t _ $w~ 1 e"4 s ,4 Aq~i'^~ MMM"'NNNIII s~.~ ~ n.~~ f\ ; it ' ! j,. oikn, aye ~ 5, ~T . l,, i , ~ yh %""j ~ is ..i i X CONDUIT FROM - ~ ~ :-r~`.,. `A~¢ CITY S POLE • , ~p R y~, MOUNTED XFMR ; F' ~ . . ; ~ . ~ , t ~ / ~ /r~ : ~ - j j - ! , j / j j j' ~ ! . ! ~:L ~..J . ~ i i ! r' i' 's. i . ~ i" i _ , i ; i j~ j' / ! J i - % j _ T V~~._.. i, ~ i° ~ / F' ~ ~ ~ . j:- s ; % \ - - i' I j ~ ~ ~ ~ ! i i / i' ~ << j.j i' j`' / ' _ j` i - ` ~ ~ ' ~ r i" ~ ' I I f i,. ~ ~ I i ~ ~ I • j.: / / j 1 ~ / ~ j i / i ' / 1 l'. / ~ . r . 3 -I- - ` L_ ~ F ~=~y ^ r ~~;E ~ i ~ \ ~ ! ~ ~ ~ ~ ) ~ i r i i i ~Ltr P..a . r j ! j.. r,. i. } j, j.. ! - j,.. tW . i,. r,. j> r,.. ` 1 j i r - ' ~ PARKING j,~ i, j..~ j LOT LIGH ! j" .y. i ~ i ~ , , < ' / / • ~ 1 M1 j ;1 ~ . . . . i , ~ i t / / i,, ':•,iF } / ` i` ~ ~ i , is j. M t / ` J- I,r', 'j. may. T m , yeL~' % ~ ~ i~t i . G ./1~ . 'fit % i' ~ ~ i' j~,, i i.. `1 \ , ' ~ TRUE m ~ PLAN N NORTH i, ~ j,~, . i, NORTH w N PLAN o SITE 5 1 ~f / . W N Rev Description Drawn Checked Appd Date ~ I ~ ~ by by by U I THIS DRAWING IS PROJECT NO. 0015 ~ , r'' RELEASED FOR THE DATE MARCJ11004 ,a PURPOSE OF REVIEW N ~ ONLY, UNDER THE AUTHORITY OF BRIAN ~ ` / W. BRUMMIT, P.E. No &nos VBUej Aom , Inc. N 1 O `i'! i 74740, ON 4/10/04. M Bart Rudder O-sob X00 P- I ~ ~%,i IT IS NOT TO BE USED Cdege %u0A 1 1d+ 1t ' / FOR CONSTRUCTION pip; 0-0-20 far 0-0-M ~ ~ ✓ ~ PURPOSES OF ~ % Q U . ~ ♦ ' - ♦ ~ , r i . i a 1$ EMEE`~ALD PKV~Y / ELEGTRIGAL , SERVICE ~ ~ _ , , ' ~ , ` / ~9 12":WATER A Wi~01?GREEK DR S / - , ^f ~ 6" WATE OAK ' ~ c i ' 7` i~, '1 ~ ' ~ / " 10 WATER ~ ~ ~ ~ ~Q 11/ NVATEROAK OAK i;~ ~ ti K ~ ~ ~ $"POST ~ t ~ ~ 0~' ~ OAK ~ ~ ~ ~ ~ ~ ` ~ ~ ~oj' X11 b © a ~ - ~ ~ ~k y t~ ~ ' ~ ~ ~ ~ 4~ ~ ~ ~ y y Y_` i< ` ` 1 ~$r ~ ~ ~ 1 a' waTER OAK ~ ~ ~ ~ ~ ~ ~ 15 5ETBAGk~ V ` ` ` ~ y ~ ~ ~ v ~ y . , / ' ~ 2" WATER AK .r ~ ~ ~ \ ` ` ~ ~ / ~ ` ~ ~ j ~ \ ~ , i ~ ~ { r ~ ~ 4 ~ ti ~ ~ i \ 2 WATER OAK \ \ \ ; , p ♦ ` ~ \ ' ~ ' 2d" T~FfrtJA OAK ~ , / ~ _ / n / / 16 PINF~;"I'f~eEE U r RL ~ a / 3 " ATE~Z OA ~ ~ ~ / Ki / 24'8 / ~ ~ ~ _ s / ~ ~ / ~ j ~ ~ ~ ~ 5518LE UTURE * ~ ~ ; ~C>. ~ ~ ~ ~ + o~ / DRIVE' / t s / Zs~ e 1 b / , ~ ~ l 10° OAK / ~ b , / / }eft r b C3) "WATER bAK r ~ ~ y ~ t ~ ~ ~ry ` . 300 ~ ~ ~ , / / ~ / ~;k z ~ / _ / _ 30.1 i / ~ Z ' , / _ 4 ti A ~ i / r I / / ~ w r . _ ; / ~ ~ ~ / ~ 30 / r \ ~ 1 T-~ / ~i \ , , y 4 , / ~ v ' ~ ~ ~''~s- ~ ~ ; i i _ , i ~ \ ~ F - , ~ ' a ~ ~ „E., / Oh WA'~ER OAK \ \ ~ ~ \ \ ` ~ / ~ \ V / \ r ' Y i \ Pt''J551BLE ~ ~ / ~ ' \ ` FUTURE- p, \ ~ tom- - _ \ \ h' ~ - . / ~ ~ ~ ~ G - ~ \ ~ G : \ ~ ' ~ i + X25' SETBACK \ \ ~ ~ , / 20 CITY OF BR \ ~ ~ ~ c ELECTRICAL i / \ \ \ ~ 305 G ~ a / A5EMENT VOL, 9 \ \ \ t ~ y ~ \ ~ 306 , , ~{x _ PO551~LE ~ ~ FuruR~ \ v _ , . ~ ~ \ P ARKING° ~ • \ \ ~ _ , \ ~ ~ ~ ; ,t , i \ \ \ ~ \ . °~oe ~ . ~ a, ~ \ i t 1 ~ ~ ~ „ 0 \ ~ n~ \ ~ - , ~ x~ , , \ \ \ A ~ ~~~(1 . "Q \ i . 30' R , f Ord, ~ \ C, ~ ~ ~ 6. {ZNE~AL NOTES: OG ~ ' ~ t 0', IPE INE 5 MENT ~ 'Y ti ~N5 AFB E" ~ a ~ - 0,~,~ -TH15 E~LaN 15 FOR PRELIMINARY EZEVIEW ONLY', ~ / ' ~ : ~R-., -TREES SHOWN ARE EXISTING; NEW LANDSGAPING;NOT SHOWN S ~ \ ~C ~ Al'THiS TIME, _ _ ~ ~ - r.~ \ 15'PARKIN ETBAG ~ i , ~ . -51TE15 ZONES C-1. ~ 1 ~ \ ~ ~ ~ ~ , 4'~ ~ ~ A LEGAL DESGRIFyTION. 1.'~2 AGRE'CRAGT A, VOLUME 3681, PG. ~5$ , ~ S~, \ \ 0 PO51` ~K Jt~~ `:THOMAS GARU'~HERS SUr~VEY, A-9' y'A \ 0.1 1 ACRES TI~AGT "B", THQMAS C~tRUTHERS SURVEY A-9 AND. ' - Y \ \ ,v , " ROB>SFZ7 STEVI~NSON SU~tV 8Y A-54 -BUILDING AREA, NOT INCLUDING THE GOVEREb. DROP uFF t5 i 6 1 '12 5F. ~ ~ \ ~ , ~b y~ \ ~ 1 \ (41 10 R OA#a ~ , it Ac ~ l \ i 2 . ~ a \ R OAK 6 ,,o k~ . EXIS'iING 1'R~.1EGT No. 0317 WOdDGREEK `MONUMENT ~p~ DA'f~ M{~f2GH_2004' \ lT PUMA No RAF SCALE; 1 Allol n0>ek~ (tvas Evaj DeskCop F61der;P! Tint pages: b PIS , INT loom 29 e,~ `e l~~Ilf e ~f~ ~4 i,. / ~ / t. l i~i~~ ~ ` t ,i, i.'F X" CONDUIT FROM 1 ` :-n . CITY S POLE MOUNTED F ~ ~ , X MR , ~ ~''l Zl ~ ~ i ~ yser.. p ~ ~ ~ , '~4,~~ / ;,tom E \ a~~ iy a~~~ ll Yi r' . i Y ~ , j . "'i' i ~ ' f~. 1 SJ , . ~ . ' ~ ( r i , .i / ~ ~ ~ / f . ~ i _ / 1 / t ~ ti. ~ y , , , rte, . ~ ~ ~ / / ~ % i i' ~ , ~ . ~ ~ i~ i ~i r: ~ ~ ~ ~ / ` • \ „1 ~ - ~ , ; ~ i 1 , ~ r ~ ~ . ~ ~ ~ ~ I f ~ i ~ / ~ ~ i ( r i i i t~ ~ ~ ~ ~ ~ ~ / / , ~ ~ / ~ I. ~ ~ i / / ~ ~ i / / i i i / / yt , / / / / r Y~-- - ~ 1 i r ~ I i ~ 1 ~ ! J i J 1 ' , G~: ~ PARKIN LOT LI( , ; . . . . . . . i - - - - ,r""~~ , i f , 1 ` i,-- e,'',.~, i,, 1 i ' i' ,f "r •1 , ~,.~r,`,r...., . i m ~ i ' ,J. `1 1 _ 1 i' t , , `M° ~ o ~ % '1 P~ ~ ~y i~~ , ~ ~ ~ ~ ' ~ I TRUE i' . PLAN ~ . ~ NORTE• N , , ` NORTH t m ~ r: SITE PLAN t r::- b ~ ~ SCALE. 1 - 30 0 . N V 11 v 00, a I Rev Description Drawn Chedrod Appd Dote by by by THIS DRAWING IS PROJECT NO. 0015 RELEASED FOR THE DAM MAfrW 2W4 W .S PURPOSE OF REVIEW ONLY, UNDER THE> Vl \ ii AUTHORITY OF BRIAN BmOS He i W. BRUMMIT, P.E. No°~ 74740, ON 4/10/04. M Bart Rudder Sri %%Sumte M EP~l IT IS NOT TO BE USED COIF SYadoA ll N U / ~ j. FOR CONSTRUCTION PAM. M-M ' far r"-" PURPOSES ww.bvdwm OF U f E s lA ii ai 9 s 3• r I - 1 i i u. r~ O ~ ii 7 7 C -K 1, r: ~ - Qatkw cnnoio '(e s 3, d n;ts. a a 8 a W~ yap ak ~e Roc ~ .tame oa Q k i 1 - ~ ~ INDEX OF SHEETS I D o a p OVERALL & 1 ~ p W R P UTION PR V NTION PLAN STORM ATE OLL E E GRADING PLAN 2 0 D o a ~ SEWER LINE & WATER .LINE PLAN & PROFILE 3 STRIPING & JOINT 1AYOUT 4 o d o PAVING & DRAINAGE DETAILS 5 i j o a o D SEWER & WATER LINE DETAILS 6 ~~i~ 0 D p i D 11~1/~~, ~✓h ter, r, /7 ~ ~~n ~ P U U U v VL47Zz-lE-7 WZ-Z= N.J U l/"Zi U UUz/LUg U L4~=l/UZ/-uQ:~/ l/ CU,,/ `-F' Z7 o o o 0 o D /C 07C P/ ffes=c gaff a ?=OOC t R~ t. . - ~?sl R¢4l19if tl60Hlr~lyg{,pp¢P~a¢traw:j~ - 07C 0/ sc R OAePI IUTAl IAl6iti~9fiQB0YCRN$0@91:3QD~~ ~ ~?[y y' ~J = rr l- ~ r(~'- / i 61600 S/Z//O 1 qF g~~~B f ~ ~'~P ex+aosoeasQ Q , East By-Pass Development Group 9 aC I r t Tetepnone r._ Remainder of 112.88 Acres ,r ' ~?~~p~A o9sq ~~C `x~* Protect Benchmark. Monument #130 ~ < , / sign - , T r : Vol. 428, Pg. 297 Alum: Cap set in concrete near ~j # x1f d 1 yry~5#9 6 F P~'~{1~~"I ~2 ~VI.~I.~I~R I V j l ~X ' ~ the- South corner of this project. ~ ~ j c g une ; ` i,„ / ~ b Ex. O.H. Electriccl Line - _ _ X~ 5505.09 I rrp ~ A.+ , Ye 5950.14 ~ ~ ~ ~ , t # ~ ~ 1~ flev= 303.57 (NGVD) I r ~ ; S'9" i k , . lY ~ 4111 E 791.,36 / w ~ , , . k _ -M9RGAt1f .RECTOR SURE?; A-46 ~ Ji~~ ~ o , ~ - _ _ ~ _ _ _ Le end ; e~~~ ~ ~ ~ ~ ~ I ~ X= 4947,64. T - T - - T - - T - - - . T - T - - ~ Y= 5388.49. E ~ _ _ t - - - - - ~ • Ex. wire Fence Feace~ ,ui - FFNCF~~ 9i7~~ fENCE~ SILT FENCE~~r SILL FENCE Cnnle, , ~ - d(1~ 9 W n h , yr, ; .l' °/1' rx, / _ THbMAS--CARUTHERS SURE?; A 9 e~ 96 _ I J / ~ Telephone Vauft - ,?g8 ~ ~ ry° ti J 1 r ~ ~1 i I ,I , I ~ a ~ , • - ' r 9 ~ , . 1 ~ ti - ~ / I, ~r / I ~~kr ~ y - ~ , r , r T / ~Yr ~1~ I ~ ~ • ~ Cr , I 1I ~a~r I 3E _ ~y r ~ L I i~ I of Smal ~ ~ ' ~ 1;` f ~ Limns ~ V. - r ~ ' ~ I J ~ a . . _ _...~...x • , , , ~ ~ 290 ~ C I , ~ ~ ~ _ a 1 0 ~ ~ h :z 4. ~ w ry t-~i 1 ~ Q t V ~ ~ J ~ t~ ~ ~m 0~ ! , f ' ~ x 5452.52 yr,tiC .Vf r I ~ Z ~ V ~ Ye 5649.90 QI,,,v ~ , . ~ i .l` Z Q ~ mL . , , P , ` ~ a: I, ~ 1 ~ N w ~ `~r ~ ~ / r^ 0, - _ ~ ~ ~ -18,5' Q ~ y ~ ~ r„ ~ ~ ~ / S - rl . j ~ Q1 a ` ~ 1 ~ , ~ r , ~ - ~ ~ ~ 9' ~ r ! ~ 0 ! . - P~ _ _ 3 ~ j n.. r ~ 03 ! I . ~ 1~, ~8J ~i0 (r,'~oted} - _ ' , r . W _ ~ fF+~ 3U?aJd ' . Oumpstat t . a°a ~ ~ Address ' / \ ~ 304 , 3' _ r 0 , ~ , , • ' 305 \ ' _ 9ti j f 1 ~ A ~ r+ r; x= i X® 5193,51 \ f ls• . _ - _ a os ~ .,a ~ . Yin ~ / _ Y 5239. , ` ~ ~ ~ i' ~ + , e I, ~ . . _ ` ! t fyq~, , '~`~Or S _ 304 - Ste"' ; ` elk rt ~1 r ~i~ , L~ 3 ~ He 7 Q ~ ~ ~r r ~ c o r r~ ~ r ~ _ ~ t U~ `t Aar rV o~ 305--- D n uy o ~ ! i ign. ~ :.1 ~f,~~ ~t. X= 5223.St . a 1~9' I Y= 5167.30 {TYA},'. I k '~0 - ~ I ~ w ~ ~C~. ~ ~ I w t r ~ PmpoS d ~ _ ~ K 558 3F r " Y= 5838:2! r ~ b Cor7crete ~ ~ 5 I -r .yo. - ~`idewalk'~ .P1 , c ~ , C ~ Project - , • > M ~t v 308 pro ' 8, 3 Benchmark • El: 303.57 (N.G.V,D.) ~ ` ,P N ~ x'93626" ~ 9C"8C dog ~ ~ I r s W ~ ~ , "•w , , x= 56t 6.15 j R 96a N 3 'R Y= 5502.99 l~ II =166.5.6' • ~ ~ L , >w ~ ~ , i ~ - f ' t~ 49 ~ y~ , , ~ i C ~ . - ~ ; i - _ fps.. ~ ~ ; : Jr , ~ 1. - - 4r ,y~ Yc v - v~ e ~ i .L of Texas.. inc.' ` c ` ~ k ~ f , C.S .B. i ~ f -,p 24` ~w Remainder of 8.244 Acre Tract ~ " c ` ~ • ` 5 „ ! 8.:8.0 ~ Lot 2-B ~ ~ . ~ .'1 xm 5614.59 i; P . 199 ~Od ° Yo 5415.94. k OS. hOI. 2D 11, g Q/``o ` JO ~ b si ` T a Sn ~ work _ - d=16'n0'DO" CommerCiOi a s' a Cornerstone ri ~ rr, n° , Section 1 "e R~765.AO Vol. 705, Pg. 823 ~ ~ rt L=21,6,3 I r Lot 2-,4 ~ e s~ ` ~ 1-107,51 I 1 i ~ r ~//age Hofel Partners, L. P. ~ . 3 ' J Vol. 3479, Pg. 31 ~ ` ~ I r . e Sii 1 r a. a sit . ` F.H. STORMWATER POLI.UT10N PREVENTION PLAN e s e 1 Nat;r_e of activities r lines sewer lines, drainage sn -site arkin areas, Ovate i s s/t ■ » ~ This project involves the construction of an P 9 Lat 1 r `e sit - facilities and buildings. Michael E Mildred Mcclure r _ ~7 Seo~~ance of molar activities boundaries 3278' Pg, 77 Woodcroek Subdivision L Install silt fencing on downslope ill 1" Section 4 Lo! `2. Install waterline and backf amino o ran ro s _ access to achieve plan grades for roads, ditches and Ilation of silt fence on downslope boundaries of the sfte to occur prior to Vol. 1315, Pg. 217 B/ocr 3. Conduct all earthwork operations n ry 1. Insta hannels. construction actively commencing. . outfall c & fibermulch all disturbed areas 2. H bale check structures to be installed where drainage !wales .and ditches are 4. Pave road surfaces f rass remove all temporary erosion control (silt-fence/hay-bales), .constructed. 5. After establishment o g , - eel all areas not having permanent grass coverage as defined 3. Instcllotion of rock .rip-rap in detention outfall area. re se 4. Installation of siltation control devices at parking area ou a s. ore than 21 da s All waste materials. are to become property of the contractor and ore to be 5. Disturbed .areas where construction activity temporarily ceases form Y , Wa ±e materials. the contractor shall gather - ate; At the end of each work,ng day, are to be stabilized with fibermulch no later than 14 days from the last construction removed and disposed of offs and store in an acceptable manner which 11 t -all rubbish and construction debna activity in that area. hall be ,and co ec bean blown or otherwise redistributed across the site or .adjacent lands 6. During construction, sediment. collecting at check structures and atlt once s prevents materials from g removed as it reaches t/2 the height of the structure. GENERAL CONSTRUCTION NOTES: - , or water courses. 1. It shall be the responsibility of the Contractor to verify the exact location of all ce existin underground utilities. Furtherrrtore, the.. Contractor. shall contact oil utility • All to soiC and excavated materials are to be .stockpiled. Sift fence is is erosion control and storm water pollution prevention plan has been prepared in accordan g re resentatlves a minimum of 48 -hours `in advance of any excavation. T~moorarv s-.___._tabilrzation. P Th - ill side of the stockpiled material. All stockpiled areas and other Rent Ci of Celle a Station: drainage policy, EPA requtrements for-storm water discharges company P Confect Di Tess ~ 1-800-344-8377 ` to be installed at the downh • tam ororil cease for at (east 21 with cu ty g a. g ties where construction acttvt p Y . USACE 33 CFR & .,Section 444 of the ' 1 din ddc associated with construction activity. under. General .Permit, ~ All construction in ublic ri tits-of-way and easements shall be in accordance with disturbed areas inc u 9 14 da s from the lost construction activity in that area. than Pollutant Discha a .Elimination. System (TPDES) General Permit No. P da Clean Water Acts &-Texas rot the .current City of College Station Construction Standards and Specifications. .will be fibermulched no later Y Yg 000 as `administered by the Texas Commission, on Environmental Quality (TCEQ). 3, In lieu of using the construction materials indicated Ih these plans, the Contractor Ail disturbed areas shall be fibermulched for permanent erosion control TXR150 II sin written a roust from the .Engineer far any substitution. P~P,,~.anent stabilization she obt pp from the last construction activity. Prior to :final fibermulch application, 14 d s ~ ~ 4. Trench Safet Re uirements shall. be. in accordance wjth O.S.H,A Standard 29 CFR no lgter-than aY 'I in all: disturbed'areos including borrow: ditches and tightly cted b contractor atleast once a .week and after any storm Y p, Far enerot re uirements, see Sheet $ fore"details.. contractor is to replace top soi Alt control measures to be mspe y Part 1926 Subpart g q s after re lacement of top soil to be as called for on plans. records and re arts according to` TCEQ general pemlit requirements. All TRENCHING ANO BACKFILL(NG: The backfilling of all 'trenches,. within structural .areas shall compact. Final grade P event. Maintain P 5 b asures shall be maintained in good working order with repair being irntiated within 24 hours be accom lashed with cement stabilized sand placed to within 6° of street subgrade. The back- ce( Fibermulch ll w/Tackifier or approved. equal -application rote me To be Ex art. Accumulated sediment shall be removed from check structures and silt fence when fillin of all trenches outside of structural areas shall be placed so as to achieve 85 percent Fibermulch: of rep seed and fertilizer to be incorporated into slurry. the. hei ht `of the structure: Silt fence and hay bales to be inspected for g All backflllin !half be between .optimum and 4 percenf (4%) above of 2500 lbs./acre gross a rass min. 85% pure live seed Q it has reached 1/2 g Modified Proctor Density g , seed mix: Summer-hulled common bermud g ro er installation and #hat no ,piping or undermining is occurring. Temporary seeding to be o timum moisture content. Testing .shall be provided by a certified laboratory of the contractors f Grass P P cre. d for bare s ots, washouts, and: coverage re-seed as necessary.. Permanent P ense to veil these standards. Any. retesting. due.to substandard work shall be at the ex- 90 lbs. Per a exp fy Vu _ ails rass min.. 85% pure live seed ®90 lbs. per acre + inspects P be ins acted r uarontee. r. Structural areas shall include all sidewalks and paved areas, For Winter unhulled common berm g fibermulch seeding to p Pe 9 pense of the Contracto annual rye grass, min. 85% pure live seed ®175 lbs.-Per acre, streets, alleys and parking arose, the limits of the structural areas shall extend 5' beyond Fertilizer: 3-1-2 ratio fertilizer w/sulfur & trace elements ~ 350 lbs. per acre. water-discharoes: none expected the edge of asphalt. 6. It is the res onsibili of the contractor to comply with all State and Federal Regulations t control waterin ,replanting, moving, P L~ S re ardin construction activities near energized- overhead power lines. • hall consist of weeding,- fertilizing, insec 9 I Mginten°nce. Hera rode! and repair of any erosion .damages for all areas where seeding 1,•ihe contractor shall not allow sediment to leave the work area or enter any adjoining 7 g -Where a contradiction between plans and specifications 'occur, the plena shall be ruled as r maintaining of existing g , om feted. Maintenance shall be conducted during the ,planting period channels. Additional measures to those shown on .this plan and .described in these notes may rior. and mulching work is c P sups r the work is completed, inspected and" approved by the engineer and owner. be re aired to prevent sediment from lernring the work area. The contractor shall be fte 8. The Contractor will be supplied with horizontal control data .and benchmark information. Details thru 90 days a q res onsible for clean-up and. restoration to original condition, including establishment or transfers of elevations, line and grades to structures and other features of the work shall be done o sable for watering, maintenance and establishmeot of grass fora _p • n of an lands ar channels affected should construction sediment be found outside Guarantee: Contractor is rasp n __f____, _._,.z,;., .,,,.,z•~, Gn4metnr t~ re vegetabo y the Contractor. period of 90 days after final fibermuich application Tor permannm WIVOIVII of limits of construction worK ONTO ADJACENT PUBUC STREETS. \ IUILQ ac au wun compacted backfill. ill h and coverage for a period of 6 montht.. Growth and to have establishment of grass as outlined `below. Contractor is roes for below. period of 90 days to guarantee all planted material. growl area w g with uniform coverage of gross greater 2. All disturbed areas. are lishrss as coverage shall be defined as 95%' of the planted are responsible for watering, maintenance and estab ent of g of 6 mos: EXCAVATION AND EMBANKMENT: with no bare ' spots greater r areas than 2 not square meeting feet. specified The co cove coverage ge as shall provide Contractor to guarantee all planted material growth and coverage for a period than 1 in height w . Prior to any excavation or embankment activity, the top six Inch oil shall be SHEET NO. o second application of GRADING PLAN NOTES: . or as directed Fj \\r by the -seed ing h b determined Growth and coverage shall be defined as 95% of the, planted area with uniform coverage of 1 the En En and inset. stockpiled for reuse on the completed surface as shown on the plans or as directed immediately upon es (6") of topsoil shall be engineer. noYre-seeding shag be performed within 60 days of initial glplication or than 1' in height with no bare spots greater than 2 square feet. Second removed tification b Y the engineer to replant. grass Ich is required for. bare spots not meeting coverage requirement:, within 60 Y g each layer of- embankment shalt be composed of material graded so that tt application of f~bermu »ana nn ONA+ }6c da s of - t design storm . n . In all other areas, eac Storm water m for the anogement• storm water initial o lication. 2 2. and her area of the surface layer embankment be secured by the Ordinary Compaction Method. . may sections Storm water will drain overland to drainage swales and streams The y pp control throu hout duration of the project such that alt ditch density uniformity 1' each embankment la er to the extent direct : •s = discharge' rates calculated using tha e Rob ' n facili is the 100 ear event.- Stour water 3.Contractor is to -maintain erosion insure sediment is not transported Ordinary Compaction consists of rolling and spun mg y Rational facility Method. match, grades once vegetation is 9 Y , established, downstream from on is by the engineer. Each layer shall not exceed eight inches (8") of loose depth and shall be 'prolect via hay ' . bales or > silt fence . installation. excessive erosion observed in the field, additional erosion controls .shall be instal led. ` compacted with roiling equipment approved by the engineer. Compaction ..shall continue until there shall be disposed of as per IocJ or state All hazardous waste materials she b p in' lieu of s Hazardous specifications. ons. 4. Sii encin is to be installed per, :detail. regulations and in accordance with manufacturers specifications. slit fencing, contractor may use hay bale is no evidence of further compaction, Prior to and in conjunction with the rolling operation, t g each layer shall be brought to the moisture. content directed by, the engineer and shall be leveled - instal engineslation or continuous extruded fabric berm filing wr#h her sediment, control vii of t e with suitable equipment to insure uniform compaction of the entire layer. Should the subgrode, OffsIte vehicle r., Sediment to be - debris or mud s tracking: Contractor is to no construction " insure tracked or discarded onto any p cleaned 'from sat fencing or other sediment, devices when s abili of :finish,itahall be re-compacted and - after each depth of sediment reaches N1/2 total height of device. Contractor is to insure erosion forany reason or cause, losehe requiredt ty ; { s ny public or aprivate l ienstall streets construction or sonde and is J shown on th cleanup e plans. control devices are consistently installed and properly maintained. refinished at the contractor`s.: expense. entrances responsible asfor days work. The contractor shall rock - 00~ @s 4~ ~OfIC. ~ ~ e k ~ flume ~ <aa~ r ,r " ` ~w f p mark; Monument #130 Project Bench t in concrete near HYDROMULCH I~ Alum... Cap se I ~ \ ! a~ k v a" .the. South corner of this project. SEEDING o f i~ t jii i § ~Sg' III " °~~~,7~ _,rr -r .F. of ~a Elev= 303.57. (NGVD) 4 TOPSOIL 90 S ~,r+n• Rip-Rap ~ o m rd 0 ~ ~ 500 S.F. 1 1~`~, r` "x' (SALVAGED) j c v~ v ~ of Rip Rap y a ~ Scale: 1" 30' 5 WIOE ~ ~ g,_0., 64 S.F. of o 0 0 0 36'-6 Y ~s~ L~ TOP OF BERM Rip Rap ~ ,jam - EL. _ 296.00 \ _ Rip Rap 11'-1" - „ r S~ Ex, Ground 0 6 \ \\\\\\i?. i a a• ROUND Grade ® 5`=0" 10'-0" ~ - ~ e scoaF NATURAL G 4-2.43 '_0„ \~r`~ / 4 CONC .SLOP C - t3 ~\~j\/\/\ „ , k~ FLUME a~.~ , ~Y a 1 0 /~\/i / CORE 4 -1 T /T /i J - i DEPTH .i . r ~ rj; J ■ 10'-0 I,.., ~ 18 RCP ~ : Propert !f a Parking.Lot Lin+ N.T,S. ;I ~ I . ii f 1 N.T.S.) t Scale• 1 ° - 10, Hydromulch"all Scaler 1 = 10 F » ®10' s~. Scale; 1 1 disturbed: surfaces X49 Pol ute Strip ~ c'o Ex. Ground yJ o ae monuf. by Synthetic lnduahlea 4~, i I or opproved eguol. ~ / ~'1 I . $ IN TALL PER MANUFACTURER'S RECOMMENDATIONS - \ \ I H C OSS-SECTION.- ~i,~~~//// ON THE COMPLETED DTC R u 6 -b 2, COVER GEDTEXI1LE TO A DEPTH OF 1/2 WITH I SOIL OF ,GOOD TILTH. - :,T~ 3. APPLY CELLULOSE FIBER FIBERMULCH SEEDING ~ _ I Jam` i F „ CATION 0 eatextile _ ~y /CAL INSTAL I ed To soil below G I I P I l~ 4 Sava p 9 ice,-s, . N.T.S. H LINING , c ) DITC , ~ NTS ~y'..~,"~ . , E _ _ ~ 11 ~ - _ ~ _ N ~ rw.--- ~i,t,.~, - i i ' 96 • 2 i • i r~ . ice. r,, • _ ~ ~!..r ; _`r!~,r,- : ~ 10 L.F. of 9'-D' I ~ tJ tl t r,i Wide Channel +20 ~ Sta. 4 _ - - CE - ~ ~ ~ Sta. 4+12 - _ f , t.,, w i , ~ 5+00 N 58 8'48" 1* f ( . ~ " : ~ ~ „ ~ ~ r.~.r i ~ ~ ~ , 1 ~ . - - + • _ ` - I ' I 4 9g Future Dnve R=1D•oo' r • 2 ~ ' I _ / D=41'13'08" ..1 - - - - - - - i ~ I % L=7.19. - _ I ~ , Ta3.76' I / C=7.04' ; , ' , ~ r ~N n, CB=N 38'12'14" E ~ . i ......__1 _ - ; . ~ - is Lutheran ' Our Savlou ' _ " Church Subdivision 9g , ~ ~ 2 „ d. i ' ~ - Lot-9;~lock 1 ~ _ °z;-, 1 - !,I ; o i o ' 2tl' Vide City of 8 an + I ~ _ • . ' _ - ~ j 'I Elei;tdral Easemen \ 1 ; i ~ i . Vol, 98, Pg. 77 ~q 'i _ to - - i • ~ l a ~r ~ o0 i ~ / . + ' I Future Parking . - N - / ~ i „ i. . . a ~ C • - m. _ _ _ ~ r- s. a,., v ; i , _ l i.... l N , 1 ; 10' Wide Ensem Corp. N'~ - I i ~ Pipeline Easeme f ~ ' : / ~ i LtJ ! ' I Vol. 559, Pg. 41 x 1 ~ , ~ C~ l ~ i , ' ~ i ~Sta, 1+67 / rN - „ i I ? ~ ~ ~ • , . , . 1, 01 0 ~I 1 ~ ~ R=10.00' L _ sta. 1+so Future Ex ansion 1=: ~ ~f~urch ~aci~1#y-- ~ . D-39'45'05" p _ , EF ` 307.40 . L-6.94' ~ en~ ~ T=3.62' I m~ i 1 C=6.80,1 N s i o- ~ 306.96 •X a ~ CB=N 02'16'531 w o ` ' ~ ~ ~ ~ ' ~ t ; , ~ r' ~ ro - - i ~~Oqe i~ ?n ~ t r ~u:, rs' I 'S ~ ~06.~8' < / ~ .~p~ ` 5 . 1,, 06 66~,• •1- , - ,r, `~,-r Sta.; 0+79~ 0~` ~ ~;ta,J ~ ~ 306'.68 - D=43'0 '37" ~ A. " i i ,i i ~ ,r, i T- .96' Sta. 0+71 5- I . _ , 'S i CB=N 43'44'1 W ~ ~ ~ l 305,21 ~ ~ k' 305 0 ~ - ' 1 a 304.13 ~ ~ I 1 , 2>. ss _ 7; - i t 1 . , i ~sy / 1 Sidewalk ~ - ' ~ I y , a, I . - ~~~r~ 'a. < ; I ~ d r~~ ~ ( / - it '~i j.~ gyp. } r_ . f • ~ i F i .CCY t.. 305:02 h ~ ' - 0+32 ~ ~ ~ , - ~ 1 ,i , i ~ y ~ Fin ~ , . ~ ~ ! ~ , ; . + ~ ~ ) 1. 304•i~8 . ' ~""'r ~ ~ 1:; ~ 1 i 1 1 ~ 5ta ~ 1 + ~ , ' 6 a: k•~ l~~n:•1 r L. ~ -.•a. r ( i - - ~ % 'd. 3~g3,7~ ' I~ 'I i ~i i~ c Y j ~ ~ ~ i i ..I. I`. ~ ,~~s,.1 ~ - ' r; R-10.00 1 - ~ ; ~ , - ~ „ e--- ~ ;7 ~l.,F, df -0~ ' ~ D=52'35 36 r - L=918 0 7% oay. Type' 3'Curb E'r - , 1 ~ ~ T=4.94' I 4CURB ~ ' , ,05.00 ~'~+wr 1 ~ ~i0~'0- 1 ' C=8.86' 305.81 'i 3D6,38 'L Legend ' " s=s ss'23'ro" w . . ~ ~ ; . . a, ~ 304.8D ~ } ` r w ~ S 62'05'22" ' ' , , --gas - ntour 1' Interval. y 1'-10.44"' ~ ~ ~ ' ~ . r ` ~ ~ , ~ + Ex. Ground Co ~ ) ~ ~ . ; ~ t i - e s ~ - Sewer Lin ee Det I f ~ ~ ~ a + - / Existing v S ~ ~ { ' 30T f a ; • q • - ~ w - xistin Water Lne w arze ~ t ' ,r r i ~ 2 /t. E g / , ~ This Page ~ r a i i ;i ~ / , ~ ~ i 1~ 307.25 r ' f 305 83 ' , ~ r ~ I _ . r • ~ . ~ ' ifi ' , ~ l r , ~ n..e.6en.i Cnn~r~enl I m~ ~ I ~ ~ k _ . I1. . l_ - .,z_ s_,.:~_x..~__,: - c Existing Gas Line JUD.~O _ - 306J9 T - Existing Telephone Line - - 30 X wre Fence 3F ! MOO" I Waterline & Fire Hydrant ~o aG P. t Prop. + r 1 i. 1" 1, w•~r~••~I'r'•'~"'r•~ •L s~rr'" • _ _ •ri►rwirr,, _ n~T~r•M.w~•~~•• ~A~.. WA Line Cieanout Prop. Sewer sY. r ish Grade Contour . E WONNOWN" Proposed Fin g y y..,. . L Inlet Protection 309.62 ma 310.40 0000 m 10* Curb - a _ .x'36tas- of EKle aoo.oo Proposed To of Curb Elevation hSid ldewolk Remo noval 300.00 Finished Grade Elevation X i r•ax' Woodcreek Drive a•r6~as' ~ Q Existing Trees Ambulatory Ramp WaS55W15 "W 41 _ 5 i ~ K~~~ ~OF~ Pro'ect Benchmark: Monument X130 ~u ~ 1 Alum. Cap `set in concrete near - the' South corner of this project. ~ I ; ~ a~ 4 ~ ~f$j Elev= 303.57 NGVD} ~ , ~.~1 ,r'' 'a. ~ ,ds~ ~ . r II , ~ t ~'~li~ I i~'` r p(r~t'~ 11~~X - F ' ~~Tr ~ , , ~ + G °a h _~~~~~.y.,~ I ~ Ili i I I ';7;4!'4 ~ :;a; ■I j 1 I + k J ~ ~ i t „J ' ~ ~ , - a~ ~ I~. ~G Scale: t = 30 Horiz.} ~ ~ , `u _ 1 ~ \ ~ : ` t - 3 Vert.} I '`:a r I L r I [ , } : ! } ~ :N t I n~tall Clean-, ut _ J,. ~ ~~y 550 70 r; . , : + ~ i~ ~ ~~~~I + Y 15437 207+DO t i ~ _ Sta. 107+87.69 i i=ce- ~ ~ Install Clean out ~ Sta. 206+84.01. , ts' P.u,e ~ ~ 7 e' w/C (w-2) ' x= 5s3osa t Be in B" W L Const. ' ry5 ~i. ~ Y=.5504.60 Install 2 Blow-off _ f. _ r Sta. 108+39.54. .Water Lme z , { X= 5442.23 I~..~ 107+00~ ,I t X.r.~,r,.._ Install Clean-0Ut Ya 5649.67 108+0p x= 5680.75 - Z -~Ifd59`44'09'f Ya 5517.90 } \ ; + f ~ a So8'1~~ Sta. 109+19.54 1, i ~ r • Install Clean-out + ~ f. " ~ Xe 5766.08 l: ~ ] f I t. + ' a".W/LQM-1) X09+p0 Ya 5538.42 ~ . N 5ta, ~t0~6+$3.38 Sta. X07+07,8 t „H .y .l ~inafall Clean out ~ ~ lnsta l ,Ceara-ou_ ~ ~ . ~ - 'X~ 551x.79 "xa 5581;59 ' ~ T'~ . 1 :Y= 5438,77. ~ )Y= 5484;20 10 Q,V ~z~r.h i 1 i 1 i ~ ''7 I , r . > I + i; i i, ~ ~ ~ 1 . I ,I ~ t e r• $ 4 ~ I l i >r ~ r.. } ,r,. . - 1, rl~L . - - r , i , i t.,:_" C x.:94 gig - I _ a~~ . t - f „/m _ - nr ' - , _ . A' s _ 30" RCP ~,.r~'"' ~ _ _ D , 4 u R~ D~ _ 1~ _ l Ex, MH M r:; _ , J ; ~ sta. 110+00.00 h ~ ti ' O Connect to Ex. 8" S/L v + ~ V Replace all Landscapingg _ Y ' ` ~ immediate) followin In Klnd _ . D - service connection construction. _ ~,f„„~,". ~ . . - ' 1 _ : _ , ~ x= 581a,7a _ ~ ~ ,!i I Ym 5481,29 ~ W 3` . i _ , - , ~ ' y C _ ~ _ ~ ~ o. . _ _ ~ W _ - - -.---i'- - - - - - _ ~ tr'' I,,_ , . , - ~ --fi" 1 , ~ I . I ,I I 1 ~l Q , li N it +i 50' ROW 1',' I' 1 ~,u. 1 } r.! yl' BC ~ t.~ ~ } '+11 J7 8 P VC CL 20D AWWA ' See Sheet 6 For Embeds V_P~e PC P SDR 26' ASTM D-2241 ~ J See .Sheet 6 For Embedment Re ui~ements 9 • ~ 118 LF of Structural Area Backflll r 1 I j i I i + ,312 _ I I ,309 ~ ~ - . _ ~ ~ ~ o + i OJ Y Q m ` ~ Proposed Bulldmg ' i u FF= 307. 0D ' N 0 . , o 3os \ ~ ~ ~ ~ ~ ~ ~ i I i i - I ~ ~ \ _ ! i J r Ex. Ground ~ ; ; j ~ . ' I_. I - _ _ . _ 1 l \ r 1 , ^ + . ` j I I i~ 1 i _ ~ ; I I j i , .300 ~ I ~ 30' RCP l j I i ~ i f: 12' W/L - i I y 297 ' 359,64 LF,41~8" ._.w r___.~ . . _ _ VC I I j r- , L w. I Ex. 8" 5/L i I ~ i r i ~ i 294 + _ _ _ _ _ _ ..w _ . _ _ _ _ . _ _ _ _ . _ . _ . _ . _ _ . . _ _ --r _ _ _ _ _ i ~ j 75 LF of Mech. Bore (dry bore method) + j o i o j N + I I + I o , -k: ' ~ _ ~ ~ 29 1 I i IV) p O 0) 0) Oo p Z' i OD U') u) O N t0 Op O d .0 N dr OD OD 00 P~ (0 N L6 M E O) Of O) N N N N J N 0y N N N CQ 0) ^ O O O V) N a v SHEET NO. II II ` if 11 I If II II II o II 3~ II m II II ~ 00 d 0 288 L=i or (=i Lui a 288 'o~> n a O o. F, M 0 t0 0 rp 0 rD i. j N i a; 0 O O 0 e C C 0 C C I M `C OD` C p0 0 C ~m 00 O O 001 0 Oo 0 co 0 O ip 01 N N 0, f W- Q N .r M Q O O °x t ro t m 00 + v In t v O l + 0 N O i in + ca co L) ~ci ~o3N M~ 10 tDC 00 hL n t8 r;l o-m 6 al M tp 1p 00 N 110 O! It + 04 01 O w co N C14; N N -"i ~C N- N N - N ° N1 = N N - N C 04 G- N' N 1 NI - 0 0 v o 0 n III;i II ~m II m- ~ n pf~ II $o°1c II ~i L=i Lt 285 in 1. Lri L L=jl L=i (n 115r000) V) G U c Lc~ 285 5 n nn ~n~~nn ~nelnn o ~n1 nn _ 107400 C V) 108400 109+00 110400 207400. nc ,'~'~.n_ Pro'ect Benchmark: Monument #130 J Alum..Cap-set-in concrete near - the South 'comer of this project. .Flay- 303.57 NGVD SMOOTH DOWEL BAR, See detail ( ) •T MATERIAL SEAL W/ EXPANSION JOIN ~ for diameter, length .and spacing SONOBORN SL-1 OR APPRO~U1:0 EQUAL) 3/a"xi8" a t2" O.C. Par curbs' & concrete. pvmt.) 1 ' (TrP) ( eclflcation " i/2°xt8" ®12" O.C. for flumes & inlets) install per Manufacturor ~P 3/4 SIGN INSTALLATIOjV NOTES:. 1" BACKER ROD I half a osted on 8'-6", 2-3 B" outside 2" 1. AI signs s b p ~ Signs made of 3/32" Alum. ` diameter Goivonized Steel.. Pipe Signposts that weigh 2" with coked Enamel. itefleative = two 2 ouhds er linear foot. These si nposts shall, Finish and Screen-Printed CENTER IN SLAB O p P 9 t' hnages for Durabflity, Colors be laced a minimum of 2.5 to 3.0 feet into-the ground Are As Noiea, See Detail r~ P 2' ~'.PtR'ST,'~POU1d ty in a du or drilled one-foot diameter hole. The sign- '•$E~i4ND~, POUR g Colors: I d `vertical) lumb in the center of t" _ post shall be p aCe y p Legend E Border Green " 3" LONG- METAL OR PLASTIC the hole and secured with a minimum of two (2) sacks to Background -white CEREMAR FLEXIBLE FOAM 6 of sackcrete. The concrete mix shall be hand tamped. i white symbol an slue EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER r=. as necessa s" background (OR APPROVED EQUAL) TO BE 1 16 GREATER THAN ryll be installed so #hat the bottom of each ign DIAMETE OF DOWEL BAR 2. The signs she ...r shall be at least four (4) feet above the ground at the base of the si npost or above on adjacent: travelway. All traffic NOTE: 1. CAP MUST 8E LONG ENOUGH TO COVER 2" OF THE.,DOWEL WITH ONE 9shail be installed '24 inches from the ravelway. WITH A SUITABLE STOP TO HOLD THE END OF signposts " 4, CLOSED END AND " Handicapped Parking Signs .shall be installed 12 .from the THE CAP AT LEAST 1 FROM: THE END OF THE -DOWEL BAR. Travelway or sidewalk. 2. EXPANSION JOINT WDTH SHOWN IS THE MINIMUM. SHOULD THE 3. The hardware. used 'to attach the signs to the signposts shall - SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER 4NDTH, THE be .the same' as that-currently used by the City of College GREATER WIDTH SHALL BE PROVIDED AT JHE EXPENSE OF THE CONTRACTOR. $tatl0n. a m STRIPING TES, P N N X 1. Contractor shrill be responsible for -the "layout" of the - (60' MAX. SPACING UNLESS striping plan in the field and stripe os shown on this. oTF+ERwisE iNOlcatEO IN PLANS) ' sheet. All markings shall be white. 2. Ail paint, glass beads and application rates shall conform to TxDOT Item 6611, Reflectorized Pavement Markings, Type II t~:.o• SEAL W EXPANSION JOINT. MATERIAL / Marking Materials.' " (SONOBORN SL-1 OR APPROVED EQUAL) Limit Lines shall be solid white lines 6 2~"e calvanhea 3. All Parking Space steel s. n Poat install per Manufacture's Specifica4lons g -1/8" to 3/16' Wide. 2 Lba. Per Ft. Min. Depth = T/4 4. All marking/striping shall conform to current specifications (Plumb) of .the Texas Manual on Uniform Traffic Control Devices .and the TEXAS ACCESSIBILIII' STANDARDS (TAS) of the Architectural ' I 9102 Texas Civil Statutes from the Barnes Act [Artie e ~ Flnish Sidwaik Grade T; See Pvmt. Geiail Texas Department of Licensing and Regulation. LONGITUpINAL REINFORCEMENT o~ - ~ - See Detail ~ ( ) ~ ~ \ ,/i ~ / / i% T ' acin Unless Otherwise Indicated (15 Max. Sp g ) Sealant not re uired on Sidewalk Contraction Joints) R7-8 PER M.U.T.C.D. ( q t ) T ;7 ta, - ! ~ i ~ i t. ' i i i j~ i I 8• g, ~ 8' a' i (Van Accesslbie) , ` f I ( 1 , l PA K1N ` PA TR/P/N Al NTS . ~ r t _ ,w .NOTE: ~ , , Ali Parking Space _Limit Unes should be { r n ~ a 6 wide Solid White .lines. ' l I Fr , 7, a I~' % ~ ~ ~f .rk' f °~'I ~f ,~~ti ~ ~ ~ - .L ~ ` I l * y l~~ / '.r - r i f f 4 r k , 1 Y~J ~ r~. ~ :y; , i I j~ I 1 \ ~ . ' ~A ~ ~ . i ~ ~y; ',a 13 ~ a' ~ ,Y, N ~ ~ ~ i . i ~ ,I ~ i\ ~ % ~ i ~ ~ a i+, i ~ ~ ~ I I ~ _ ~ ~ V ,sr I a~ ,VAN ACCESSIBLE r ~ ~ ~ ; ~ ~ n r' • ! C 4 T Sidewalk ~ ~ ~ ~ ! ~ , ~ ~ ~ ,r' ; r ' . 1 ~ I I l ! ~ N ' , ~ ll ~ ~ ,i, ' ~ l C j~ ~ r~' I' ~''`,h a l _ ~ ~ l " ~ ~ i ( ~ lr 1~ ~ I / l ~ ~ ~i. f ~ ~ L ii. i ~ ! al, lf( - ~ I ~ ~ l - ~ i• i' ~ ,'"cw 1 ~ °Ic. p''}~~. ~ ~ !'a it rr l I i ii., A i l ~ s i~n ~ ~ /'I i 1 ~ i I ~5,~°.`% 1! ~ ~ _ I l l i ~ e., i . ~,.a' I ' I i' / 1 I ~ , % li . ~ ' ,i r ~ . , , i r~ ,i f i. i i' II : ;r rl i~ ri i 1' . , I , _ ~ ~ !i , f .i ; I ~ ~ ~ ~ - : FiRE~INlE~ FlRE UHE~~ nRE tINE ~ fikE UNE ~flAE'GAE f ~ I~: l I ' ii ;'j ' ' ~ r . 3MII 3tlU x.3"19 ~ . ~i 3N✓1 3lAA ~ 3NYIl3ll1! 31M dyU ~ f I ! ~ t~ ~ ~4~. i ~ ii ' i .I. ' ~ ~ 1. 'I I j nd ; , I Legs ~ ~ ~ ~ ' i l , i I ~ j i, i ~ ,i ! ~ ; l i ~ nsion Joint ~ i ~ i j, . ' a ~ ~ ~ P . , ~ , Contraction Joint ' ' ~ i t i _ _ RNE w+E..- Fire Lane ~ M Ambulatory Ramp ~.~/n, •u• amoom w + SHEET NO. to OPINION, W~ do NOR MID ED 40 mo womming 40 ED mo ED ED ED OWEDED, go go MMMMONDE, go go goopm, ED 00 ODDOEM ED so om=MMD 01 ED qggmmW •low~ A. - -2°x6" Galy. Nipple - 2" Galy. Ca " P 2 Bross EII - ~ "x6" Goly, Ni le ~ ' 2 PP: ; ! 2 Brass Gate Valve I i Insulation { Ground Level I i . • 4' PVC EXTENSION W//SOLVENT wELO doiNr caP TYp. sEE NOTE a) 2" Sch. 40 Gdly. Pipe Cop ®End of Water Llne ( Will be a Une Size Cap NOTES: W 2" Threaded Outlet N,A,S.P.i,' i. WHERE .DOUBLE WYE SERVICE " ~ , ELEVATION IS LESS THAN 2'-7" (sE°EFNOT tea) ; BELOW PROPOSED BACK OF Y 2" Brass EII CURB, MiN. SlA6 ELEV. MUST ~ ~ WATER MAiN BE SET TO ALLOW SANITARY I SEWER SERVICE. PROPERTY H Z LINE 2. MARK EACH SERVICE END W T ~ METAL "T" POST PAINTED GREEN. 'a ~ Concrete Blocking 2"x6" Brass Nipple 3, ALL MATERIAL SHALL BE SDR 21, I I o (See Thrust Block Detail) ASTM D2241. PVC Double wye I 4. GLUEO FITTINGS WILL ONLY BE ALLOWED witn Pvc cap \ ~ AT THE DOUBLE WYE CONNECTION. for Double Service only » L~ GLUED FITTINGS TO BE PVC-DWV, (See Note 3) 5. A CLEAN-OUT IS REQUIRED AND WILL - BE INSTALLED BY THE PLUMBER AT see Note 5 ~ EACH SERVICE. P~J4N , THE ROW FOR 3 I ' _ o v I _ a~ Es ~ c, r 1 3.5' (SEE NOTE 1.) N n-Structural Pvc (sEE NOTE a) Structural 0 (MIN. tR SLOPE) Areas. Areas Finished Grade { T-Y SERNCE fITnNG . e Pavement Ft (SEWER TEE) Section for Depth ~~!1,° n---~ 8" s. t; All l{ Bedding Moteriat to Extend 6' Below , ~i Bottom of the ':Pipe 6 PI a O.D. cJ 8" Min./12" Max. ~f -~t~ z~ _ to" Trench and embedment to be subsidiary to unit price of / \ ~ S n. C.I. i / Standard o 2000 PSI Concrete. \ ~ Sewer Cleanout Boot ' ~ ` ' ~ and Cover or equal s° .CLASS OF MATERIAL 1~ IDENTIFIER pER ASTM D2321-89 COMPACTION REQUIF Stopper t' I pout ~ Structuroi Non- C ea Stock 95~ Max, per 85X % ~ N A or IV B ASTM D1557 ~ ASTM 0 tv 4~ wet of 0 to ' ` ~ NOTE::MINIMUM SIZE CLEANOUT TO BE 6 0 t. Moisture 0 t. ' ~ 95~ Mox. per B5% ` ASTM D1557 ®ASTM 1 ® II or III 0 to 4X :wet of 0 to 6•x6" Wyo~\/~~\ 0 t `Moisture : 0 t. % 98X Max. per ; 909: i If not on undisturbed earth, C ASTM 0698 ® ASTM ~ ~ n rete cushion must be 0 ii or III co c laced around sewer line. 0 to 4~ wef of O to P 0 t. Moisture 0 t. 95X Max. per 859: M1 ~ ASTM D1557'® ASTM ® IA or IB 0 to 4~ wet of 0 to 0 t. Moisture 0 t i 2000 P.S.I. Concrete ' /i./~i,///~~/// ' Testing One test per Requirements 200' of tren~ 2~ of fill I N L J - NTS ASTM D2321-89 ri ASSES OF EMBEDMENT E BACKFILL MATERIAL S Class IA: Angular, Crushed Rock, no fines _ - p10~ Class IB: Angular, Crushed Rock and sand, well grog to minimize migration of adjacent soils. Little or nc .r Ciase II; Coarse Grained Soils, Clean. Native soils 1 trench generally do hot meet `this requirement. The may -use native materials from the .trench only after sails laborato test demonstrating compliance. ry Class lil: Coarse Grained .Soils with Flnea. Native a the trench generally do not meet this requirement. may use .native materials from the trench only after soils laboratory test demonstrating compliance. J Bank run sand .generally meets this requirement CjQ~_,jy,~, .Select Material from the Trench consists fine-Grained Soils (inorganic), Inorganic alvys of to medium plasticity, gravely clays, sandy clays, silty cb lean clays. This material must have a liquid limit < a Plastioity' Index >7 and > "A' Gne. See specific (ASTM``D2321-89) for details. I Class IV 3; Select Material from the Trench consist r r r r yr r~ r w . _ ~ w ~ ( ( , ` ` e Trench consisting of V 1 Fine-Grained Soils (inorganic). Inorganic clays of m U nSw nin.r~ of rned:~.~. 1. ` high plasticity, fat clays, inorganic silts, fine sandy c soils, elastic silts. Class V. Organic Soils. Material from the Trench r i does not meet the requirements above. All rocks, I and clods must, be removed from this material prior placement in the trench. This material is only oppr for topsoil in the non=structural trench. i t i Y ■ - ~ ~ ~,u i Telephone fast B1'-Pass; Oeve%pment Croup ~j i ~ Project Benchmark. Monument #130 ! %Sign - Remainder of .112.88 Acres Alum. Cap set m concrete near ~ - ~ ~ l - t/oh 428, Pg. 297 ! the South corner. of this project. ! ~ k , 6 v= 303.57 NGVD . ~ Gas Une E e ( ) Sii)rc X " \ - ----MOR~AN_RECTOR SURVEY, A-46 N 44 4711 E - .791.,36 - w / x - Ex. 'O.H. Eiactrical Line - X= 5505.09 / Lege/~d Y® 5950.14 p , • X- 4947.60 T T- -T-~ -T T-- T Y= 5388.49 ` • ~ -P--- . 1 E - - T-- - - - - - . IM/C I ! ~ ' i E~ Wire Fence .~r-suT®~ ~ , 'TH6MAS.CA~UTNERS'SUR~EY, A-9 1_'___~._-----6-- ~9y' TeigphoneVault ----?9@-----.----._--------.- ---.,---•,tig ,~0 ry9 a ryt r - 15' P.U.E. ~ ! i~ 1 ~ 1 g ~ , - A._.__ !ti - I; ~ . r ` k ` ~ 0 ~ t r Beg 1 ygr ~ r of Small L1m1ts ~ 3 _ /r r r ! ~ x 'r' w ~ '"tee : ' ; ! ,~g8 ate, _ c ~ , v m _ - tom= ~ ~ ~l Z w l ~ I h l a,l Q Q / , ~ ~ Q , w "1 ~ ~l Sat ' , a ~ m . ~ ~ 15. ~i a 3 ! el ~ ~ ; ~ s 16" Cedar t ~ ° R ~ 1 al t?. ~ ~ ,goo' ~ ~ ~ ~ X= 5452.52 fi} p D a; w. ` ~ ~ ~ W ~ : ~ ~ " X® 5649.90. i - ~ 0? , ~ ~ r ~;4 z r z o ~ m ! , , ~C i of ~ t ! , I 1 ~ ,I~ l m . 3r~ ~,i , W Q ! ~ ~ i Q 6.5.1 p l ~ ~ ' J 1$ w I Z o e - I ~ h ~ nti w' : ~ ~ 10 0 2 - Q~ ' i ! P.U.E. 9 ~ V . . ! r sad din f l _ _ 303 P opo 8u d g 4 1 ' 16,185 SF Heated) ! . w.~ l _1_...- _ - f ~ l ~ i ~ ! _ lF- 347.04. l Dempsl G ~ , ! a.. Address f Poo. u ;l 1 ~ • . - - i ! _ _ _ 5_ % ~ ! 1 ~ N r-3o l,, 5 p'.psv ti ! X= 5193.51 - - ..l - . _ _ Y= 5239.09 d ~s, ,Q, 1 i ~ ~ 0 . ,l ! ~ , f , li P r' " t ~ ~ . .w r f ~ _ Caner. ~ . _ v • . ~ l l ~ • k , ~ ~ ; ~ - ate Stile ~ ' ` J , _ 304.. / walk w a a \ ~ ~ ~l 3 l . H0 • ~ i9.5 r ~ i ~~i c ~j - ° ,w; V 4+ o..a \ _ 305 _ _ ~ r u 1 V' X= 5223.81 _ 23, 1 , t t _ ~ ~ , ,Q- 4i ~ Y- 5187;30 ( ! ! W GYP). _ : r it _ _ d I ~ 4 0 . ~ ~ ; . , z w ~ . wit - ~ w. , ; ~ Proposed' , , _ _ 1s:5, , n ; X 558' - ~ P Co CletB - I l~ ! r ~ 1 ~ ~ . Y= 553! f- r,l Pro act - . ` . `s~relydlk $ ~r~~ ~ ` ~ a 3C I ~ eu - v~• 'benchmark.. a~ ~ . a: w r ` 3oa :asap. ~--s , . EL= 303.52 (N,G.V.O.) ~ Si r; , \ H i w .~p0 24' 5 ' ~ ! 1 ~ ~ X9"5626 , ~ . sc_yc , ~ ~ l • R=960.x' ~ ~ ~ ~ ~ N m 30 R , X= 5616.1 1=166.36 ~ a ` m l Y= 55o2s W T 8,~ 49 - ~ ~ ~ 1 ~ ~ • ( , I rr - ~ , ~ ~~-s• " ~ ~ , ~rYp) ! ACA \ V ~ 1. ` .7?^l • 'V e ' ~ ( \ t j,~ , 1 4 1 C C S L of Texas, Inc. ' ~ ` c . ~ c. sdejpork M ! . 8.244 Acre Tract °B" ~ Remainder of ~ m off' za Lot 2-B ~ , _ c M a e o dol. 2011, P . 199 ~O ~ \ ~ x= 5sta.5s ,r 9 ~dC C ~ ! Y= 5415:94. ~k ~S 4 Si C ~ . r merClal 1 ~ . \ ~ ~ -16'l70~01!" Cornerstone Com 8 sit ~ , r a' 3 $eCtion 1 ` ~ , \ ale\e Va R=76.~~~ `0 P . 623 e s .art i ~o% 705, 9 ~ rc ~ - ~Q r- [ot Z-A L=213.6,3' J ~ 1 urllo a Note/ Partners, L,P. ~ ~e ~ ~ 7-107.51 I ~ ` ~ h 3479 P . 31 ~ ' ~ " 3 1 0 9 sn 1 ~g ~ ~ ~ 1 , S/i ~ EROSION CONTROL PLAN - r . ~8 , ~ . sn - ~ . , e sn . F.H. Nature of activities - reas water lines sewer lines drains a ' "e s asn..._ Thls ro act involves'the .construction of on site parking a 9 P J r -°S~- -e facilities :and buildings. Lot 1 r _ sn $~aoence of maioj A ivities - Michael (Mildred Mcc/ure I 1. Install silt fencing an downsiope boundaries Vol. 3278, Pg: 77 ubdivision 2 install waterline nail backfill Woadcreek S Timi of con s measures 3. Conduct all earthwork operations necessary to achieve:plan grades for roods, ditches 'and ce do downs{o a boundaries of the site to-occur rior to Section 4 L 1. Installotlon of s11t fen p P Vol. 1315, Pg. ?17 Bk outfaii channels.' construction activity commencing.: 4. Pave rood-surfaces & fibermulch all :disturbed areas - - 2: Hay 'bale check structures to be installed where- drainage swales ,and ditches are v 5. After establishment° of grass, :remove .all. temporary erosion control (silt fenceJhay bales); constructed. ' re-seed: all dress not having permanent grass coverage as defined 3. ►nstallation of rack rip-rap in detention; outfall area. 4. installation of siltation aontrol devices at ,parking area outfalls• e materials: All waste materials :are to become property of the contractor and are to be S; Distdrbed areas where constrvction ;activity temporarily ceases for more than 21 days removed and disposed of off-site. At the end of -each working day, the contractor shall gather are to :be stabilized with-fibermuich no ..later than 14 days ,from the lasf construction and collect oli rubbish' :and construction debns and store in an acceptable manner which activ in" that area vials from bein blown or otherwise ,redistributed across the site or adjacent lands prevents mate g 6. -Darin construction, sediment .collecting at check strictures antl silt fence shall be GENERAL CONSTRUCTION NOTES: or water courses. 9 he structure. 1: It shall be the responsibility of the Contractor- to verify the exact location of all removed as 1t reaches 1 J2 the Mer9ht of existingunderground utilities. furthermore, the Contractor shall confect all utility i ~ company representatives aminimum°of 48 hours in advance of any excavation. 1fi tlon comallance with federal. state . an oca rasa a ions SL.. _ T : All tap soil and excavated` materials are 'to be stockpiled. 5i1t fence is I rm w ter oil ion revention ion, has been prepared in accordance d. GontocE Dig Tess ®1-800-344 8377 ' h'li side of she stock lied matenai. -All stockpiled areas and other Th1s erosion contra and sto o P ut_ _ p P to `be installed of the down 1 P nstruction in ublia ri hts-of=wa and easements shall be in • with current C1 of Coll . e Stafion drainage policy, .EPA re9uirements far storm water discharges 2, All water sand sewer, co p g Y r areas includin ditches where constroctlon actlvlfies temporarily. cease for at feast 21 #Y ~ , dlstu bed g. ~ tail w1tt1 construction activ' under GeCterdF Permit, IISACE 33 GFR, & Section-404 of the accordance _wdh the ;BJCS Unlfled 1)eslgn Guidelines, Specifications, .and .Details. ' h o safer than 14 da s'fmm the: last construction activity in that area, assoaa nY dd will be fibermulc ed n Y. 3. in lieu of using: the construction?materials indicated in these plans, the Contractor Ys Cloan Water Act, Texas .Pailutanf Discharge Elimination System (TPD~S) General Permit No. - shall obtain-written approval from the:: Engineer #or any substitution. I 150000 as administered b the Texas . Commission on Environmental: Qual'dy (TCEQ). ~rmanent stab111zation: All disturbed avails shall be fibermulched for permanent eroswn:contro TXR Y _ 4. Trench Safety Requirements sfiall,be'in accordance with O.S,H.A, Standard 29 CFR . y Port 1926 Subpart P:, For general requirements, see- 5fieet 6 .for-details. no later than-l4 da from. the last cdnstructiort:activit ,1' Prior to final fibermuich application, Ye JJ • h ' rbed<areas includin borrow ditches and li htly Fro ' °and sediment control msaecfion „Ind maintenance arse lees: contractor is to replace top sort m al distu g g -w k nil after an storm 5• TRENCHING AND' BACKFILIJNG: The backfilling of all #renches• within structural areas shall I All<control measures to be inspected by contractor at least once a ee a y compact... Final grddes after replacement of top oil to be as called for -dn pans. ' T E eneral ermif re uirements. All be accomplished w1tt1' cement stabilized sand pieced to' within 6" of street subgrade, The back- event. 'Maintain records and reports accardmg to C Q g B • • , 4 - fillip of all trenches outside of structumi areas ssholl be placed so as_ to achieve 85 percent b n _ measures 'shall be .maintcined ,im goad working order. with repon• being lnitiated° within 24 hours 9 1 : To be Excel Fibermulch ll wJTack~er or approved equal appiicabon rate N • 'e Proctor 0ensit . All backfillin shall be ,between o timum ,and 4 errant 4q) above Fibermu ch of report. Accumulated'sedlment hall be'removed from check structures and silt fence when odifi d y _ g P P -~S of 2500 Ibs. acre ; mss seed and fertilizer to be incorporated into slurry, J 9 cture, Silt fence and ha bales to.be inspected, for optimum moisture cdntent. Testing .shall be provided by o certified laboratory at the contractors - I o roan :bermuda rass, m1n. $5~ ure live .seed ~ it has ,reacfied, 1 JZ the height of the stN Y ex ease to verif these standards. Ari 'rete9tin due to substandard work shall be at the ex- Gross. seed mix:.: Summer hul ed c m g P proper, installatran and ,that na piping or undermining is occurring. Temporary seeding 'to be P Y Y 90 Ibs, Per-acre,- _ _ pease of the Contractor. Structural areas shall include. all sidewalks and paved areas, For ails 'roes min. '85~ ure live seed ~ 90 ibs, per acre + inspected for bare,spots,_washduts, and coverage reseed as .necessary: Permanent i r' s .the limits of'the structural areas shall extend 5` be and water-unhulled common berm g p streets oile s and ark n a ea , • i Per acre. fibermulch seeding to be .inspected per,,guamntee,:: ~ Y P 9 Y the edge of asphalt. . annual rye grass, mm, 85~,pure live seed ~ 175. bs, Fertilizer. 3-t-2 ratio fertilizer wJsuffur, & trace elements ®350 Ibs. per acre.. - 6. ff is the responsibility of the contractor to comply with all State and Federal Regulations Non-~±orm water discharges: none expected regarding construction activities near energized overhead power lines, • Shall consist of weeding, : f~rt(lizing; !,insect control, watering, -replanting; moving, 7. Where a contradiction between pidns and specifications occur, the plans shall be ruled as M°intenance• - 'ntainin af.'existin miles and re air of any'eroslon :damages #or all areas where seeding Gnnern~ Erosion .Control Notes , mai g 9 9 P • i.The contractor shall not allowsedimentto leave the: work area or enter any adjoining superior. I n eno ation. Detail and mulching work is completed. Maintenance shall be conducted dunng the p anti g p • L. e s res to hose sfiown on this plan and described in these notes may 8. The Contractor will be supplied with horizontal control dots and benchmark inform - he en ineer and .owner. channels.. Additions m a u da s after P - Ij transfers of .elevations, line and grades to structures and other features of the work shall be dons the.:work3s cam leted ms acted and approved by t g thru 90 y P be required to prevent sediment from teavmg the work.orea, The contractor she be ss fora responsible for clean-up and restoration to original candibon, Including establishment or the Contractor. grantee; :Contractor 1s responsible for watering, maintenance and establishmeTt o gra .e-„e„efn{;nn ~f ~„~:•a~~~t~ nr r•hnnnPia affected should construction sediment be-found outside l TV V~ period of 90 `days after find) fibermulch application or permanent erosion contmi. 14 of limits of construction work: GRADING PLAN NOTES: v rW 1u rnCYClrI wir~inu~nviv C~-7 Q TRAFFIC FROM TRACKING MUD Existing Soilf 8" of Filter fabric to extend `fora period of 6 months. Growth and EMBANKMENT: to guarantee all planted material growth and coverage _ EXCAVATION D EM ea with' uniform covera a a, rass' reater 2• All disturbed areas are to have establishment of gross as outlined below. Contractor is AN / Y soil shall be into trench and anchored with ONTO ADJACENT PUBLIC STREETS, / coverage i be defined as e of the planted ar n 9 9 establishment of gross for a period of 90 days. 1. Prior to any, excavation or embankment activity, the top six inches (6') of topsoil shall be n than in height with s no bare `spots greater than 2 square feet. The cotractorshall _ rmi led Contractor responsible to for waten~ guarantee all planted maintenancematerial 'growth owth and covers9a for a period of 6 mos. removed and stockpiled for reuse on the completed surface as shown on the plans or as directed a second ser.' iony re-seedin fibermulch to. bare areas not meeting specified cotialc as i or as directed compacted backfill. nplication dete or rmined Growth `,and coverage shall be'defined as 95% 'of 'the planted area 'With uniform coveragd of by the Engineer. 1190-9P Nnn 'up „ b the engine r P i 2. In all other areas, each la er of embankment shall be composed of material graded so that { Y Y 9 shall be performed within fi0 days of initial c roes rester than i in height with no bare spots greater Y - t application of fbermulch is required forbore. spots,:not meeting than 2 coverage square feet. requirement within 60 density and uniformity of the surface layer may be secured by the Ordinary Compaction Method. c Storm wate Ordinary Compaction consists of rolling and sprinkling each embankment layer to the extent direc nt: Storm water will drain overland to drainage swales aid streams The days of initial application. r manaaeme " - d et fociilty is the 100 Year event. Stain water 3. Contractor is to maintain erosion control throughout duration of the project such that all ditch by the engineer. Each layer shall not exceed eight inches (8') of loose depth and shall be design storm for the storm water et discharge rates calculated using re sediment is not transportod compacted with rolling equipment approved by the engineer. Compaction shall continue until there , the Rational Method; sections match grades once vegetation is established. Insure re erosion' is is no evidence of further compaction. Prior to and in conjunction with the rolling operation, downst am from -project via hay bales or silt fence installation.: -If excessive Hazardous Id, additionai' erosion controls shall be' installed, each layer shall be brought to the moisture content directed by the engineer and shall be leveled gulatiulatio n n s and waste. in accordance with manufacturers specifications. 4 .Silt fencing is. to be installed t. InGeu of silt fencing, 'contractor may use hay bale with suitable equipment to insure uniform compaction of the entire layer. Should the subgrode, 1 reg • AIL hazardous waste materials ` shall be disposed of as per local or . state observed in the fie • Iefd'with 3/4° gravel:: uRon approvalof the for any reason or cause; lose; the required stability of finish, it shall be re-compacted and , :installation or continuous extrud Fsred fabdetoriic berm fi Offsitg vehicle tracking: Contractor is to insure ;no construction debris or mud is tracked or engineer. Sediment to be cleaned from silt fencrn 9 or other sediment control devices when refinished at the contractor's expense. discarded onto any Public. or, private streets or fonds and, is responsible for cleanup ;after each depth of sediment reaches N1/2 total height of device Contractor is to insure erosion days work. The contractor shall install rock construction entrances. as shown on the plant. control devices are consistently installed and properly maintained. 'HYDROMULCH SEEDING- ~ _ Project Benchmark." Monument X130 ,x ~ 4" TOPSOIL Alum. Cap set in concrete near the South corner of this ro'ect., (SALVAGED) Hydromulch all ~ F 1 WI \ , ;disturbed surfaces r +,~f 4' Conc. ' Flume Elev= 303.57 (NGVD) 5 DE o9 90 S.F, of t TOP OF BERM \ \ \ PolyJute Strip ~ ~a m mono}. by Synthetk Induatr(es G7 gip- °p 0 500 S.F. EL. = 296.00 \ ` " o' i or opproved eQual. ~ See Detail ~ ma , of Rip Rap ~ m o See Detail Sheet C5 a 4' p Xri '''r ® 63 S.F, of d o Sheet. C5 ~ 1. IN P MAN ' ,,o STALL ER UFACTURERS-RECOMMENDATIONS ~ - 4CONC. OpQ ' s.? stpA NATURAL GROUND ON. THE:.COMPLETED DITCH<GROSS-SECTION.... ~ - 8'- ' Ri Ro ` ~ y ` >f 8 -0" ~ See Det p c~ ~ 36'-6" ~ Scole: t" = 3Q' ~ FLUME 4:~ st. .CLAY e b I 80 S.F. of RE 2. COVER GEOTEXTILE TO A DEPTH OF 1/2 WITH , Rip Rap Sheet C5 ~ r SOIL DF' GOOD TILTIi.; • See Detail 3, APPLY CELLULOSE FIBER FlBERMULCH "SEEDING Sheet C5 t' o~>tt Grime ~ 5'-0° to SLOPE _ - 2.43% 13'-0" 4" Salvaged Topsoil below Geotextile N:T.S~ NT5 o g'_ J 10'-0" C 13'-0"2.8800: 0 r1 Parking Lot / ~ Pro 0 4'-0" / P sed Bluldmg 4;r ~ i e Ex. Ground ~ ) i 1" a 1 ~ Scale: 1" i~f- 1~_~" ~ k~ _ - Scae: 0 ~ ~ ~ - ~ Po 'ute Stri Second Floor 6 -b ~'1 P - - - - - - - See detail this page. 5' S' Min, ~ Min. - (N.T.S r First :Floor Exlsttng Ground (N.T.5.) ~ Compacted SelecE.Fill Soils ~ 1t.r,_ Buiidin Pad , ~ r y 3p'!% ( 9 ) ~ ~ s s ® ~ T . ~ , ~ N r, - . , - ~ ~ Depth Varies to Provide Uniform Thickness ~ , / t Uniform Building Pad Thickness See Soils Report & + ~ ,r t - , _ General Foundation r r f . Considerations for detdils r !1'' r 1 . r/ (N.T.S. - r r ' r° ~ ::r= - I I 1-' I` I I t N 1710 1. F, of 9'-0" - F✓ ~ i `o.~ I Wide Channel W M` .rte i Stu, 4+12 I f _ I ~ _ I ` x ~ I ~ i , 5+00 N 58'48'48" E x~ X .a X, - E ' . ' W. - d 212;74'.. I . ' Sys'` E ~ ~ I _ ' i . ' t I I; ~ y r - . W ~ ~ ~ g$.- Future Drive - " R- o' , - 2 - -10,0 ,i r d I ~ ~ D=41'13'08" L= 19'. I--~-- - - . ~ ri I - - . _ ; ~ ___~=3.76' to w/ , . , - - , . - C=7.04' W s• - - C6=N 38'12'14" E - I i . I , ~ I ~ ' = ~ " -Our Saviour :Lutheran _ I ; - I 1 g-,.- Church Subdivision i W ~ I i ~ r ' ~I ' I , ~ ~Cot~--Black 1 1 , , Q~ ~ ,I ~I ) , . x I 1 I ~ i It 1 i \ ~1~ ~ \_r• } i i I L. ~1 ~ - I, r~ - I ~ i ~ _ I ~ . o~ , boo , , G,~ J .1 ~ z _..I 4 a I ~ ~ I 1 cn Future. Parking r N i I ei I . I I cg W 1 I ~ m;; i, it I I ~ 1 ~ I 1 _ 1 I I I O IjJ ~ ;r . 1 p ~ 1 ' ( x ❑ I ~ ~ I ~ 1 - i~ 1 I ~ B 4 ~ tv ~ i ~ 1 fa, 1+67 1 , 1 , Jt 1 . of i 1 ` ~ I ~ :i i e I t ~ 1 1 ' I I ~0 ~ ~ 1 w' _ i ' ' i ~ R-10.00' i ; I - j i ~ D=39'45'05" Sta! 1+60 1 Future Ex ansion cos; 1 L=6.94' 1 1 P Church ~acrbiy ~ a I t T=3.62' / I I _ r"~.. I = m ~ 1 I ~ i FF -:307.00 ~ { , ' c s.6o' I ~ N i ~ ~ C6=N 02'16'53" :-.s` _ Z . / ~ ~ ~ m I i I I d I I I I I I ~ ~ , ' lI ~ N:~ i i f ~ . , I I ~ ~ I , t m` ~ ~ I - - - - - ' ~ , (V ~ , N ~ - cess Sppils 1 B e ~ ( Areal o 1 .503 O fi. i. i 0 3 1 i i ro I 1 t:_. 6. ~ i = P ' rx' ~ fi.52 - - i i I D 43'0~'3T, ~ ';to.D+791 , p ~ ' ~ I L=7.53 - I ,,:'S / a .66 e T=~ 96, ; _ 1 - , I ~ ~ +7 • Std 0 1 ~ O ~ ~r a.~ ~ - , y I. ~ I C= 36 1 ~ ~ , ' CB=N 43'44.1f} W 1 r.. _ ~ I 9 ~ . 1 ~ ~ i , r ~ r? ~ 305.21 ~ ~OEO~.." - 304:13- e - 1 ~ s ~ 0 0 _ a - s ( - _ i ~ ~ ' ~ T,Sidewalk • ~ , a _ i I ~1 0+32 ~ Q' I e / 3 2. e I -1 k Sta. ; ; 04 6 1 ~ R=10.00 0+22 , 3.7 , - , D • - 1 " ' D=52'35'36 , - ~ W - : ~ ~l T=4. 4' 4;G~l1R8 0,~~. Type~~Curb r•r""'r~~ o, ( - '1 L end " , ' I _ c=s 6' duTL o ~©4.s5 ~ j r ~ Ct8-S 88"23'10" W ~ ~ _ 305.91 0 _ X305.00 306.28. t.~ i W ~ ~ • . 304.80 _.-2es-__ Ex. Ground: Contour tdenrol r , ,;r--5 62'05'2x" W , " : . - s sn - .Existing Sewer Une w/ size I 1'-10.44" t w ~ 1~ I ( 1 See Detail 1 - 0 z Existing Water Line w/ size i ,i I I x 0 _ e Overhead Electrical Line- , / This Page q f~ , f ' r---, ..'..307 3'fi D . - ; ~ ! ~ ~ ; ~ ' zn~1 - c Existing Gas une ; I i i • v • i; p 307:25 IN - - - T - Existing Telephone Line w x Wire Fence 4 $ 306 306.79 , 0 Prop. Waterline & Fire Hydrant •~r Prop. Sewer Line & Cleanout t 0 ,i w;r~rM r r r~rr 12 W/~ r r r ~ ~ • if - w - - r r rr.~ 12 WA - .-T12'w/L 12 wp~. w ~rMrr~ r ■ MW/r- F r - i ^1 / 2~ ■ ■r /r r12 - - 263 Proposed Finish Grade Contour w t 1 / 4 g 12'w 1z12wT.~1zw ~ ~ 12 r ! t3 Y+ c h -G G - - Inlet Protection 12 • ._c c----c- . 3GG.oo Proposed Top of Curb Elevation R96ti00 309.62 310.40 300.00 t83'-10' of Existing Curb x Finished Grade Elevation Ls161~56' do Sidaraik Renovd tt Existing. Trees I ► ( Woodcreek Drive N Ambulatory Ramp X1,5' r' I I 3 i cis X52 w r tl ~ n I 1'~ ~ Project Benchmark: Monument #130 i . Alum.: Cap set in concrete near the South corner of this, project. ^ 1,' . ~ tr _ Elev= 303.57 (NGVD) ~ v i I i' ~ ~ C„1) ~ N `e ~ ~ u ~ w.9- ~ ~ ~ ~ c r i ' r ~ ~ ~ 1 ~ j ~ ( ~ i ~ ~ Scale: 1" = 30' Horiz.) ~ ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~ 1" . 3' Vert,) ~ ` - ~ `i I. ! ~ i ~ ~ ~ ~ ` ~ ~ ~ . ' _ ~y -t ~ S, ' ~ ~ ~ ~ /r I . - ;I Scnle. 1 - 30 Horiz.) 1 . ~ ~y~ 1" - 3' Vert. 1 a J - ) Sto. 106+40.36 ( i r ~ ' T ; ' t ....Install Clean-out. ' ` ~ I ~ } ~=298.6Q~'~ ~ ~ I K=5501.70 s, ~ _ 1 1 , o ~ ~r__ , - ~ r~ - . . ~ G~ ~ j ~ ~ , t 207+00 _ . _ . . - - ~ ~ : Sta. 107+67.69 ~ ~ A I t II Clean-ou 8 W/L (W-2) - n3 a t Sta. 206+84.01 15~ P,U.E S30'19'St"E - R= 5630,64 i " - - - - , ~ ~ Y= aeoaso 1 ~ ~ Begin 8 W/L Const. ~ ~ 'y Sta: 108+39.54 ' ` Install 2 Blow-off I Water LmE I " ~l07+0 ~ E'. Install Clean-out x= 5442,23 r 1~+0 5680.75 Y= 5649.67 _ _ ~ _ . _r p _ . a \ ~ N59 40 09"E Ym 5517.90 1 , ~ i. ~ ~~-r n z~ I _ ~ F ~L Y P , ~ ^ ~ ( i i n ~ i I ' r r r ~ ;I N>g ° ~ . I ` f ' . os' n Sta, 109+19.54 1 ' , ~ , a ~ E i,. ~ f „ d ~ Install Clean-out ~ .I ~ ~ t ~ ~ I ' ~ t , _ 5758 08 _ ~ ,:r ~ ~I; ' . , ~ W/L (W-t) ` f09vpp, Y= 5538.42 7;- 1 Sta.:106+53:38 Stos+ 107+47.69 Install 'Clean-otit : ln9tali C►ean-out ` X 47t ~ 55' R. 9 n _ i.~ . ~ > a . m m ~ ~ [ ' 551. o ~ % 6 5 1, Y= 5436,91 Y= 5464.20 ~ 10 ~ of to `lf r'' Gy . ~ a - -2,;ti 1.~ C~ ; i f . I . ~ ~ oa ~ r _ r ` ' I u em'u'`' - . _ i~~ f ~ I,. r ,i . \ ..,,.r N a w ~ I ' tii ~ Ex, Storm Oro1n _ r- i y, r ~ M1 - ~ ...--y _ _ ~„1 ~ t~ , c: ..i~ ~.Y. ' P . _ . s, K r ~ I C ~,k, acP ~ d !S r Ex. wall E~ R pD I. 2 , X ~ J.. W0 , E.. a ~ Ex. MN ' F mss;-~<' E.,, ' a ~ '~v ~ t j, Sta. 110+00.00 , K>. ~ Ex. Rock Connect to Ex, 8" S L - ~a o~ i landscape Re Ince all Landsca ing _ ~ ~ - 1';~ `V To be re laced p p P in Kind immediatei followin -~.-r~' `,r - \ 1`~' if disturbed.. y ^ r„~..r- m ~--L. a onstru n - ~ 1 service corm coon c ctlo , F: r I ~_x-- _ ~ ? ~ \ ~ i Q ~ X= 5814,74 1 _ O Y= .5481.29 ,q -r~ - - s - - - ~ ~ . ---1~''t ! 1;, ~ I Nag; All work shall be done within the R.O.W of Woodcreeli Drive l G ? or the Existing 10' P.U.E. i,, r~' ROW a. I' i',1 C i~: l O _ I Li 27. 9C 8 r, I 'r { ,,i ~i is I , si . , . _ _ - CL 200 AWW, ~ , P V~ PI e : See Sheet 6 For Embec 6 R: SDR 21 ASTM D-2241 ~ ~ See Sheet 6 For Embedment Re uirements 4 C. 118 lF of Structural Area Occkfill i ~ ~ t I I - I - I ~ i - i ' ~ I I 312 .i._ 309 _ _ _~.____.....__w_~_.___.___..__. i +o ' 07 m Pro osed Buildin ~ ~ m p rr@ 30~ o ~ ~ °o I i ~ ~ 306 ~ _ ~ 3 ~ , 11 ~ ~ 9 i i 1 ~ ~ ~ j _ J ~ Ex, Ground ` 303 - I _ ~ _ _ a i ~ i i' i i ! / ~ { I 3D0 _F.. - ~ _ - _.__.r-r-. ~ - 30' RCP ' f 1 r ~i c ~ i i r j 12' W/L i j ' ~ 297 359:. { I 64 LF' g Q" 1. t,~ r- ► f ~ L...y,~1y , 1`"~ r , r~ ii 294 4~~ 75 LP of Mech. Bore (dry bore method) 1 0 o ~ ( ri j N i . - O ~ >Ly7 40 co N O N a 0) 0) 00 00 O d 0 to M ao ao ao ui ui E to o 03 03 0) rn 0) 0) N N N N N N N J N yN it 11 II II U) it o. lli Ilti i=+ tei t~ a t~ U co 00 289 M 0,; t7 0 CD 0 C 0 in 0. N 0 O O J; 1.M I i I 0; I 1 p o c c c c c. c 0 N O 00 O O co 00 0 CO I M p co :00 10 OD O 0 co 0 m f0 t0 - to - r h - 10 - p) - O t0 Oe O OU 00~ pU r 0U .0) 000) tai 0U to - o 0?rN M N! 0) - = NI =N N r,c 0) N 01 0 0 0 p 0 C 0_ N I C t7H+ o q m IIi M m it oat q a m tl q'• m II o c; vq q, 285 m~ LCI nC.~l tn~~ in L=i U)mc t; 107f00 108*00 109400 110f00 207f00 it r, Project. Benchmark: Monument #130 ~ I Alum., Cap .set in concrete near , the South corner of this... project. . ~ y 0. _ Elev= 303.57 (NGVD) SMOOTH DOWEL BAR, See detail SEAL W ~EXPAN$ION JOINT MATERIAL ' / for diameter,. ength and spacln EXPANSION JOINT, (See Building Plans for I , ~ ~ Dowel diameter, length, and spacing.) t ' 11•'RA°., Typ (SONNEBORN SL-1 OR APPROVED EQUAL) (3/a"zt8~ ®12' o.c for curbs & concrete pvmt.) Z ( ) " (1/2"x18 Q tY a.C. for flumes & inlets , N 1 , 1t , Install per Manufacturer Specification 3/4 1 b" 2"~ p 1. All, signs shall be posted on ,8 -6 , 2-3/8 outside Signs made of 3/a2" Alum, `BACKER ROD 3~4" ~ ~ ~ ~ t s diameter' Galvanized Steel Pipe Signposts that weigh 2" ;wtn cakes Enomei Refiectrve ' .BACKER ROD >`g. r' . _ j i ' two (2) pounds per linear .foot. These signposts, shall Finish and' green-Primes , Concret Concrete,"""""' 'Building Slab ~ be laced a' minimum of '2.5' #0 3.0 foet into the round t. Images for °urdbnity, colors CENTER IN SLAB P 9 2• See Detail • ~ • ' ' the As Noted: • • • in a du or drilled'.one-foot;diameter`hole The sign- Pavemer 9 FIRST POUR , ,...SECOND POUR Payement~ ~ ~ (Designed by others) ~ ~ ~ F~, tip. r post shall be .placed vertically p►umb ;in the center of _ colors; . ',legend i Border -Green E , t 5 ~ s L r the hole and secured with a-mioimurr of two (2) sacks ~ " ' i Background - whfte CERAMAR FLEXIBLE FOAM 6 3 LONG METAL OR PLASTIC of sackcrete. The concrete"mix shall: be _hand amped: ~ wniko Symbor on Bme . ~ s', , . r i ~ F ae: necessa" . eackgrouna EXPANSION JOINT FILLER CAP iMTH INSIDE DIAMETER LJ ~ , a ~ t 2. Thee ai ns shall be 'installed so that the bottom of each ai n s (OR APPROVED EQUAL} TO BE 1 16 GREATER -THAN 9 9 DIAMETE OF DOWEL BAR r ,si i ~ shall be at least ,four (4} feet above the ground at the base ` of the signpos# or above an adjacent travelway. Ail traffic t i signposts shall be iristailed 24 inches from the dravelWoy. NOTE: 1. .CAP MUST BE LONO ENOUGH 70 COVER 2" OF THE :DOWEL WITH ONE T TYPICAL EXPANSION ...JOINT ~ ~ ~ ~ Hondicapped Parking Signs shall be installed 12" from the a CLOSED END ANO 4NTH A SUITABLE S70P TO HOLD THE END OF THE CAP AT.LEAST 1 FROM :THE END OF THE `DOWEL BAR.. Travelway ;or sidewalk; Scale: 1" = 20' ~ ~ ` k 3. The .hardware. used to attach 'the signs:. #o the signposts shall 2. EXP.ANSiON JOINT 4NDTH SHOWN IS THE MINIMUM.. SHOULD THE t~ BUILDING ~ ~ r, ~ ~ be the same as thaf currently used by the 'City of College SEALANT OR PLACEMENT CONDITIONS.REQUIRE AGREATER.°WIDTH, THE ..Station. - ~ GREATER- WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. r ~ o r t ~ ~ STRIPING NOTES:.:. P T I t . .Contractor shall be responsible for the `"layout" of the striping. plan in ,the .field and `stripo as shown :on this XP' sheet.. -All markin s hall ' bs white. 9 (60 MAx. SPACING UNLESS 2. Alf paint, glass beads and application`ratee sholl conform oTrlERwisE N°ica~ iN PtaNS)' to TxDOT -Item ` 666; Reflectorized .Pavement Markings, Type If tr ~ Markin Materials, - t~-0~ SEAL W/ EXPANSION JOINT MATERIAL 9 3. All Parking Space 'Limit-Lines shall be solid white lines 6 2~°O coivanized SONNEBORN SL-t OR APPROVED EQUAL) Ld.. wide. steel Sign'Post install. per Manufacture a Specifications 4. Alf markin stri in shall conform to current s ecificotions 2 tbs: Per rt. - ~/e' to a/is' 9/ p 9 P (Plumb) Min. Depth - T/4 IN~QRPQR.A'T`FI} of the Texas Manual on Uniform Traffic Control 'Devices and S11 Universi~q prive East Sniff 201 the TEXAS-ACCESSIBILITY STANDARDS (TAS) of the Architectural Uollege Station, Tezas 778dU Barriers Act Article 9102, Texas CiviF. Statutes1 from .the ` R r Texas Department of Licensing and Regulation. nish sawmk ° ode r, see Pvmt. Detail Phuec 9T9l260.2635 Tax 0791646.8Z21i www.arkitex,~com LONGITUDINAL REINFORCEMENT ~ ~ ~ \ \ See .Detail I i ~ ,/i / / Vii. C N I N. JOINT t. p r 15' Max; S acin Unless Otherwise Indicated ( P 9 ) J \ , wa 7- P M:U:T.C.D. Sealant not re aired on Sidewalk Contraction Joints (R 8 ER ) t 4 ) . , Y u~M~ Rf.140 ~ r p 4. 1 I) ~ Q ~ !~S'~ • . 3 ~ 8 ~ ~ ~r ,~„~~,,ar w I . , u - - - ~ ~ ~ ~ ~ McClure d< Browne . _ ~ Engineering/Surveying, Ina 1008 Woodcreek Dr., Ste. 103 College Station, Texos 77845 (979),693-3838 I } a' 1 .j.. f fir. Future Sanctuary I _ ~ Z ~ . ~ c, ~ - ~ i ~U ~ ~ ~ a- ~ i I f, W . o ~ ~ ( ~ ~ r~ ~ ~ - - i i 1 ( 8' Van Accessible i i i " ~ ~ - z i, ~ 1 i PARK/NG PAC S1RlP/NG Al ~ ~ ~ ~ I i ~ . MS _ . • . ~ , NOTE:. ~ ~ / ` ~ ; All Parking Space Limit Lines should be ~ ~ • . ~ . ~ / _ _ , / ' , 6" wide Solid White Lines. - _ ~ , ~ ~ i -Q ~ ti.... ~ '"t I I ' f ti h r ~ ~{it uc c r : 1 i i t. i - i ~ ~ ! l i , , ! i / ~ i i ~ • f ~ ~ ~c s ~ ~ ~ ; j N p / , • , ~ i Decorative Concrete i 'L7 i 1,- i (See Architect Pbna) rA f' av% i ~ . i• `Z\,,•,Y' I r, ( ~ ~i , 1 ~ i f r , ~ r X, a 1` ~j - i - - ~ ~ . r ~ ~ ~ ~ ~ . _ ~ ~ VAN ACCES~BtJE , % i ~ x. r, ~ r~, . / 7 Sidewalk ! ~ , ; I ~ ~ . -s-:r---_. ,_._i x. f f _ i t:: ).-a =t~ewi - _ +~+!ist_»s~.aiwt~~~~:y~tr~ritrr:-w=~ ~e~ r:, _ -t •v I ~ ~ ~ ! ~ 1 ~ ! r ~ ~ ~ ~ i ' ~ F' i ) _ i, / i i ~ ~ ` 1 i ~ ii • i; • %1 • i i i ~ ~ ~ ~ ~ / ,f~ j ~ • r. _ I I r ! 1 ~ _ q_+,~rt" ~x.._~:- • BAE- W~ ~ F1AE tYNE•~ PRE Ur✓E FlIIE UNE ~ n • , • ' ; , r~~ `I • ~ • • • t~ . i. . • . ~ ~ • - ~ • 3tM, 3tltl aa*ee~ 3NY1,38Ei 3M'I ~li ~n 31j1 3a0 Legend , ~ ~ , } R 1 - - Property Line ~ ~ ~ I ; • Fx naion Joint ' ~ i I • . • . • • .......Contraction. Joint ~ ~ ~ i ' 1 , ~ ai - ii nre Lone _ _ _ a _ - • _ 41 Ambulatory Ramp w7 PROdEOIr Ho. 0,113 n DATE ULV 2004 ..r - nF i r i t ~ t i ~ 5 .~~~I ~ d. ~ ra f 7 V.. 1 ~ LIGHT BROOM FfNISH ' t~ I ~ 2 a t~ i 1 t See Site Plan for A a~th 4 THICK (MIN.).. REINFORCED " (See Pian for Slope) 2 CONCRETE SIDEWALK . o a 4 d. + ' e 1'r' v~'"~''e ~f""~" d' ~ ' j . ~ , . , , . ..:M SIDE STREET .WIDTH / I ~ ~3 X 12" O.C.B.W. ~ . 2" SAND CUSHION CONCRETE POINT OF. `COMPACTED SUBGRADE PAVEMENT CURVATURE 6" CONCRETE See Plan Sheet for Sidewalk Locations 25 RAD. (USUAL ~ W 4 BARS ®18" O,C.E.W. SEE GRADING :PLAN / ~ ' ( " " 'o W fi" LSSB TO 1' BEYOND B.O.C. Expansion Joints ®6O O.C., Contraction Joints ®5 O.C. Type 4 Curb ~ / w CONTRACTION Type 4 Curb 'JOINT POINT OF \ A,, i - TANGENCY ; / ..Gutter ('sea Ro :D° aq y /p' (/Q A /~r She`o~ .oa Expansion Joint \'yP) @rs `~,Q Curb Hel ht 9 ~ .Match ~dth rE Vanes a, ~ .o ccessway 6. ~ ~ 4° %Y21 r~ gr. ea 4' ~x Qo`g o~~ Provide .neat, .straight .Edge, . . ~a ~ e'~ ~ _ Trowell Ed e with R d. \ 6 , yob 9 a a t ~y, Sack of Curb ~ Ex. Asphdiuc - Ex. curb (to ue removed) Surface CoGirse r ~ r din Plon 2' See G a g. 6 Ex, Base _ Surface Finish Shall .Comply with TAS Requirements) Curb Height Varies i • h a " T p, , Light broom fnis with grooves (1/8 Deep, 1/4 to s' (typ} (y) 3/4" Wide, spaced .3/4" to r"dart. Dark shadin Exist. sutiArad , , ,l P ) 9 indicates limitsof colored concrete. Provide Concrete ~ forced Concrete Pvmt: 6" Lime stabilized subgrade 6 Reln .with ihtegrolly mixed i:olar by Jancik Concrete Iric. Bars ®18" O,C.E:W. with 6~ Lime by weigh# Houston Tx: or a' roved e u I w/~4 pP q al. Contrasting co or of ramps to be selected by owner. ~ . ~ Permissible Const. Join CONNECTION ETYPICAL- PAVEMENT DETAIL NTS SIDEWALK " INF M NT 12 Permissible Construction Joint RE ORCE E ~a T 2" aEAR' covER z-fir v- STD. CURB ~ GUTTER 4" 4 x 1$" Bar ®12" O.C. Ex, MIN. Drii( and Grout into. ex.. curb " See Plon for Dimensions 8 -Min.) where aPP6coble) Varies 4 to 8 ~ r~ ~ \\ra ti Dry Rip .Rap ~Cflannel Lining Mirafi 71 placed on Mirafi 700x Fabric 6 - ~ SPECIFICATION FOR DRY RIP `RAP CHANNEL LINING MATERIALS: Rip Rop material§ shall consist of natural stone approved Natural Stane shall be on average of 12" in diameter with a minimun and a maximum. of+16" °in diameter. CONSTRUCTION 'METHODS: The .channel shall be fine rvded to confon 9 shown in plans. The stones shall be laid on the graded subgrade on fabric ao as #o produce a single layer of stone not less than 12" thi plena. The..aaying of; the courses shall progress upward, the larger st the lower courses. 'The individual pieces of -stone in each horizontal that they `will break joiiTfs with the stones in the course below. Open with small stones in such o ;manner that all stones are tightly wedges shall present a reasonably uniform appearance and shall not vary moi from the average surface. a' Pvc ExTENSION w//so vENT WELD JOINT CAP (TYP.) SEE NOTE 4) NN~~ ~ ; ' 1. WHERE DOUBLE WYE SERVCE , " z' of s• Pvc - ELEVATION- IS LESS THAN 2 -7 (sEE NOTE a} ' . P 5ED BACK OF r~:o;% BELOW PRO 0 ~ ; CURB, MIN. SLAB .ELEV. MUST See Note 5 BE SET TO ALLOW SANITARY R SERVICE. PROPEatr SEWE z LINE 2. MARK EACH SERVICE END`' WITH ~ Y METAL "T" POST: PAINTED. GREEN, ~ - 3. `ALL. MATERIAL SHALL BE 'SDR 21, I i ASTM 02241. ~ PVC Double Wye i 4. GLUED :FITTINGS WILL ONLY BE ALLOWED ~ wish PVC Cap Future Service t(ne AT THE DOUBIl"WYE. CONNECTION. tor.Double Service only GLUED`FlTTINGS TO BE PVC-DWV, (See Note 3) . 5. A CLEAN-OUT IS REQUIRED AND WILL.. ~ . BE INSTALLED BY THE PLUMBER- AT RVICE. Pte," z' - to" THE` ROW FOR EACH SE 3 2000 PSI .Concrete ~ ~ Stand i Sewer o s' and ~ ~ . VARIES ~ ~ S Stopper as' (sEE NOTE Cleanout Stack ~ . / NOTE: MINIMUM SIZE CLEANOUT TO ' PVC (SEE NOTE 4} \ {MIN: 1~ .SLOPE) 6"xfi" e \ Wy ~ if not on undisturbed earth, T-r sERwcE FITnNC ~ ' concrete cushion must be (sEwER TEE) placed around sewer line. STANDARD CONNECTION PROFlLE 2000 P.S.I. Concrete #3 0 12" O.C.E.W. _ 4 PROJECT NO. 0393 a DATE JULY 2004 SANITARY SEWER C~EANOUT DETAIL NTS SERVICE CONNECTION TYPICAL FLUME SECTION EXPANSION JOINTS 0 60' O.C. CONTRACTION JOINTS 0 15' O.C. C5 CONCRETE: 3000 PSI 0~ ~ i j I i I I I ' . i i i I ~ ' I I , T i I ' F I ' ~ti I ' , I • I ~ % a . ~Q,..,.._ t F~ s ' ~l: I' a • n • T ~ i I{ 1 . y J 1 r '1 t _ ~ . ' I , _ , I I 1~ ,e'~ - • f V . ~ ~ ~y~ J i 1P . f - ~ .r',, ! ~ ~ ` ; • \ . ~:.i . . ~ t , ..I . - I~+• ' . , r. 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