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Home My WebLink AboutDRAWING . ' HWY 6 SITE WELLBORN ~OAO RAIL ROAD TRACK 19c9#\u~g~ [M]#\~ NTS ~ LEGAL DESCRIPTION 2.427 ACRE TRACT - ZONED C 1 LOT 7 AND LOT 8, BtOCK 2 EDELWEISS BUSSlNESS CENTER CRAWfORD BURNffi LEAGUE, A- 7 COLLEGE STATION, BRAZOS COUNTY, TEXAS OWNER SOUTHWOOD WEST GROUP PO BOX 10220, COLLEGE STATION, TX 77842 (979) 693-1617 PROJECT ANALYSIS TOTAL LAND AREA ( 2.427 AC ) BUILDING .. ~ AREA BUILDING .. B" AREA BUILDING .. C' AREA PAVEMENT AREA TOTAL DEVELOPED AREA ( 73 % ) 105,744 SF 2,400 SF 11 ,300 SF 7,500 SF 56,920 SF 76,120 SF PARKING REQUIRED BlDG "A" RESTAURANT <<tMfVE THRU 1 SP /1 00 SF (2,400 SF : 100) PARKING REQUf'RED BlOG .. B" RETAIL AREA 1 SP /250 SF (9,050 SF : 250) (NO MORE THAN TWO RETAILS ALLOWED ON LOTS 7 & 8) OFFICE AREA 1 SP /250 SF (2,250 SF : 250) PARKING REQUtRED BLDG "C' OFFICE AREA 1SP/250 SF (8,500 SF : 250) TOTAL PARKING REQUIRED a.. :::> o 0::: ~ 00 I- (0 (f)NN W ~:X:::~ ()a........ 00 () o -l ~ Omb;1 ~ ~NCl ;!:<D"'Itw :::>1--lZ 0000 (f)-l>N 24 CARS 37 CARS 9 CARS 34 CARS 104 CARS PARKING PROVIDED HANDICAP CUSTOMERS / EMPLOYEE TOTAL PARKIN1G PROVtDED 5 CARS 105 CARS 1 1 0 CARS THIS PROPERTY DOES NOT LIE IN 100 YEAR FLOOD PLAIN FEMA-48041 CO 182 C EFFECTIVE JULY 1992 L II 20' UTILITY AND DRAINAGE ESMT EDELWEISS ESTATES, PHASE 7-B LOT 11, BLOCK 22 VOL 3805, PG 48 ZONED - R1 -- -- ----- -- -- -- -- -- ----- 25' LANDSCAPE BUFFER 91.19' - S42"55'36"E -- ---..- It I It) C"l -- -- -- --- --- --- ---- -. -....-. : ~ O(f) IW ~ -.J 0- ...-1- ;:) 10'-0 ~ ~ ~ ~ ~ --~- b f... fi:l b a: 0- Co o. ...... 0::0 0-", "r- FIRE LANE - TYP ~ / ~ I C~C CURB TYP I ~ It) ~E 6-SP2 ~ === w ::;) 1-0- U) XO w'" o ~ b (0 ...... PROPOSED 25' WIDE PRIVATE ACCESS EASEMENT 38'-6" b I b ~ SOLID CONC I N CURB ___ __t"> f- b I ~ ~~ - Ib I N ...- 8LOG A RESTAURANT 2,400 SF b I () 7' (j' <.0 D 3' -0" 41 ' -01 soub CONC CURf I aT IENTER WA1 SIGN 9'-0" b 1 '-(i' H 00 2 SP ..- 40' -(j' D ~ I CONC CURB TYP ~ RE 6-SP2 b I <X> ...- t:> t:> I 10 N LOT 6 10' -0" UTIL ESMT 17' -6" 17' -6" 35'-0" EXIST CONC APRON 6'TO 8' HIGH CMU BLOCK FENCE RE: 10-SP2 --- ---- --- --- SCAPE BUffER 25' LANO --- 554"23'3"5' E 60.57' - --- --- --- --- -- - - - - - - - 1- - - 11 0' -(j' 192'-0" 8LOG C OFFlCE AREA 8,500 SF I NO REf.. AlLow[D I CONC WALK ~E:4&7-SP2 90' (j' 10 SP . 9' f!' RAUP RE:14-SP2 f- ~ ---j er CONC PVMT TYPj--- -, I RE 8-SP2 I - - - - - - 99'- 11 S .. 9' b I Co ...... ~ 4'9'-6" DUM~STER RE 11-SP2 b I en D! ...... 2'-0' ~ b in ~ ~ I FIRE LANE - TYP CONC WALK RE:48c7-SP2 OFFICE 2,250 SF - ...... ...... ~ en en . bo.. (f) 00 en...... . Ji bo.. ~I' co 18'0" 18' (j' 5 (j' 25'-0" 73'-0" 28' -0" 2S'-(i' ~ ~ ~ f- --7 ~~ ~1/' ~ I ~ N ""-!!!!!: !!:!!!o. Ii o b I 00 ..... 6" 6" 9' -(j' ~ ~ I L{) C"l LOT 7 151.03' - N47"03'58"w 298.03' - N47"03'58"W -- - - --- --- --- S54'23'33" E 241' - 14 . --- --- - - - - - 7 SP 0 9' 6" 10' ? <X) ...- ~ I ~ f... O-v ...- I ~ I.{) ~ I N co b 5'-0' 00 6 SP ..... 82' 0" b I o It) CONC WALK b RE:4&7 -SP2 f... b <X> ..- ~ ~ I ~ It) ~ I en N b I en N 20' UTILITY AND DRAINAGE ESMT ---- --- --- --- I I ---I I I I - -,- I I I I I I I I 16' - 6' ()'l m-": - CONC CURB TYP RE 6-SP2 CONC CURB TYP RE 6-SP2 8LOG B b I o t"> DOLLAR GEN RETAIL AREA 9,050 SF 70' -0" 35' -(j' 4'-0" ~ I ~ en 26 -0" 9' LOT 8 147.00' - N4,03'58"W FM 2154 ( WELLBORN ROAD) 100' R.O.W. ( ASPHALT PVMT ) SITE PLAN SCALE: 1" = 20' -0" 38' -0" BTU ESMT 3S'-(j' I I I I ~I :JI "I Cl ;61 - I ~I I 1 I I I 1 I I --r I I I I I -.J F ;:) in .- tv ~ \ 0:: / / / / /' ./' --==--"- -- 3 SP . 9' "- ',,- o \ I 6" \ I 25:- BLOG liNE ~ 1_ J ----- ----~ I --- I I I J / / J / / /' /' ./' PROPOSED 35'x85' ACCESS EASEMENT -- /' / I / ( +-- I I I I I -- I I I I 00 co NN :X:::~ ()a........ o () -l ~ <(mI', 0::: en O ~NCl Cl(J)~1..!J OI--lZ ~g~2 REVIEWED FOR cnUDf IIN~t; ~ ~ :i COLu:<<.it: :) I It. noN ENGINEERING - -- \ \ \ \ "- "-- "- "- ""- --- EXIST 85' PRIVATE ACCESS ESMT & PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT ESMT EXIST CITY OF CS 20' UTILITY ESMT REVISIONS DATE BY 11/3/03 CB 12/6/03 CB 01/08/04 CB 02/08/04 CB EXPIRATION DATE 2/28/04 ~ s liP4- . o · Uw :::>~ al I- D:::f.j <(fro- CD:!: () -0::: U<c f- o W -:> o 0:::: 0... t::t:: W I- :z: LLJ U V) V) w :z - V) V) ::::> en l- V) W 3r; ::r: I- :::::> o V) 4'-0" CONC WALK RE:4&7 -SP2 RAMP RE: 14-SP2 I ----r- -- 6" CONC PVMT TYP I' I RE 6-SP2 FIRE LAN[~TYP7 I I SP-1 z a en w c 0::: o 0::: W I- Z o .q- L{) L{) I l() f'. f'. .--... O'l f'. O'l "-" . a z z z :5 Cl.. (j) <( x W f- z ~ 0:::: co z <( ~ :r: ~ 0:::: o Z OJ ~ o N <.: .I . ( ~ t G W C) W ~ ---1 a () co ~ f"'.. f- a ~ - o 0:::: Z 0:::: a m ~ ~ w 5= ()3 -da (, ( ~--~ OJ') -/I.-pt- L 1/8" TOOLED JOINT #3 CONT. BAR 3,000 PSI CONCRETE W / #3 BARS @ 16" OCEW ~ N PREPARED SUBGRADE 6" 1 SIDEWALK @ GRADE 1" = l' -a" #4 BAR CONTINUOUS b I =m m -41111111111 '-I . ~ #3 L SHAPE 6" X 12" DOWELS @ 36" O.C. 10 TYPICAL ALL PARKING AREAS 6 CURS DETAIL 14'-8" 1"=1'-0" 8" 3'-2" 3'-6" 3'-6" 3'-2" 8" 10 N b I N ~ J 12'-0" 1 1 (f) (f) LS <( W Q:: 0::: <( <( 0 ?:( Z ~ 3: Q:: > <( 0.... Q:: a to 10 1/4" X 3/4" TOOLED CONTROL JOINT @ 5' O.C. MAX ~ PREPARED SUBGRADE ~II~IIIIIIIIIIIIIIIIIII 111111"11"1" ~ IT _'II ~=IIIIIIII=III=IIIW 2 SIDEWALK CONTROL JOINT 3" =1'-0" 3,000 PSI CONCRETE w/ #4 BARS @ 18" OCEW #4 BARS CONTINUOUS 3,000 PSI CONCRETE WALK W/ #4 BARS @ 1 8" OCEW ':.t (f) <( W Q:: <( ~ z ~ Q:: <( 0.... b I 111111111111111'1 -' II III I , III II illmillmW - ~ PREPARED SUBGRADE #3 -6" X 12" L SHAPE DOWEL @ 24" OC TYPICAL ALL PARKING AREAS 7 SIDEWALK @ PAVEMENT 1"=1'-0" 25' 8" - 24'-0" 8" 4'-0" 3'-6" 3'-6" 2' 3'-6" 3'-6" 4'-0" 8" 00 ED w/ 0 0 0 0 0 H . N ~ ..- 0" HIGH b I SP2 N ..- 3,000 PSI OCEW ... " 6" DIA BOLARDS FI LL CONCRETE @ 48" HIG INDUST ENAMEL PAINT 8" CMU WALL @ 8'- 8 CY MTL DUMPSTER CONC PAD 6" THICK w/ #4 BARS @ 12" 6' HIGH CHAIN LINK FENCE AND GATE w/ VERTICAL SLOTS PROVIDE GATE ANCHOR IN CONC 8" 6 DIA BOLARDS FILLED W / CONCRETE @ 48" HIGH INDUST ENAMEL PAINT 8" J 24'-0" CMU BLOCK WALL COULD BE SUBSTITUTED WITH HARDIPLANK SIDING ( MATCH BUILDING SIDING) 3,000 PSI CONCRETE W/ #3 BARS @ 16" OCEW #3 - 24" LONG DOWEL @ #3 BAR CONT 1 x4 FJ RDWD RE: DET 5-SP2 PLASTIC SLEEVES 'vC 1'1111111111111111111111111111111111111,1 PREPARED SUBGRADE ~- ,-" '-I' 24" -#5 BAR DOWELS #5 BAR CONTINUOUS EXP JOINT RE: 5-SP2 PLASTIC SLEEVES 3,000 PSI CONC w/ #4 BARS @ 18" OCEW PREPARED SUBGRADE 3 SIDEWALK EXPANSION JOINT @ 24" OC llllmlllmlllmlllmlllmlllmlll , II " I 111==111 III III II ' '111==11'-7 '-III-I' TYPICAL ALL DRIVEWAY AREAS PROVIDE EXPANSION JOINTS @ 20'-3" OC EA WAY 8 PAVING 11 b I co o I- b I <.0 N ..- . 12" DUMPSTER PAD AND FENCE NTS 12 DUMPSTER 1"=l'-rJ' (f) LS 0::: <( ?:( ~ w > 0::: a ~ EXPANSION JOINT LINTEL BLOCK W / 2-#4 BARS CONTIN PRIME @ PAINT ALL CMU COLOR BY OWNER/ARCHITECT #4 BARS VERT REINF @ 48" OC - SOLID CELL 8" CMU WALL W/ HORIZ REINF @ 24" OC 3,000 PSI CONC PAD W/ #4 BARS @ 12" OCEW I'II~II[ -S =111 III=-' 1==111- 2 @ #6 BARS CONT FENCE DETA\L NTS ," =1 '-a" HANDICAPPED PARKING SIGN MOUNTED ON BUILDING HEIGHT PER CODE 6" 4'-0" 6" CONC RAMP SLOPE 1: 12 b I <.0 b I v ~ CONC CURB 8'-0" 13 HANDICAP SEALANT #3 BAR CONT 3,000 PSI CONCRETE W/ #3 BARS @ 1 6" OCEW PLASTIC SLEEVES ':.tC 10 .f 1- II I-I #3 DOWELS@24'.'Qc/II'IIIII, 24" LONG "L" SHAPE ' -,-;- 6" PREPARED SUBGRADE 4 SIDEWALK @ BLDG. b I co o 9'-0" RAMP D ET AI L HANDICAPPED PARKING SIGN MOUNTED ON POLE HEIGHT PER CODE ," = l' -a" CONC FLUME RE: CIVIL DWGS CONC SIDEWALK W / 6" CURB HEIGHT PRECAST CONC CURB PAINTED MARKINGS NTS 1/8" TOOLED EDGE <I . N "-.... .- b. L1 1;> <I . 1;> t::.. L1 1 X6 FJ RDWD EXPANSION JOINT I 5 DETAIL 3" =, '-0" 11 o I ex> o I- LINTEL BLOCK W / 2-#4 BARS CONTIN PRIME @ PAINT ALL CMU COLOR BY OWNER/ARCHITECT #4 BARS VERT REINF @ 48" OC - SOLID CELL b I <.0 8" CMU WALL w/ HORIZ REINF @ 24" OC #3 STIRRUPS @ 24" OC 4 @ #6 BARS CONT LJ 1 0 SUFFER FENCE DET AI L NTS b I co ~ r 3'-~' t~ 3'-~' r o o 9'-0" 8'-0" 9'-0" 14 HANDICAP RAMP D ET AI L NTS ..._.,,,---.., REVIEWED FOR ~nUDIIIN~ 2 a C()Lu:.GI: ~lAnoN ENGINEERING - .- REVISIONS DATE BY 12/6/03 CB 12/11/03 1/09/04 2/08/04 CB CB CB z C) - (f) W 0 0::::: 0 - 0::::: W I- Z . C) Z - Z Z ~ 0... . 0 . U w :::> 0::::: :::> CD I- Ole <-) .c: w I- CD I <-) . 0::::: U <( o v L{) L{) I L{) r--. r--. ------. 0'> o '<t '--" (f) <t: x W I- z <t: >- 0:: (II z <i: ~ I I- 0:: o Z (II ..- o N (f) <( x W I- ~ Z 0 I- <( I- (f) CI::: w l..L.I C) t- w ~ :z: ~ 0 l..L.I u U (I) (I) l..L.I :z: - (I) ex] (I) ~ => CD " l- t- 0 (I) ~ W ~ 0 3t 0::: ::I: z l- t- 0::: u 0 w :::> J m 0 0 ~ 0:: CL W (I) 3; SP-2 UTtUno DEMAfrC) - IILDG -A- WATER METER WATER 40 GAL PER MIN 1" SEWER 40 GAL PER MIN ELECTRICAL 208, 3 PH, 600 AMP - 4 WIRE --______-- f-- G ......_____ __ .-------- ___ EXIST 6" SS --------- - - -- 6' HIGH eMU BLOCK FENCE __ ''''3:5''( L _- ,..- _ ~,. EXIST ELECT UNDGRND __ -- G 142.41' 554-"2:> ~:.._... ---::::.:- _ -~ ~ --- - - -- -- G --- , - - -- - -- --- -r-:-- G -- _ __ _---- _- G -- "( --- - - --. I 7 554.23'33 _--- - - __ I - -----____ 91.19' S42.55'36"E .J \.. 60.57' - '-_------ - - ~ -- ~- ----:c It.- ~ --....... - - ' _~ - - - - - --1--------- _---- _I-- - -- _ _j" _ _ ,.1-______ ..... _-- _ _ __ - 1 - - -- - _ -------___----- _ - - __ -~EW PRIVATE 6" SS 1 - __ - - - - - - -- MIN SLOPE 1/8" PER UN FOOT \ _ -\=- EXIST ELECT UNDGRND I b -- - -~ -- 4" PROVIDE CO PER CIT:'-:P~ -X- - /' _ _ _ _ _ _ I --1 ~ - 25' LANDSCAPE BUFFER SS .... _ _ - 7' -+ -- __ 4"SS L--- - 10--__ _ i 1 ----- --- 1 .1 1 1 --~-I- b~-I FIRE 6" WL '\ I ! w SPRINKLER "lH~' E I SYSTEM - - - -"..J ~ ~1 0' (j'L ~ I WIL ESMT ~ I I: 'V~ = ~ \1 1 / l,.f ~ """ //y/ ~ ~ 1 I~// " \ ~/ y / :- .:: ~ ~ -\ - r I - ~ / V' / / ::;) - - - -~ frll- t- L --/ ~ ~ !2i~ - 1-0 I M ~~ / xo _ 1_ ~# I w'" - 1- Ii - - --1- - - ~~ t - - ~~ j I EXIST ) I 3 @ 4" ELECT ~ ~ 1 PRIMARY // ~ I // ~ I ~ N ---------....,- -c;:t (f) I I EDELWEISS ESTATES, PHASE 7-B EXIST GAS LINE LOT 11, BLOCK 22 VOL 3805, PG 48 ZONED R1 .1\ - - I EXIST 20' DRAINAGE & UTILITY ESMT 10 FIXT UN,fTS PER TOILET X 2 = 20 FIXT UNITS 2 FIXT UNITS PER LAVATORY X 2 = 12 FIXT UNITS 10 FIXT UNITS PER DISHWASHER X 1 = 10 FIXT UNITS 6 FIXT UNITS PER TRIPLE SINK X 1 = 6 FIXT UNITS 2 FIXT UNITS PER MOP SINK X 1 = 2 FIXT UNITS 2 FIXT UNITS PER HAND SINK X 1 = 2 FIXT UNITS TOTAL = 52 FIXT UNITS WATER SUPL Y = 40 GAL / MIN UTtlITtn DDMND - IlDC -r WATER METER WATER 30 GAL PER MIN 1" DOL GEN SEWER 30 GAL PER MIN DOL GEN WATER 30 GAL PER MIN 1" OFFICE SEWER 30 GAL PER MIN OFFICE ELECTRICAL 208, 3 PH, 600 AMP - 4 WIRE DOL GEN - 10 FIXT UNITS PER TOllET X 2 = 20 FIXT UN1TS DOL GEN - 2 FIXT UNITS PER LAVATORY X 2 = 4 FIXT UNITS DOL GEN - 2 FIXT UNITS PER SINK X 1 = 2 FIXT UNITS DOL GEN - 2 FIXT UNITS PER MOP SINK X 1 = 2 FIXT UNITS TOTAL = 26 FIXT UNITS WATER SUPL Y = 30 GAL / MIN DOL GEN - 10 FIXT UNITS PER TOILET X 2 = 20 FIXT UNITS DOL GEN - 2 FIXT UNITS PER LAVATORY X 2 = 4 FIXT UNITS DOL GEN - 2 FIXT UNITS PER SINK X 1 = 2 FIXT UNITS TOTAL = 24 FIXT UNITS WATER SUPLY = 30 GAL / MIN ununn DEMAfrC) - IlDG -e' WATER METER WATER 80 GAL PER MIN 2 @ 1" SEWER 80 GAL PER MIN ELECTRICAL 208, 3 PH, 600 AMP - 4 WIRE MAXIMUM 12 RESTROOMS PER BlDG MAXIMUM 12 LAVATORIES PER BLDG 10 FIXT UNITS PER TOILET X 1 2 = 1 20 FIXT UNITS 2 FIXT UNITS PER LAVATORY X 12 = 24 FIXT UNITS TOTAL = 144 FIXT UNITS WATER SUPL Y = 80 GAL / MIN SOUTHWOOD LOT 6, BLO VOL 4297, ZONED - EXIST CITY OF BRYAN 20' ELECT ESMT EXIST 85' PRIVATE ACCESS ESMT & PRIVATE DRAINAGE ESMT ( EXIST CITY OF CS 20' UTILITY ESMT L I I - I.-=::r- - -~ - I \\ I - I : (P- I \\.' I I I I I I I I I I I \ V I 3 @ 4" ELECT \ I I /f"I\ CONDUIT -4 WIRE \-L - - .:= == = :~ - ~ .~ == =~ == -I=f = .:= =1:: == == == =-..-) ;:..-:t.. ,_I.!!!!!: ,~'11 I 'to I ......... I .".,--- :::=- -=- -=- ~ - ~ -=- ~ I .,-/ -- ~ -~-_:-. I "- ~ ~ ({ ~ ~ 4" ~~ B" ss I I /., ~ ~ 2 @ 4" ELECT I"'-:::::~ I L ?""" CONDUIT -4 WIRE ",I' ". " ~~ 1 V/''/ ~'" i!l I ~ j/(V ....- /' I~I>-- ...,~ "i ~ D I : 1 1 . .L,I \ , , 4" SS TYP EXIST PRIVATE 6" SS 4" SS TYP BLOG C OFFICE AREA BACK FLOW PREVENTER DEVICES INSTALLED & TESTED CITY ORDINANCE 2394 ELECT SERVICE 208/3PH/600 AMP TEL / CABLE \ -\ 1@2"TEL&1@2"TV} CONDUIT STUB OUT 18" VERT SEPARATION FROM ELECT 1 @ 2" TEL COND- 1 @ 2" TV COND C9CJ = o ~. 0-0- O. 0::0 0-'" -~- - I-- ~ EXIST PEDESTAL @ VERIZON TEL CO -->-- r NEW 2 @ 4" ELECT PRIMARY 4" 55 .,-/"'" -- 4" SS I I I "==- ~ I I /IE. I T / / T - ELECT SERVICE 20S/3PH/600 AMP TEL / CABLE I -6" WL , RE:CIVIL L ~ :( 1 @ 4" ELECT CONDUIT SECONDARY D ~ I 1 rl ,J-- t: ..EW FH I U--2 @ 4" ELECT ~ 7 RE,CIVIL I n CONDUIT -4 WIRE ;1 I 1,000 G ( D ~! II, ~ _I I GREASE TRAP,LJI ) ~ 1 ELECT SERVICEJ 208/3PH/600 AMP TEL / CABLE ~I '<t LO ~I TEL / CABLE I I B~OG 8 OFFtCE I I I REDUCED PRESSURE PRINCIPLE INSTALLED & TESTED CITY ORDINANCE 2394 < FIRE SPRINKLER SYSTEM ,---.., I- - - -- - --~"""'r2 6" WL 't? t3 O:=! - - -- - --'='~ 2 @ ,.' WL DOLLAR GEN RETAIL AREA WEST GROU P CK 2 PG 268 C1 ---;-S" WL I RE:CIVIL BLOG A RESTAURANT 1\ I I I I I '-'I I I I II i ~ff' WL ~] I I RE:CIVIL ,,~ J O' (j'l 0 WIL ESMT ~ -- IL I g -- ~ I I I ~ I ~ 11 I(~ I~ 17 @ 1" WM I ~S" WL I I RE:CIVIL EXIST 16" WL EXIST 16" WL o D - 1 D BACK FLOW PR 2VEN ER DEVICE I NST ALLED & T STE CITY ORDINANC 23 4 r REDUCED P ESS JRE PRINCIPLE INSTALLED ~ TE TEl) CITY ORDIN~ NCE 2394 (9 ~ I BACK FLOW PREVENTER DEVICE INSTALLED & TESTED CITY ORDINANCE 2394 I I IC9t I < ~ - '---' I I I I I ITI\ u I 1 ""'== -= -.J ~ o 0::: ~ . ~ Ir-. I I AE ~ .- -.J ~ I~ -.J ~ ~ ,~ - -- At. Af. - ...., AE 1 --I I 1---- w LOT 6 LOT 7 LOT 8 298.03' - N47'03'58"W FM 2154 ( WELLBORN ROAD ) 100' R.O.W. ( ASPHALT PVMT ) 1 SITE PLAN UTILITY 1" = 20'-0" I /IE. -- -- "-= \ ~~ \1 ---- - -- --I---- At. ------ --- - --- ---- EXIST GAS LINE EXIST 6" SS STUB OUT I I EXIST PP NEW PRIVATE 6" SS M1N SLOPE 1/S" PER L1N FOOT PROVIDE CO PER CITY SPECS I I PEDESTAL @ VERIZON TEL CO """" ,- I~F-.-I I~ -1~ n- 3 SETS 1 @ 2" ~L CO 1 @ 2" I COND \Jl ~ ~ ~ ~~ w -.J i= ;:) in ~ I I I , I I ,~" I \ C04..Lt:Gf: :) 1 ~ wN 1 H t: V I tV'J E: U ENGINEERING ~ -- At. ~) ~I ~I ='1 hil I I I , ~ I I I 1 I REV' coup, , ;t= 2 :i 2 @ 4" ELECT CONDUIT STUB OUT w/ PULL STRING TO EXIST POLE - TRANSFORMER @ CITY OF CS 1 O'X 10' CONC PAD BY GC PER CITY SPECS I~ 'N o ~ o N '<t (f) CERTIFICATE REQUIRED I ~ LO ~ I"- ~ ~ I FEODORA LOT 9, BLOCK 2 VOL 4297, PG 268 ZONED - C1 ...,WLIGEND .- ~J1f~~ .:::i. . \/f .~ ;)~ . IAIITARY SEWER WA1BVDOMESTlC WATERlIRRIGA liON AE EXIST 1 6" W L REVISIONS DATE BY 12/6/03 CB 12/11/03 CB 01/09/04 CB 02/08/04 CB EXPIRATION DATE 2/28/04 z C> (f) W C) a::: o a::: w f- Z o '<t It) LO I LO l"- I"- ------ (j) I"- (j) '---' . C> Z Z z :5 0... 1 .( < LJ 1-. . o · Uw =>~ alf- ct:() .c:~ mJ: () · a::: U<( z ~ ~ lJ) z <( ~ I I- 0:: o Z lJ) ~ o N (f) <( x W I-- I- o w -, o 0:: 0.. et:: W I- z: La.J U V) (I") La.J :z: - (I") V) ::> CJJ l- V) w 3t ::J: l- => o V) - z o ~ I-- (f) W o W -.-J -.-J o o OJ ~ f'.. I-- o -.-J - o G:::: Z G:::: o CD -.-J -.-J W ~ SP-3 PROJECT ANAL YSfS TOTAL LAND DEVELOPED AREA 105,745 SF FRONTAGE LF 299 FRONTAGE LF - 36' DRIVEWAYS) 253 LF STREETSCAPE REQU'''EMENTS NO OF TREES 253 LF 25 11 TREES - CANOPY 253 LF 50 X 300 1,518 PTS BUffER REQlJ.REWENTS- REAR NO OF TREES 296 LF 25 NO OF SHRUBS 296 LF 3 1 2 TREES - CANOPY 99 SHRUBS LANOSCAPlNG REQU1M:MENTS 105,745 SF 1000 X 30 = 3,173 PTS 3,173-1,650 (STEETSCAPE TREES PROVIDED) 1 ,523 PTS STREETSCAPE PiROVIOED CANOPY TREES SHRUBS 11 TREES 142 SHRUBS BUFFER PftCMOED-REAR CANOPY TREES SHRUBS 12 TREES - CANOPY 100 SHRUBS LANDSCAPING ~OVIDED CANOPY TREES NON-CANOPY TREES SHRUBS 18 X 150 PTS 7 X 40 PTS 1 4 1 X 1 0 PTS 2,700 PTS 280 PTS 1,410 PTS 4,390 PTS TOTAL LANOSCAP1HG SYM80LS Be@ () 2 1/2" BALD CYPRESS- CANOPY TREE TAXODIUM D1STICHUM 1 1/4" CREPE MYRTLE - NON CANOPY TREE LAGERSTROEMIA INDICA (!? 5 GALON SHRUBS- 3' HIGH AT PLANTING TIME BURFORD HOLLY - ILEX CORN UTA BURFORDY INDIAN HAWTHORN - RHAPH10LEPIS INDICA WAXLEAF L1GUSTRUM - L1GUSTRUM JAPONICUM NOTES: IRRIGATION PLANS MUST BE APROVED BY CITY OF COLLEGE STATION PRIOR THE CERTIFICATE OF OCCUPANCY IS ISSUED ALL UNPAVED GROUND AREAS SHALL BE COVERED WITH SOLID SOD - ST. AUGUSTINE OR WITH GROUND COVER ALL DISTURBED EARTH BE COVERED WITH SOLID SOD OR GROUND COVER ~ p::zIIt I c:::::::::> ~ -.-- c:::::::::> c::::::::: _ c:::::::::> _ ALL SHRUBS SHALL BE ENCLOSED IN 30" WIDE MULCH AREA WITH METAL EDGING EXCEPT WHEN PLANTED AGAINST BUILDINGS IN WHICH MULCH AREA SHALL BE 3' -0" WIDE WITH METAL EDGING. " .. ANCHOR STAKE 3 MIN PER TREE " PROTECTIVE SLEEVE ANCHOR WIRE WITH WARNING RIBBONS WATER BASIN TOP OF ROOT BALL LEVEL WITH GROUND PROVIDE MULCH COVER PREPARED BEDDING L w :::> 1-0- U) XO w'" - -- --- - -'=- 0.. ::) o 0::: ~ oJ f- (!) (f)NN W 3:~~ uo....- 00 () o -l - OCD6;1 3: - C"l 0 ~(!)"<tw ::)I--.JZ 0000 (f)-l>N o LOT 6 - --b I It) C"l - ---i D D - 1 D J 6' TO 8' HIGH CMU BLOCK FENCE --- RE: 10 - SP2 ___ --- 554023'33"( --- '\42.4'\' - --- --- , 554023'33" ( 91. 1 9' - S4 205' 30" E 1 BC 1 Be---l~- -.A.-- - 1 ~ --- \ll\ll~\ll~~\ll~ --L~ . ~ SOLID SOD@} ~ \ll~~~\ll~~~ SOLID SOD - - @~@@@@@@(jHll@@@~J!l@@@~eHll@@@@<ll \ll<ll@U\ll~~@~~\ll~ -~ \ I SOLID SOD ---.. -~ ~$ ~ -- SOLID SOD "-- 1 00 SHRUBS - -- EDELWEISS ESTATES, LOT 11, BLOCK 22 VOL 3805, PG 48 ZONED - R1 PHASE 7-B --- --- - -- - -- 25' LA NDSCAPE BUFFER ') /". - - '-- )) I ~I o (!) It) N "<t (/) I (j) ,.... "<t It) I"") -.L I_ I I L - o 1 CREPE MYRTLE ~ ~ ~ ~ ~ SLOG C OFFICE AREA 8,500 SF I NO RETA~L ALLOWED I GROUND COVER 12 SHRUBS 6 SHRUBS GROUND COVER o 1 CREPE MYRTLE 1 CREPE MYRTLE v-- -~ - " ~... --+-)?RO~ND ( OVER f!j V 1 Bt f!jf!j :;p~ " '--8 SHRUBS r---- / / / - /II", I-- -I-- -- - i--- -- -- - ---- --- --- --- --- ~@:L1:j) @@ ~~~~~~~~~ ~~~~~~ -- -- -- \\ --= -=- \ -= I I (j) (j) (j) (j) (j) (j) ~ (j) (j) (j) (j) GfoJ ~ ---------- --------- --------- -------- o --------- - - I--- 1Ie-~ ~ --- - - - ---::::::--'- ~L1 -G GROUND COVER ~ 1 E~-~ ~t\ I ~ '-10 SHRUBS -11 ~~ ~ ~~ o Ww U):::> ~~ o. 0:::0 0-'" ~ GRbUND COVER -~- - - - - -~ - - / / ~ 1 BC GROUND COVER J ~~/ 'f!j~ $~ -1 ac [~~ -GROUND COVEf 12 SHRUBS SOLID SOD GROLND ClVER 2 BC SOLlC SOD r7 } @ ~ -Q ~I: Be '\ 5 o GROUND COVER 1 BC ~ L~9 r'u. ~~ ~ ~ ~)l SHRUBS DUMPSTER w/ GATE-Doo RE: 11 - SP2 f!j $ f!j f!j f!j ~23 SHRUBS~ f!j f!j f!j f!j f!j SOLID SOD f!j f!j fl3 fl3 f!j f!j f!j fl3 f!j $ fl3 o r 1 4 SHRUBS f!jf!jf!j$(f7! f!jf!j J;;.~ 1 CREPE f!j~'P MYRTLE f!j GROUND $ COVER /; I~ ff..a4 1 BC ~ ,\ \.,flJ GROUND COVER ~ S n__---; SLOG CREPE MYRTLE /~2 o ~ 1 BC GROUND COVER--- o \ \ \ GROUND COVER L-J 8LOG A RESTAURANT OFFICE DOLLAR GEM RETAIL AREA .~~ - . ~ 1 I C ~. ~GRbUND k:;OVER ~~~8 (HRUBb "=='" ~GROUND COVER~ 7(jj ~ \ I ~ ~ :: ~ I n-flJ' 2 BC ~~""' (jj(jj(jj7 20 SHRUBS ~~~~ I I IIl\ .....-, ) <' 13: ~N o I"") o N "<t (f) I "<t If) I"") l"- I"") :~IJ i 1 BC ..~ GROUND CCVER- I 8 SHRUBS 142 SHR.UBS' -.- ~ / \ -- S---I /L ~ [7.-2..... -GRpUND COVEf \ ~ @-- II~ / "~-1 SC \ 1 BC- ~I ~~~ 1 3C 0 ~ ~ ~ ~@@@@~@@~@@@@~@@'@@~@@~**@**~*@~*@@~~@@~~**~@@@@~@~@@~@@@~*~~*~~@@~@~~@~*@@~~- ~ ~:IDB:OD~2 Be~ ~2 Bc~SOLlD SOD~ 2 Be~ ft2 Be~ ~~L:e~ ~ 298.03' - N47"03'58"W LOT 7 LOT 8 FM 21 54 ( WELLBORN ROAD ) SITE PLAN LANDSCAPING 1" = 20'-0" GROUND COVER 1 BC SOLID SOD DUMPSTER RE: 11 - SP2 ROUND COVER SHRUBS oJ (!) NN ::L0 uo....- o U -.J . I"- <(CD(J)I 0::: N om"<to o w Of--.Jz WOOO u...-.J>N " EXIST 85' PRIVATE ACCESS ESMT & PRIVATE DRAINAGE ESMT EXIST CITY OF BRYAN 20' ELECT ESMT EXIST CITY OF CS 20' UTILITY ESMT REVISIONS DATE BY 12/6/03 CB 12/11/03 CB 01/09/04 CB 02/08/04 CB EXPIRATION DATE 2/28/04 . o · Uw ::>gs Cllt) Or:::w ...c::1- m I U · 0::: U <( f- () W J o 0::: 0.. 0::: L&J I- ::z: W U V) V) Lt.J Z - V) V) ::> CD l- V) W ~ ::r: I- ::> o V) Z G (f) W o 0::: o 0::: W I- Z o "<t If) It) I If) I'- I'- ~ (j) I'- (j) "-" . G Z Z z :5 0... (/) <( x W f- z ~ 0::: m z <( 2 I f- a:: o z m ,.... o N (/) <( x W f- - Z o f- <( f- (/) W o W -.J -.J o U co '" 0() [' .1 -~. w "" Ct. o CD -.J -.J W ~ SP-4 PROPOSED 9' x 13'-4"' x 4" CONCRETE APRON TO HAVE 6" ~RB AROUND PERIMETER WITH 4-2" 01" ~4 ~' I I OPENING SPACED 31" O.C. IN DOWNSTREAM~ ---' \ CURBING ONLY FL PILOT CHANNE -3 5.00 -,,- t> ___ PROI"OS~-;;;:- IC R NFORCED CONCRETE 0' ____ ~APRON T DIRE T 0 FROM~HANNEL EXISTING CMU BLOCK WALL - DESIGN ~L PILOT CHANNEL-325.80 _ - j TOWARDS 1511 IN ecn\As SHOWN BY OTHERS (DO NOT DISTURB) ",. ~-r~~ :-~ ~'" \ EXISTI G REINF RCED CONCBEl'E- INLET BOX 'c;L EXISTING CONCRETE PILOT: \ . ------' FL325:~'-'~ - ~ WITH EINFORC OONCRETE APRON AROUND Cl;iANNEL (DO NOT DISTURB) PROPOSED 2' WIDE REINFORCED CONCRETE,' '_ ~ \ , I ~ ~R 01'" NLET BOX (00 NOT DISTURB) . ._."- ',_ ___ _.__ . _. ." PILOT CHANNEL "B" 0 -0.54~ GRADE-{$EE \.- FL326 16,"\ - r ~\ -- \ ~ ' ie' , . _ _ _ ...... PILOT C~N~ETAIt:-SHEET C3) . ~ ---::::-:=-- ' \ '.,...... "- - . -~GII>L .eROPOSED PILOT' . - _ r .- -... '~ I' _ - FL APRO~325 00 .rS.~ANNEL "8" MA~~' FL326.43"\ - ~ . ~ ~ ~ ''0. _ _ ' ./ FlNISHED GRADE-327.00 ........... . -T J -,' . PROP: 18 ~'F. ;8'-0 C.M.P._____ ~j~~.~L.~ /r-+~~i~:gg ~~~ ',. \-1 I - - -~ ~, ' .- -- -- -- . TC32:.;;2:" GRADE Pl.-<\-~ I TC329.40 \)' "" . ......__) '/ ___. .. -t. -- -'::.~ i"fteT--~!iI'!EL IS ,~?28~-_ 1- ~~i: \ ~Ii TP328.90 .~ ~'''-?l~' rru -. -- - 2.67' OFF' PROPE TY-~ . ...---PRO~ED JUNCTION BOX -----1<> 1 ~ I TC329.55_~ II ~".~...... -- TOP328.37 FL326.37 ;1 TP329.05 L == TC330.31 FL326.70 ...'- .-.-........// -- ~:.:....... - / "Ir J...--" ~::~_?-- --- . TP3~.81 ._ ,-.- ........FG329.00 ............ FG329.5(}./ / ~ ~~l~ TC329. I I~"----'- /J ..................., - TP328.67..../ /. > c...o ~ t-- '::';C3 .40 (///~ -I .... ~FG329.50 PRopF.G329B'50../L G. .-2" TC329A(,::7-;; ~ -- ~ TP32.90 ~I! I' I V "",,,, ~TP328:90 / / I ,(;' I ~ ~ ~ TP328.87 \ t'",. .C" TP328.87./ ~~ '- {T\ -"-j I I' I '. "ll" -z. \ I .w-.--.'.. F.F. - 3301 .00 .~~o ~~'-/ \' II rPROVIDE 2' WIDE CURB .... -' TC32 .8~, ' LEAVE::"Ot1r,~ SHOWN.--------'- .. :t .0 TP32 .37>s.' / r~ ~;:''''''5ROPF.F. TO.----. -/. /~C329.73 '"\ .....1.......... r~o;!~'.:.t.~R~~)O lW329.87" II \; ,1) " ,_ \) V / TOP WALK (lYPICAL) TP329.23 \ ".., / " ~ "'fr-i 0 ~--- TC329.55 TC329.73 \ ..... TC329.37 /' /9':'" 'l~ t" ~TP329.05 ~ : ,,:;: I I ........ lW329.87 TP329.23 Iff\ " TP328.87--<-....... ~.. -- 't..-----. ...a /I / ~Cl). 0 i-- -"l "- ........ I ~~29 ~~..:J );;'/'/j, ~::----...J TC32~:K. T 329 3./.. tr Z It \ \ ! ........ITC3~~.73 V ,.,329..3 ~/;/;_ TP32..2 'i1329: 3 . ./ 0 -- / I C329.42 V TP32. .23 ~:;;;; --- ;;~28.92 '\ C329 49:;2 "\ 2~;; TP32 ~.23 .....,....T TI ;3~~'~k // > N ~ TC329. 7 , ""~, ,~~ P326 2 -- 32lL" , TP328.8 ~i >~ ~3 ~ 1~ ENg.M. io~~~~~g~ ~~f2t37 ~ ~ ... ., ~ ~ 7 ~ \( TC329.42 TP328.87 -----1 \.: .r;C32 .55 TP326.8 TP328f92 PROP. 145.48 L.F. 18" . TC329.37 TC329.37 /' ....'., L!~:28 77 DETENTION POND #2 +~5~~:~~ V TP328.87 / C.M.P. WITH SLOTTED DRAIN TP328.87 TP328.87 I TP32 05 TC3!',' 9.37 \r.'-O-9 PROP. 83.11 L.F. 18" . ~ 7 PTROOpP3'28Ju.~7CT1FLo~26BO.3x7 ..J TC329.3 ^ ~TC329'22 ^ PROP. JUNCTION BOX ~ I ~~~~::~ ~ / TP3 8.87 ~P. WITH SLOTTED DRAIN J ........ ^ / ;:~:2~ 87 TP328.72 TOP328.37 FL326.37 ^ ~.~ II .. I. 7 ""-, ^ j~ _T 32940 DETENTION POND #2 , I I """--T 32890 .. ! I i ;;- "-.. V ~. J1 / '\ _I. ^ ."" TC329.37 ........ ~ TC329.37 I . "",-, PRO. 47. 2 L.ci 18" .. J \ TC 29.::l!:l I '--~P328.87 H i ~ C M.P. NO S OTTEO DRAI ) V rTP 29.05 ~TC329.22 ^ ~ II P ,;;... "6.02 .1". 1 " . TC32 .56 I TP328. 72 ~TC329 .5,2 Ii>.' C.M..v'W?n SLO TED i:i~AlN ~I TP32 .06-" I ... J ~ ~ TC329.55 TP329.02 c---. "",==-" \... '. TC32 .4<;>-- I/""V' To..... i ^ TP329.05 TC330.5!________ ^ / I ..... I ~ . . DETENTI~ POND TP328.90 II 100 .... TP330.01 ..1 r/'''- \ ..~ ~ . i'i2'""_ TP328.87J .... '" TC329.76 "-.:!'C3 .57 \ \ PLUa=~~ ~~. io~k8.~'?~L3~~~3C7 ff P:O~SED JUNCTION BOX./ P \, /:TP329.28 "1 TP39.07 \ \ ; ^ / +~~i~:~~ TO~~8.37 FL326.37 \..~~~~::3 I ): I 7 I /', TC329.42.J .1 \.. J\ I' I /' f I TC329.1Iy' ^~ :::~:::~ -' ~ f\ "'-lW330.69 "- ::::::: t ~ I I I 7 TP328.62 TC329.3~____~C329.37 "'- ~ \ . ,.-' 329 34 ..r-~C329 ~ I TP328.87 '--~28.87 J ~ TC329.37 ",--" \.. TC330.59 FG330.49" /' / TP329. 8 :1~11 1;1 "".,,~ W ~"." ',-~~~~::: iffi:gl-" ~ \/ I ^ ~=::'8'J/ if ~ ~~ < ,',-::::.:: BLDG. "B" <! I~ I' I · · 0 TC330.72 J 0 \~.~ If1\.. ~ V · 0 TP330.22 /VllI 1= \J' \ I ~ :c ,- -'- I F.F. - 330.82 "1 \ A X...7 ~ r- TC330.59 ~ \ I ...... . ,. J / TP330.09 I I - __ C) . . \ < V /,lW330.69 \ I \ II 0 II ~ .;,; 0 ~~ \ . r- TP328 87 FG330.49, IP,329'72 /// "\ \ I, I ~ ~l TP328.67,"",,, to ~; I-z)n. cj \\\ / / TC32~.54 \ / \ I i.'1 I" 'I ...1m u.: TC329.56 ---...,' ,,=~~- W TP329.04 TC330.41 "1 I I \', I V TP329.06 .... ~i-: I- \ / i/ TC330.59 1 1/2" DROP F.F. TO TP329.91 I j ", 'I II I ^~' LL TC330.72 _ ~,,~t w \/ // /~TP330.09 rTOP WALK (lYPICAL) Th - lLA I ~~f~i~~ " TP330.22 '" ~> ~ O. /x: ~:-r--t. / r' ~-~,r\ J J il>\~~:~~ v ~~~:sk '- ~~~:~: 1\\, II .~ · '" .~ ~ v~ I! lW330.69 lW330.69"'/ lW33 I' i TC332.59 i\ T..,,30.72 "-... lW330.87J ""'I ^ \ ~ \ - 'I-~TH;~I~~G;":;~;; ~\\ ;~;~; ---..., ~.~~~ ~ ~g:~~ / ~~~~~:~~ TP328.87 ~~i~~'~. ~I: ~g~g:~ ~ ~~ ~g'~51 / '- :r330.85 ~ \ i '/1 ';. '" V ci V V}; f/ TC 3o:3el-"V~ ' 330.351 "'-TP32~.44 I ' ) " I TC330 72 t,~~ TC 30.40 r_'!~ 330.3// TP 29.eel ........ "",. , 'I I / J 'l~=:" ~~;: ~ ".;0 ~ ^ \ . ,,'''.8 iLL n ., ~>;,." I 'j// I ~I. ..... - \Q (f"ifJIV TP329.85 TCTP332390.. 22 L.. ,I t.4ATCH EXist. TP33215-1 \ TP330.95 "'-"-TP329.85 TP329.85 - TP329.85 V -;'329.85 - \ TPic~~~~5 V \ / I I - I I, TC33054 TC330.35 TP329.85 ~~330.14 I I ..... i \ TP330:04 TP329.85 TC330.61 TC 0.58 329.64 ; I TC33 9 TP330.11 TP3 . 8 TP329.57 ~ TP32 1.18 "\ I 1 TP33::41"l jTP331.24 T6~:g,~~2" ! /' TP ~'fl56 TC330.04 TP330.0 \. < \ :1 \ ( 1_: \~I/ ~~5Lgg \.::3::'~2 ~\ V I,P\:61-\<\ TP329.54 '\; II'. I \ r~"""~"'".',,~ ..... i ,,'? ~ ....l~... ~ ~ ~ ~~~:~ . '" V i I ~ \ ""STING' "'.40 A' / =l:" v ' ""''''' ,. ." cc os u.'" -< "'"' ~ 'r.. I \ t----j-.y.J l ~ FG3~9.27 FG328.94 ~ -0 FG 2 ,89 ~ ~G328.~ J -.. --.- _.~FG~8.23 -:-! . -:- . 'f"'!' -.- .- -'- ". ~ EXISTING 16". WATER UNE, \\ ... \..TOP WA~~~~~~OE 4"WlDE CU:l U:A::3~~~;:-../ j"[)ETEN!'ON P ND #1 ~ ~ :!!f!~~~ : 1/' fl ''--....._.-328 \ i \. /\~.......J' ._~_ w--.---- _ w __~ t. _~~~ -- -- -. W FL32825 --;;.._. W EL....QUI._..?.. M \ [-'o<l(: W -j--- W I '< j// /FL3~08..... FL328.75" FL326.64 _ I . ',,\j. . "\ __ ,,'\ -- 'I! .-- n_ ,----'==-=___ ,./ / -W$~~ ~..l _~/ FL EXISTING j"- -;- ...-__. _. :7 .~Jt~ //=. '_=- --..--...-.-~\29-, ..___...-- ". ,./;@/~X~/~~:/~#A ~- '<'STING CONC~~_';;~~~c-==..-~.....~~~.. .-'\~;='H~~~'i'c..',O'".'l'F --_....~~~~~i::.~~F;L;;:2~5E.95/7;' ~ mm ///\::::~:::~- EXISTING 2-BBL 24". R.C.P. \ EXISTING TP331.00 .... / / / END PROPOSED 18". C.M.P. DO NOT BEVEL END OF PIPE - WELO OUTLET CONTROL PLATES ON END OF PIPE AS IN DETAIL OF OUTLET CONTROL STRUCTURE 12 - GRIND WELD SMOOTH AND PAINT WITH GALVANIZED PAINT. FL 18" . C.M.P. 0 END-326.00 EXISTING CONCRETE APRON (00 NOT DISTURB) ,. EXISTING CMU BLOCK WALL (DO NOT DISTURB) /~ - '~"''''' '\~ I ~ I ~ ....11 II I I I J) I ......."-... '':? 6' --- 1'\ ! \ 1\ '1. ! \ \ mr G 8" ......... TOP WALL-329.85 F.M. 2154 (WELLBORN ROAD) 1)4 PROPOSED REINFORCED CONCRETE SLOPED HEADWALL (SEE DETAIL SHEET C3) FL 2-BBL 24" II R.C.P.-325.93 CONTRACTOR TO REIo4OIIE EXISTING DRIVE PER SHADED AREA - CONSTRUCT PROPOSED DITCH TO ALLOW UNHINDERED DOWNSTREAM STORMWATER CONVEYENCE AS SHOWN (100' RIGHT..-OF--WA') MATCH EXISTING TP 0 R.P.-,29.DO (VERIFY) TOP WALL-329.85 12" 12" rt~~ /- GREY STONE CAP r / CMU BLOCK WALL WITH CONCRETE /,,/ /t//- CELLS '" REINFORCED 0 24" O.C. ., ,/ /~ "SHURE WALL" COATING FILLED CMU BLOCK WALL (SEE DETAIL THIS SHEET) 'i' :;) ::E ~ ! it , ~ ~ PROPOSED 2' WIDE REINFORCED CONCRETE PILOT CHANNEL "A" (SEE DETAIL THIS SHEET) o I ------ 5/8" . BARS 0 24" O.C. ~ ~. 1/2" _ BARS 0 10" O.C. LONGITUDINAL (TYPICAL) 3000 P.S.I. CONCRETE (28-DAY STRENGTH) 2'-0" 1/2" _ BARS 0 12" O.C. TRAVERSE (TYPICAl..) DETAIL OF eMU BLOCK RETAINING WALL N.T.S. (TO BE LOCATED WITHIN DETENTION POND #1) ~ Ii ~~__,..~~;::~~----__ 9'-0" I o?------- _____ ----~~-~~ I 1---____. .31" --..---..~..--___ o-:c:--------~ ----..____________. -'-h.._ --~ ~~ -31" ~C-~- '. ~ I ____ 16" CURe ---........ --~~ I 1 " 30' PROPOSED 4" THICK CONCRETE APRON (3000 P.S.I.) ~ SCALE: 4-2" OPENING IN 6" HIGH CURBING TO BE SPACED 0 31" O.C. AS SHOWN - DOWNSTREAM CURB ONLY 10 40 160 o "6-6" X 6" WELDED WIRE MESH 1/2" . BARS "Z" PLACED o 18" O.C. AS NECESSARY 5 80 20 CONCRETE APRON DETAIL (SCALE IN FEET) N.T.S. BENCH MARK: SQUARE CHISELED IN THE EAST CORNER OF THE ELECTRICAL TRANSFORMER PAD LOCATED BEHIND TIGERLAND EXXON AT THE CORNER OF THE INTERSECTION OF F.M. 2154 (WELLBORN ROAD) AND ROCK PRAIRIE ROAD. ELEVATION 335.20 (NGVD) 6" 2' -O"~-----I I I i TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY SEPARATE CONTRACTOR, ie, ONLINE, INC. IN ACCORDANCE WITH TXDOT STANDARD DETAILS AND SPECIFICATIONS. TRAFEl~ CONTBQb~l\tQ.II;~ , o I ;., PLAN 18" . C.M.P. EXTEND PIPES TO INSIDE FACE OF JUNCTION BOX WALL 1/2" . BARS "L" 0 12" O.C. (SEE DETAIL THIS SHEET) STD. 24" MANHOLE RING &: COVER ... .,~ /( j / ! , I / / / / / / VIEW -298- TCOOO.OO TPOOO.OO F.F.=OOO.OO FLOOO.OO FGOOO.OO > ----@)-- TOPOOO.OO DENOTES TOP PROPOSED RETAINING WALL GENERAL NOTES: 1/2" . BARS 0 12" O.C. BOTHWAYS ~. . o I C'l EXISTING CONTOUR -- 297 DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED PROPOSED CONTOUR TOP OF CURB ELEVATION TOP OF PAVEMENT ELEVATION FINISHED FLOOR ELEVATION FLOWLINE ELEVATION FINISHED GRADE ELEVATION DRAINAGE FLOW DIRECTION >>SIL T -FENCE" .... 3000 P .5.1. CONCRETE - (28-DAY STRENGTH) 18" . C.M.P. DENOTES PROPOSED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF ANY EXCAVATION. STD. 24" t.4ANHOLE RING'" COVER COLLEGE STATION ENGR. ~ BOB MOSLEY, P.E. ~ 764.3690 TXU ELECTRIC AND GAS '" KIM WINN ~ 774.2506 VERIZON ~ DIGTEST ~ 800.344.8377 COX COMMUNICATION ~ MIKE LAVENDAR ~ 846.2349 COLLEGE STATION ELEC. ~ TONY MICHALSKY ~ 764.3660 . 1/2" . BARS 0 12" O.C. BOTHWAYS 1" THICK POLYURETHANE JOINT SEAL TOP OF JUNCTION BOX ELEV.-328.37 (lYPICAL) 3/4" THICK FIBER FORM t.4ATERlAL 6" THICK REINFORCED CONCRETE PAVEMENT (3000 P.S.I. 28-DAY STRENGTH) . I .01 I I C'l '1,101 1 ~ .{>' 1 , "v~' I _",L_ _ I I p 1>1 1/2" . BARS 0 12" O.C. BOTHWAYS FL OF JUNCTION BOX ELEV.-326.37 (lYPICAL) :0 I 1/2" . BARS "L" 0 12" a.c. (SEE DETAIL THIS SHEET) L~I 2'-0" I .-----r SIDE VIEW /~ 1 //~ 3000 P.S.I. CONCRETE ~ L 3'-0" (28-DAY STRENGTH) --~.. DETAIL OF JUNCTION BOX N.T.S. DITCH 1'-0" I. I I 4" rOPENING TOP WALL - 329.85 ~r l r'. FL - 328.00 6" MONOUTHIC CURB . o I ~ BACK-FILL ONLY WHERE SIDESLOPE WILL NOT DISTURB PROPOSED PROPOSED ADJACENT PARKING/DRIVE AREAS AND ONLY WHERE SPACE ALLOWS FOR A 4: 1 SLOPE TO BE CONSTRUCTED 6" THICK REINFORCED CONCRETE PAVEMENT NATURAL <lOUND "OR" PROPOSED ADJACENT PARKING/DRIVE AREA DETAIL OF 1/2" </J "L" OUTLET CONTROL STRUCTURE #1 1'-0" I> .. . ~ ~p~rr' "~ ~ ri~~' . / :.. ,'-' //, t .. _., " EXTEND PROPOSED 8" THICK BEAM A MINIMUM OF 12" / L.......". I '--- BELOW NATURAL GROUND "OR" PROPOSED ADJACENT ..---/ 8 , PARKING AREA/DRIVE -I 3000 P.S.I CONCRETE (28-DAY STRENGTH) BARS N.T.S. N.T.S. -, " "" :;.-;^ 1/2" . BARS 0 12" O.C. 1/2" !II BARS 0 12" O.C. 2'-0" o I ;.. 3000 P.S.I. CONCRETE (2B-DAY STRENGTH) TOP WALL-329.85 2 :;) ;j; x <( ~ c ~ ~ &-@ BEAM RETAINER THRU SECTION FL OUT OF DETENTION POND #1 =328.00 N.T.S. i ! /I 2" DEPRESSION /1 / \~, I -----=-,()~~f'W)~- PREPARED FOR: SOUTHWOOD WEST GROUP P.O. BOX 10220 COLLEGE STATION, TEXAS 77842 TELEPHONE: (979) 693-1617 . ..- ,.- " .. \ \ *6-6" X 6" WELDED WIRE MESH PROFESSIONAL SERVICES PROVIDED BY: L.A. BERRY, P .E. BERRY ENGINEERING COMPANY 1 81 1 ROSE STREET BRYAN. TEXAS 77802 TELEPHONE: (210) 884-0065 DETAIL OF CONCRETE PILOT CHANNEL "A" N.T.S. AGENT TO OWNER: KEN "EARL" HAVEL ~..__.,.._._---,~~ 11379 POST OAK LANE BRYAN, TEXAS 77807 TELEPHONE: (979) 280-5581 E-MAIL: eorlhovelOeorthlink.net nvf) i~: r~ z -lq-Ot{ () H W III o 0.. ~'-~" _ ~~~J ~&:,.'" - ~"~:4.~"V 1:"..L.'?- .... t- : a: : . / ~0\--. ~ :w: f!>o. ~f-......" o' . (t\'V" " : u.: : ern c:- :JlL.: ::~ UJ. ~O: :: C'\.Ei f--: !I" :: ~ (J). "" IJ,i ~ :. ""'W -: "f'" ..;r: 0. Y' . .. r-/ f -. . a I>.... ..:-V. '1./ ..1Il : <<;-':." .,x .- 11/ .. ';-;,.1' \ ~.: :"\j5)<('V "'tii< : '? '?; .... ~~ ~... g W !!l ~ (k: ~@S ~nnn @~ ~U @52J 2) [L, ~ (CCiI ~ ~~ ~~~I [:!!!:!J e ~ ~ @E)~ ~ nnn d~ (;:=:1 U d g: 2)@~~ @ ~~ ~ ~~ w ~ t\I o VI z o VI > w 0:: o z ~ o z <( .-J 0... 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" ,~----- ~ I __,_ -e--' -- ----- EXISTING TP331.00 - --- _1-- /- l[ \ \ (100' PiGHT -OF-"WAY) F.M. 2154 (WELLBORN ROAD) - I I I 5 '-./ "1 .... ~" CONTRACTOR TO REMOVE EXlsnNG DRIVE AS PER SHADED AREA- CONSTRUCT DfTCH TO ALLOW UNHINDERED DRAINAGE FLOW THROUGH SHADED AREA AS SHOWN \ ~ -= --- - v stJ....----~ . "'. -_/ ~ \-/~ -- /- ~ ~ \ I ---\ r -- \t / - -- ~/ (/ I ----- --- -------- ----- -:,'2:J ---- // (PROPOSED SILT FENCE (390 l..F.) VI\ ~ '" '~ 0"", & "- CIl "- I/) If 3 "- CIl A N o '~f f ) I V "- I/) -~ - -- I I f I I ~\ --' - ------ 328 IT SHALL. BE THE CONTRACTOR'S RESPONSIBIUTY TO MAINTAIN EROSION CONTROL BARRIERS DURING CONSTRUCTION AND HE WILL ALSO BE RESPONSIBLE FOR REMOVING SILT THAT HAS BEEN DEPOSITED IN AND AROUND THE DITCHES WHERE SILT FENCES HAVE BEEN PLACED. -297 -298- TCOOO.OO TPOOO.OO F.F.-OOO.OO FLOOO.OO FGOOO.OO > ---€r- TOPOOO.OO GENERAL NOTES: DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR DENOTES PROPOSED TOP OF CURB ELEVATION DENOTES PROPOSED TOP OF PAVEMENT ELEVATION DENOTES PROPOSED FINISHED FLOOR ELEVATION DENOTES PROPOSED FLOWLINE ELEVATION DENOTES PROPOSED FINISHED GRADE ELEVATION DENOTES PROPOSED DRAINAGE FLOW DIRECTION DENOTES PROPOSED "SILT-FENCE" DENOTES TOP PROPOSED RETAINING WALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTIUTIES AND SHALL CONTACT UTlUTY COMPANY REPRESENTATNES 48 HOURS IN ADVANCE OF ANY EXCAVATION. COLLEGE STATION ENGR. ...... BOB MOSLEY, P.E. ~ 764.3690 TXU ELECTRIC AND GAS ~ KIM WINN ~ 774.2506 VERIZON ~ DlGTEST ...... 800.344.8377 COX COMMUNICATION ...... MIKE LAVENDAR ~ 846.2349 COLLEGE STATION ELEC. ~ TONY MICHALSKY ~ 764.3660 'T-POSTS OR WOODEN LATHES SPACED 6'-0" APAIa TO CONSTRUCT SILT FENCE-~ -" SILT FENCE TO BE INSTALLED WHERE SHALLOW SHEET, \_-~-- DRAINAGE OCCURS - HAY BALES AND SILT FENCE TO BE UTILIZED IN AREAS WHERE CONCENTRATED FLOW OCCURS ie, AT OUTLET STRUCTURES. ,"-POSTS OR WOODEN LATHES SPACED S'-O" APAIa TO ANCHOR -~ ~ HAY BALES ----~ ~ NATURAL GROUND "OR" r/ / // / FINISHED GRADE ~~ ~~ ,.... ^''' '\:0( ~ . ;:) ~~ - _L SCALE: 1" - 30' o 10 160 40 ~ 5 80 20 (SCALE IN FEET) BENCH MARK: SQUARE CHISELED IN THE EAST CORNER OF THE ELECTRICAL TRANSFORMER PAD LOCATED BEHIND TIGERLAND EXXON AT THE CORNER OF THE INTERSECTION OF F.M. 2154 (WELLBORN ROAD) AND ROCK PRAIRIE ROAD. ELEVATION - 335.20 (NGVD) TRAFFIC CONTROL NOTE: ----- TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED BY SEPARATE CONTRACTOR. ie. ONLINE. INC. IN ACCORDANCE WITH TXDOT STANDARD DETAILS AND SPECIFICATIONS. //' 2" X 4" WIRE MESH FASTENED TO ,"-POST SEDIMENT CONTROL FABRIC FASTENED / SECURELY TO ,"-POST '" WIRE MESH / // S" OF FILTER FABRIC TO E:XTEND INTO ./ A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL. / ~l/ /~p//,/x// L~l ________1 SILT FENCE ASSEMBLY 50' .... Z W ~ W ~ a... ~ z .... (f) X W .~ -( \\.ll.\J--Y\ ) - t/Eq // BACK OF CURB "OR" EDGE OF PAVEMENT /7 ?:/-O 1- -'~JI~ r-~)- ALLOW 2.~' TO ~.O' 4>> TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. AUGN FENCE ALONG SLOPE CONTOURS. ...... DIREC110N I'L....~~ .-.....--. ------ -- ~TRENCH-. TOE OF SILT FENCE TJ BE 4" DEEP AND 4" WIDE ALONG THE LENGTH OF THE SILT FENCE. ------. --..- N.T.S. -I --- ~ SILTATION CONTROL DETAIL AT CONSTRUCTION EXIT N.T.S. NOTES: 1 . STONE SIZE SHALL BE - 1 1/2" TO 3 1/2" DIAMETER (ASTM 0448) PLACED ON MIRAFl 700X FABRIC. 2. PAD SIZE IS 50' LONG X 12' WIDE. 3. DRESS WITH ADDITIONAL STONE AS NEEDED. 4. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 111'.- '" 1(.;1..--_.. waNI 2 rill . ~.... .... A IIUIaII . ~~IIU~.""'" .-. '" I::.l't'Ulnl;l;J'nv "'_ E'.B.~E'ARED FOR: SOUTHWOOD WEST GROUP P.O. BOX 10220 COLLEGE STATION, TEXAS 77842 TELEPHONE: (979) 693-1617 PROFESSIONAL SERVICES PROVIDED BY: L.A. BERRY, P.E. BERRY ENGINEERING COMPANY 1811 ROSE STREET BRYAN, TEXAS 77802 TELEPHONE: (210) 884-0065 AGENT TO OWNER: KEN "EARL" HAVEL ~----_._.__._..,--_..~- 11379 POST OAK LANE BRYAN, TEXAS 77807 TELEPHONE: (979) 280-5581 E-MAIL: "eorlhoveIOprodigy.net" 1 ~, w ! ~ ~- o (/) z o (/) > w 0:: o z -- ~ , e l , ~ I . ~ i I ~ W z i J ~; &0 - ~" !ii .. ...~~~":' ~ ~ -.- iMW'" : ~ .. \' 0 <y5: ~.t.:~: ~ .' ~;~: I~:'u! ~ ? l1. . ~ w : ~ ~ LL " ':N '" J.l~ -' B ,o(~ ~~: ~~ ~J~ ~J ~~ ~ . . ~ r~ I ~ =i) . ~ -. !!?: < . >- ~0' ""2' CD ~~~$i~~ ~ ''S,'~~...., . f= g W ~ !!? \:0, !!? ;::: N LL t: ~rQ? @J) ~l::.J ~~ ~ nnn @E (!!Ji) u @5 %5 2) @ @P~~ 9!JD~ ~I ~ e~ ~ ~~ ~ nnn d~ pUd~ 2)@ ~~ @ ~~ (!!Ji) ~ ~ z ::i a.. ---I o 0::: t- Z o u z o - (/) o 0::: W o t') '-I II 0:: . L5 .... . w z ~ ~ U) 0 (f) <{ X W Oct:~ ~~~ t- Zz o~W:J <(uuo (t:S(f)U t-ro(f)(f) Wo W "Z N O::OO(f)<{ o ::Jet: <(bm~ -.J ~~ . Nt' (f)Z (f)0 ~~ d(f) ~ow OWC) -.J W --1 --1 o U -.t o o N SHEET NO. ~ U)\ 0(1., (D W I.L. W !;( Cl GENERAL NOTES: 1. ALL WATER IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF COu.EGE STATION STANDARD DETAILS AND SPECIFICATIONS UNLESS OTHERWISE NOTED HEREON. SCALE: 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO VERIFlY THE EXACT DEPTH AND LOCATION 01' ALL EXISTING UNDERGROUND UTIUTlES WITHIN THE PROJECT AREA PRIOR TO COMMENCING WORK ACTIVITIES. STA. 0+00 TIE TO EXISTING 6" WATER UNE BEGIN PROPOSED 6" C900-CLASS 200 P.V.C. WATER LINE FL-324.21 LOT 6 / ~~, ''''"'''' :0:;, /- BOXES SHOWN INSTALL 7 SPACED WATER METERS AND @ 18" O.C. AS LOT \7 ,,=-0 .- W'<E' ~'1l , I I i I I ! LOT LINE ~ STA.0+12 END PROPOSED 6" C9OO- CLASS 200 P.V.C. WATER UNE INSTALL 6" PLUG WITH 2" BLOW-OFF VALVE ASSEMBLY 0 END FL-324.21 EXISTING S" X S" X 6" M.J. TEE WITH 6" M.J. GATE VALVE &: BOX FL-324.13 20' CrTY OF COLLEGE STATION AND WELLBORN WATER SUPPLY CORPORATION UTILITY EASEMENT .1, ~15 g .:J STA.0+l0.75 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 BACK 0' ",,",. CU"i .... ~-I I """'" ,.- . w.m u", /. - .-- PROPOSED RETAINING WALL EXISTING 16" X S M.J. TAPPING SADDLE WITH S. M.J. TAPPING GATE VALVE &: BOX RIGHT-OF-WAY UNE'/ - - \\ - \ \ \ \ \ STA.0+09.25 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1-1/2. CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 WELLBORN ROAD (F.M. 2154) STA.0+07.75 PROPOSED 6" X 1-1/2. BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA.0+06.25 PROPOSED 6" X 1 -1/2" BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" . TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA.0+04.75 PROPOSED 6. X 1-1/2" BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" . TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA.O+03.25 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1 - 1 /2" CORP. STOP - PROVIDE l-L.F. 1-1/2" . TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA.0+Ol.75 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1 -1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 0+00 INSTALL 7 SPACED BOXES SHOWN WATER METERS AND @ 18" O.C. AS 335 335 PROPOSED FINISHED GRADE PROPOSED 2". BLOW-OFF VALVE ASSEMBLY TOP EXISTING PAVEMENT TOP PROPOSED RETAINING WALL FL PROPOSED DETENTION POND *1 330 330 EXISTING 6" GATE VALVE AND BOX FL-324.21 STA.0+l0.75 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1 -1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE .K" COPPER TUBING WITH TEMP. 1 -1/2. PLUG 0 END FL-324.21 325 325 EXISTING S" ... WATER LINE FL-324.13 STA.0+12 END PROPOSED 6" C9OO- ClASS 200 P.V.C. INSTALL 6" PLUG WITH 2" BLOW-OFF VALVE ASSEMBLY o END FL-324.21 320 320 , ;::TA o...OQ?!I PROPOSE1L~ - BRONZE SERVlOE SADDLE WITH 1- 1 /2" CORP. STOP - PROVIDE l-L.F. 1-1/2" . TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA. 0+00 TIE TO EXISTING 6" WATER UNE BEGIN PROPOSED 6" C9oo-CLASS 200 P.V.C. WATER UNE FL-324.21 SCALE: 1" - 1" - 10' HORIZONTAL 5' VERTICAL 0+00 STA.0+07.75 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" . TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 1i STA.0+06.25 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" lit TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA.0+04.75 PROPOSED 6" X 1-1/2. BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" . TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL=324.21 STA.O+03.25 pROpOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1 -1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE "1<" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 STA.0+D1.75 PROPOSED 6" X 1-1/2" BRONZE SERVICE SADDLE WITH 1-1/2" CORP. STOP - PROVIDE l-L.F. 1-1/2" ... TYPE "K" COPPER TUBING WITH TEMP. 1-1/2" PLUG 0 END FL-324.21 1 " 10' . 10 . GO '4 ,..".. TOP PROPOSED CONCRETE PAVEMENT 16 GAGE CORRUGATED METAL PIPE WITH 2 2/3" X 1/2" MINIMUM CORRUGATIONS GRATE ASSEMBLY SHALL CONFORM TO THE PROVISIONS OF ASTM DESIGNATION A-36, AND SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM DESIGNATION A-123. DETAIL OF SLOTTED DRAIN N.T.S. CMU BLOCK WALL (DESIGN BY OTHERS) ...J VI ...J ~ a:: l.oJ ~ :t: () 6 9 >- 1Il 1Il :J Z ::'i () () Vi iD w e --'~,'~::I I n__'j I ~ 2 DEPRESSION /" I -_---''''-='- 3000 P.S.I. CONCRETE (28-DAY STRENGTH) _ #6-6" X 6" WELDED WIRE MESH DETAIL OF 2' WIDE CONCRETE PILOT CHANNEL "B" N.T.S. FL 0 END-326.00 ~18" <Il~_-I C.M.P. _ ' 3 1/2" 11 r-rO"N"G I I I ~ ~. v.- rn,c, pw, =~ .,,,,, ;0 _~ END OF 18" ... C.M.P. DETAIL OF OUTLET CONTROL STRUCTURE FOR DETENTION POND #2 N.T.S. REVIEW cnUOI'1 ~BEPARED FOR: SOUTHWOOD WEST GROUP P.O. BOX 10220 COLLEGE STATION, TEXAS 77842 TELEPHONE: (979) 693-1617 PROFESSIONAL SERVICES PROVIDED BY: LA BERRY, P.E. BERRY ENGINEERING COMPANY 1 81 1 ROSE STREET BRYAN, TEXAS 77802 TELEPHONE: (210) 884-0065 ~<>EN!,JO OWNER..: KEN "EARL" HAVEL 11379 POST OAK LANE BRYAN, TEXAS 77807 TELEPHONE: (979) 280-5581 E-MAIL: eorlhovelOeorthlink.net W I- <( o ({) z o (() > w 0:: o z Ii: o ~ ~ .Ii GJ ~~ ~ Q:: : -.fJ: : Ct: :0.. : z. . -. \at. Elf' ~'" . g W !i1 ~ N LL. t: ~(()? @I Q!!!] ~ ~ C= ~~@~ c:::::::J ~ ~ (!!Jj) ~ ~ a fl..-, @) (CiO) r ~~ ~~~I Q!!!l e ~ ~ @~ 2S nnn d~ (;:::::1 LJ d ~ a@ ~~ @ ~~ (!!Jj) ~ ~ (f) (f) <{ x -.J W 00::: I- - ~ ~ W ~ I- I-I-~ Zz O~W:) W <000 0 (k:g(/)o I-CD(/)(f) Wo W W ..Z N (k:CXJ(/)<{ :::::>0::: I- Ol-CD(D - <0 (f) -.J (/)z ~~ (/)0 W~ . ",~I- . N 0 -.J(f) W 1-0w (f) OWe" -.J W - ..J ~ ..J 0 0 z oo:t SHEET NO. ~ 0 0 . 0 :::c ..J N U) 0:: ~ L5 lD . 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