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Home My WebLink AboutDrawings1 i ~IJ I i. j ' Project Name & Location: Owner: ~i College Station Independent School Dis ` 1812 Welsh Avenue ! College Station, TX 77840 Ph. 979-764-5400 i 4" High White Lettering ' ' ee ' - 4" High Red Stripe Mitchell & Morgan, LLP 1 ~i`. 511 University Drive East, Suite 204 ~ College Station, Texas 77840 1; 5 ■ ■ ■ ■ ■ ■ ■ ■ FIRE LANE-NO PARKING-TOW AWAY ZONE ■ ■ ■ ■ ■ ■ ■ ■ I;i (s79) 2sa-6963 I~< i ~'I Parking Analvsis: Parking Stalls on Pavement: 148 (Inch I° Parking Stalls on Grass: 92 OverflowParellelParkin:30 I' 9 Total Parking Stalls Provided: 270 Total Spaces Required: Not Established All curbs and curb ends designated as s firelanes on plans shall be painted red I~ ~Jtility Demand: with four (4) inch white lettering stating Domestic Water: 180,000 GPD "FERE LANE-NO PARKING-TOW AWAY ZONE" Sewera a Flow: 125 GPM 9 Wording may not be spaced for more than fifteen (35) feet apart. r Ilr 1 ;i Elementary School: 86,343 S.F. 1, Interior Landscaping island Analysis: _ Total Parking Spaces: 148 spaces • _ Peripheral :Parking: 31 spaces Interior Parking: 117 spaces ~ Extra Interior Landsca in re wired: 14 i P 9 q II' 1~., .i ■ i i' Extra interior Landscape Island Provide A portion of this site lies within the 1 r+ s • ~ construction fill or excavation is occur . r. II. J f i it ~ i I i a 6" I' q y~ 3~I 9 ► i n Note: Crushed Limestone or Type "B" HMAC Material undemealh curb shall be included in the price of the curb. ~ Y 3" HYDROMULCH I f I ~ SEEDING ~ - N a, 4" TOPSOIL ' ~`~'',r +•.x:(." Gr.. (SALVAGED) n ,d1 \ ~ ~J" \ 8' WIDE \\\\\j\\j\\%\\%\\j / / / / ~ i4 Bars TOP OF BERM ti tzx MAxI • TYPE 2 CONCRETE SPILL CURB & _ ~ SLOPS MA 4'1 SLOP NATURAL GROUND F GUTTER SECTION - CORE NTS r ~ 1' DEPTH ~ ~j' _ CROSS SECTIO~J OF BERMI 1.1 SLOPE McNichols Model GHB Grate, 2" Thick ar approved Equoi (N,T.S. 4 ~~u . Pipe SLOPE WEIGHT W L Wall 8 t, A _ L0. J 3:1 7455 lbs. 52 in 119 In 6 (n 6 in 45.5 in Ir'-O-II-B-Q-fl 36" 4:1 9410 tbs, 52 in 154 in 6 fn 6 yin 45.5 in 6,1 13615 Lbs. 52 in 228 in 6 in 6'hn 45.5 in ~ ~ :1 11, 1 bs. 61 (n 14 in 8 n 6 ~n In #3 Rebpr ®i 2" Centers Use McNichols Fasteners to 42" 4:1 15,010 Lbs, 61 in 186 In 8 (n 6 in 53 in ~ " 6:1 23895 Lbs, 61 In 276 in 8 (n 6 1n 53 in ' / Centered Within 4 Concrete anchor grate to angle iron. PLATTED 30 BUFFER Backfill Wood Float Finish Backfill % ; ~ 129: MAx Mgle Iron" % " - - - I \ - I . - 'isT:4" Thick Concrete?`i:~:~:`t#.. _ w 11~111111i1~111 I ~ III.I L -Ilh_ II_III i _m_Ill-_lu_ II~IhIII~IIrn~!:,as'~.'~~F~'rvsi::i~'r;ray,e~•R';'yg3:~~ri,~..`:.;r„°'.;.kh:o-,~'_"''!«,t',' ~ ~~I~ Ili ( 3'Mln, 12 ~ I I I~ I -I I~ I -I -III- - I- I -I I -I I -I I-I I-I !=1 - i- I I-I I -I _ Concrete T Imbedment * " 'I' Anchors ~ 1 2 .CEMENT STABILIZED SAND Prepared Subgrade / ~ A Dla. I \ G , r r ORI LIME STABILIZED SUBGRADE ■ _ / ~ ~ 0P - 12" Min. \ + / _ ~ r 1 ■ Ex ansion Joints ®60' o.c. Contracting Joints ®5 o.c. 6" . ~ ~ / 1Q h 6" Mm, Wall 5" Min, ( ) / ' Sea Detail A' , NTS " ,~IID VIEW ~ s 5 CONCRETE ON PREPARED SUBGRADE IS ACC PTA ~ ' E BLE ~ , :s , , f fYl~~ ~~ii- ~~'i ® ~ 5 ~ % ~ i -I ~ , S' ~ / \ Concrete ~ ~ ~ F~ ~ I Curb- As Shown on Plans CQ ~ / ti ~ ti F / U• No Expansion Joint 2,0% Slope toward Curb / ~ / 1 -S / ~ G / t 4 / `\N , .N: et.^ .%<4'• . ' h'l ~ WT.T tiri+'~y' ,4b;t, . I.:~ ~ / V / ~ t!•*"w ~rf,.. ,.r' ra;l~lAi;Y`Nr:4ia°~'" ,y 'i,... ei:;;o,~'~.i_ r irti%l.••'::::;,:,;:.; rh.":<:~rXk~r ^ ~.,:,,',5:: 4.i;~,h~ ally:'..m.r?'r..I.+,a.:~ut'_y_M;,-~'dl:~ta:r r+, -r,;,~r„ ~ J 'L ' VVV SO IM / / / Cllr; o ~ ~ ,o / ~;;,1:- 3 Bars ~ 12" O.C.E.W. ~ j ~ / a 1 _ ~3 Bars x 24" ®12 O.C. / "~~I~~'I~ ~ % ~I , i 0.33' 0.67' * ~ ~ / - 2" Cement Stabilized Sand 1 Y / k' g. or Lime Stabilized Subgrade I ~ + - > / o f / v~' , 0 \ / ~ ~Q~~ ~ e INa K acer~ ~o ur ~ / / J4 / NTS / ~ 0 .Drill 9" Min. in Curb Epoxy / / , / er TxDOT 5016 No Rebar ~ shall be "stabbed" into '°°s / : , reen concrete. II / '9 '.:~~20"' 5 CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. 4-2 + 1-4 Sch. 40 PVC Sleeve for Electri Service / ,•;i✓ ~4s~,~ \ p ~•sf23:jA ~v,~'v,~. ;`ire . J ~ J:,a, ~ ~ apt"°w~2 'tN3~' ,c~,'~~ , .•a , / !~y 4 t~, 4.' Tom'+F _ ~ ~ '';C F i Pull Box I ~~F3' •.~~,~~~•(,,.(~'7J'~~+..a~~a.~ ~m r ~ ~ ~;1:-:~.: ;c1t~d`~ ~ t ones: ;ol a . f~ ~ Pro osed 25' PUE / , e . ~ ti era ~~aa~~~,;;~ r / r.. iG~i: ':1' l Overflow Parking ~ ~ : \ On Grass / i. a 3 ,~:~r:,. . +rc~~ / ~ ~ \ , ' :fin yr, ~t „S- m~Mrr:, µ :{t`. ad^r jl'1'~-`j' r k. / -,")Jig: ~ t " S - l - 6° Elect Sleev I as ' i ~5tx~~ ~ a'~a~,-:, ' ~ 5!, ..i 1~~Q+•,ra~ I~~~Si~e~v~li•~.fAGq~~'er~i9e v 8 ,Water ine N1-01h, -A rye ~r. \ r 00., y ONE / / + + r R x d r vFN [?~c rer Pfd a3e "tit 1 41 5,'Wlae Sidewal •r' :rr,~rr-,~'~'~~' R=1215.00 Pr°.posed F r ell'. a+~''a;;x OR Irei, drant ;g 5 fix, w IMN D=42 13 03 i~t'.. ?-.t f ff mc~ eaFz n s~ .D'artmtinetro;f~, L=895.26I 4 i 31 p1('~IUPT \ / 1 5 / / / ..frratlonc~~Metec r,~, T-469.04 ~ .t PLATTED 30' BUFFER 5 / R O xJ~9yy! fir,uv u LC-875.14 / R2. g~;L y4tirs. / .i ~ ; \ ~i / i ' / ` .y^n~i.~i ,r ! c I..lty 1 t1'j;}.•'Lrr,n"' .rte, ( CB-N 16 56I28II E Y' iLgg , j Sj (a , Lj,~N1+7i 1 :4-. X1,Y I:S111 i.tl • ::R2 '1.' r. s v •y 'fy`.m '.}~I'~~:f~~z +,~~~Y,.t *%rcN " iii 3 ti~~ 5' TELEPHONE 3-2" EASEMENT P • .r.~• " ~ , ~ / : r~~ 7 . f Tele 4154/332 Overflow Parking R1100 6 Sam e 33 r \)G (On Grass) % ,e 2 \ R1123 - - _ r ,j 00 VARI1BLE WIDTH / f A DRAINA~Y+E EASEMENT o , s f o + + , / / 4 9 s R2 . 5_ 50' PUBLIC / + F w ~P F a,o + , ~ R1.O c' tt ACCESS EASEMENT / % X 23 rgi + % R1O` 4 B/C R= 65.0' x ' R2 Overfl B/C R= 50.0 20' PPELINE EASEMENT 1022/807 8 C R=25'' crE cTE-- ' ^ x _ 1 ..GTE CTE,-----_-_•---.-GT'--......--•---•--•---•-----.-----•------•-------- / ---------••~>.~r - - - 'i -CiE -'_--'GTE" Y~ - - .•1! f J - GTE-/ i G=G ~G---G-~G --G G-j-G-C-C G-C-C-G-G .GL C-C-G-C --G C-C-C-G-G-C-G-G G-G-G-G-G-G-G G-G-G-G-G-G- _G-G__c` N - -G-G=-G-G^b-'G'•~- ~'G'--"-~ G-G-C-C-G-I•G G-{-C-G-G-G-G -G-G-G-G-^-G-G-G-C-G-G-G-G-G-G-G-G-G-G-G- -G-G-G-G~ G- a ~ ~g^°__..C^G 'o W 287,70 ° r S 41'20' 59 S 42 06 40 W 726.97 r,~~- 1 - ?0 58 W 393.31 Ca co ;I - - - - ' - + nr - - - - - - 1 - - - - - - - - o c _ --l w I1 a 'N t-, RA - a tli (6 S:IProj\0370-CSISD•ElemenlsrySchooi1D37G•Cl-site.dwg, 0 5/0412 0 0 4 1OM-05 PM, 1:50 r • ni +u sass, t y I I R=40.00' Irri ation E ui ment Table 9 q P D=81°11'47" L=56.69' _ ti ~ Quantity Symbol Equipment T-34.28 ~ o LC=52.06 ° ~ 1 ° ~ ♦ S . CB=N 44 49 48 ~j,~9~ `t 18 0 TORO Control Valve 220-24-BSP Pressure Regulated 1 ® 2" Meter 19 ~ In-line Brass Isolation Valve Match pipe size) F / ~ 0 25 50 100 ~ ~ ( / ~ „ ~ ° S „ I i 1 N 2 Double Check Double Gate Valve N 84 51 O8 E ~ _ ~ VLK ACChIteCtS ~ Scale . 1 - 50 , t Ixh 59.64 Graphic Scale in feet ~ 7915 F.M.1960 West 30 C~ Quick Coupler Valve , o 1 ® RAiNBIRD Controller ESP-20LX Plus, indoor ti ° / Suite 214 Houston Tezas 77070 %o-._+e-% - - uarter• 5-Half 180 ® HUNTER PGP ADV Nozzle 2 Q ! ( ; a Y- m - 6V Nozzle 8 2816712300 I sit 52 ® HUNTER PGP 3 ( ) 56 • HUNTER PGM-04-A-V Nozzle .75-Quarter; 1.5-HaCf ) 30 I / / ~ 3Q' BUFFER ZONE LANDSCAPE 214 40 • HUNTER PGM-04-F-V (Nozzle 3.0) ~7mn 8 ® TORO 570 Z 4 -EST ~ ~ ~ ti The Landscape Alliance 8 / ~ 951 W. Pi eline Rd. #111 D p 28 ® TORO 570 Z 4 -SST i ~ Hurst Texas 76053 ~ D, 21 6 TORO 570 Z 15 090 ~o s • 817-589-8909 ~ ~ > ~ ~ / Piay Area a, ~ 47 8 TORO 570 Z 15 -180 ~ CIVIL 9 0 TORO 570 Z 10 -180 s Mitchell & Morgan L.L.P. aAPE I , ~ A11 ~ yo '0 Overflo Parkin , ~ t~~ ~ ;s~ 511 Universi Drnre East Suite 204 Hance 1 © TORO 570 Z 10 -270 g 4 tY 4n ras t 1*iiirn 15 0 TORO 570 Z 8 -090 ~ ' a ~ ~ . ~ e~ Coll a Station Tezas 77840 _ ~ ~ \ fB~ f A9A AAA AAAA t _ _ _ ■v I AI I L-60M - 1 Ih1~-d_ s _ _ - i ' 57 e TORO 570 Z 8 -180 i i 3 e TORO 570 Z 8 -270 - ~ 8 TORO 570 Z 15 120 2 ~ Q i l.l~ L.L.P. 'cite 204 4 0 TORO 570 Z 10 -090 ~ 77840 1 ® TORO 570 Z 4 -CST ~ , I }r 1 ~ , i~ 1 I f' JRAL . i uultants ~ . site 505 - ~ i~ ~ ~ ~ ~i i E. P. ,AN9 6 ~ry c, Inc. . ' F.. µY ~1 1,k ~ / / fi to 150 j ~ / ; 77040 i + ; 9 7• I ~ + i ir+ i1 I N d~ A• h Y Overfl in ( ~ ~ ~ ~ ~ On Gra ~ h f R R=1~~~15100 ~ o ° ~ ~ D=42 1 ~ 03 L=895. ''6 T=469':04' ~ ~ ~ Install Cor~troii LC=87 ~ 14 ` ~ Room D-156'. ~d , » 30 BUFFER .ZONE CB=N ~ 6 56 28 E aJ ~f ~I ~ ti J~* ,i ~ _A1'~5 y , ; TTY x. i~ / ~ J. ~ l~' k p ~ ~C 1 ti I C~ t. f ` 1 / ~ 2 r 7 ~~i , ~ / a. ~x / . i / J~ i ~ 51, W ~ Overflow Parkin ~ i ~ j - i, (On Gr s A ~ .....~..,'t r / I 1~ ° T 1' f y~ / i~ ~ . 3f" ~t / i ~ ` iitR ~ ~ ~ h I 3/4. ~ z, A to x-vr I`Q9 r x-~/r I x. a/+' ~-iµ~ ~_~/x. r s/a. r Q. ~-~/x' 1 3/~~ h14' n r ~ . . ~~r ° 287.70' ~ S 42°06'40" W S 41 20 59 W } S 41°20'58" W 393.31 J ■ a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` GREEN'S .1 ARCHRECT )L 7 T•~-r~ ~ NOTE: f' - TWO INCH IRRIGATION WATER METER WILL BE SUPPLIED PER CIVI J IN LOCATION DESIGNATED ON THE PLAN. CONTRACTOR WILL PRO i AM INSTALL TWO INCH DOUBLE CHECK DOUBLE GATE VALVE. F DATE ! - VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION OR Tf VERIFY LOCATION OF EXISTING SLEEVES. SLEEVES ARE TO BE IN AS REFERENCED IN CIVIL PLANS. M6- - PIPING LAYOUT IS DIAGRAMMATIC. IN SOME LOCATIONS, PIPING i SHOWN RUNNING PARALLEL TO LANDSCAPE AREAS UNDER PAVEME FOR CLARITY. IN THESE LOCATIONS, THE INTENT IS FOR PIPING { E OCCUR IN LANDSCAPE AREAS. IECT NO. The Landscape Alliance - QUANTITIES ARE ESTIMATES; CONTRACTOR TO VERIFY PRIOR TO BIDDI ~ 957 W. Pipeline Rd. #111 D 1 1 C4 Hurst, Texas 76053 ET NO. Metro: (817) 589-8909 }J loo ;HITECTS i L ELECTRIC VALVE AS SPECIFI D i + ' INE 12" COVER MAIN LINE, 24" COVER LATERAL L , iMRE CONN ~CTORS AS SPECIFIED WITH 12" EXPANSION COIL FINISHED GRADE BALL VALVE AS SPECIFIED WIRE BUNDLE ~ FINISHED GRADE VE BOX AS SPECIFIED - VAL i - - - - _ - - _ - --I _ - - - -T-- I 4„ - - ~I _ -I - ~ - I - - - - I- - ~ _ _ - i - - - ,1 - ~ - Y~~rr is I - - - - - ~ - • • - i - - - • - - st - - 14 _ ~ I-l i I-I 11=1 I I-I I I- I - ~ - 70 PVC LATERAL LINE ac=. _ ~ i i- FIRMLY ON TRENCH BOTTOM, _ i PIPE SHALL REST - - - I BUNDLE WIRE AT 20 INTERVALS. SNAKE PIPE IN - - T STACK PIPES ~ - ~ TRENCH FROM SIDE TO SIDE. DO NO o o ~ HORIZONTAL SEPARATION. _ o°o°o°o °oo°pooo 0 0 °°°°0p0 °°0 °0 00°0° o o ° ° °,p IN THETRENCH, PROVIDE °D°0000 °p000°°p 0°Od? °o $°Qj°°opp,, 0 0°8°00°00 °0 8 ~0000~0,° °p0 Ooo c °8 dao oLPo 0 0 $°~°p 00000 p 0 000°Op QZo c0,~o ° o0°S° o o OoO~ o° 00° ° 8,, o$Oo0 O~oOod~oO°OO$O 0 0 ~ 0 0 ° 0008 $ o 0 8$~ o o° Oo0'o$ 0 00 O ,p 0 0 06 0 0 0 $p O p o 00°0°0°0 000°004 0~ p a ° p00 0 0 0 °O Oo 00 OS 0 ~ca0 0 0 dog°p 00000 00°0 0 0$°80 0 8,p $°$opo °0°o°80p°ooo ~°8°~pup$o0 0o°o°8poo°~ o 0°$$0°8$°0800$0 - ■ - p0o 0 Op 00pOD0 °0013°0 0 00°~ o OoooOo$O ~ o o$ o _ 000 0 0 08000 0 $ a I r~ - u i its i i n 6 GRAVEL FILL ~ I T i~ i. i f .t << ~ f 24" WIRE EXPANSION Oll PVC MAIN i 1'~ 1 l s i 3. 7. i F I I Y } ~I i i~ i FINISHED Gl VALVE BOX AS w ~ SPECIFIED C AS SPECIFIED BRASS Q V I OX AS D GRADE - VALVE B FINISHE I LED STACK AS REQUIRED - - - - SPECIE i - - _ - TO EXTEND BELOW VALVE I = _ - - tr` I - - ==1= ~ - - - _ III-III II - - I-III-III-I - - - - i 1= = I=1 I I=1 I I=~ I = i i I_I I I - - - = III=III=III- - - - r . 1 - I _ - - I i I-III-III - - No. 4 REBAR - = (_111= 1 - - II II Inc. - ~ 3M-OBY - - - III III _ - -I - - 2~' ~ ~ r c~ 150 =111=111 WIRE CONNECTORS = - -III - - - - STAINLESS STEEL III=III= AS SPECIFIED - .f{, HOSE CLAMP = III=) I-= - -I - - - =III- - - - - 111- _ FLEX NIPPLE - - ooo BALL VA VE AS - o p o 00 0 0 0 00000 0 OpOpOp °oo opo° pp 00 ~ o0poo~ 00 0 00 0 SPECIFIE , 0008 0 $ o 0 00000 0 08 R GRAVEL FILL o 0 0 a 000 = o 0 0 opo°8 0 0 0 0 0 0 0 o I o 0 0 C~ t~ p o 0 0 0 0 6 DEEP 0 0 0 ° o 0 0000 0 0 QO 0 0 0 0 0 0 00 - opp~ ° 0 Op o Op®o O t 0 O S 0 0 I GRAVEL FILL I o o $ ~ o c~@® ~pQ 00 0 0 0 00 - 00000 0 ° o 0 00 00 - 0 o p p ®0 0 - I 0 0000000 0 o p o 0000 t: 0 0~ - 00080 0°000$0000 opo° ~a 0 0 0 0 8 ° o 0 SWING JOINT AS SPECIFIED J PVC MAIN LINE ~ i 1 ~ ~ I y f I 1 t 1 I ( I ~Y i I ~ GEAR DRIVEN ROTARY AS 5PECIFIi _ I I I SET TOP FLUSH WITH FI ~~~adr i~+~1. i - ~ I TF[:---:::i i iETFE m iii nii~i~lni~~ii i III,~JIIIIIIIII ~Illllllli ,III-mi ARCHITECT uui ~ I I I~I I I I-III DIRECTOR PHOJ.AACHfIECT SJA JFK iii, ui-u IIIIIIII IIII III III I I ~ I DESIGNER DRAWN BY PVC FLEX TUBING AS SPECIFIED GPK BELOW CU .a PLASTIC VALVE ro'E ,~~o =111 VIII- ,.SCo o-Ax LATERAL MANUAL CONTROL VALVE i l 1-11~~ 1 1 lil l i i ~ l _ASCO 0-RING SWING JOINT III I I- ~ 12" MIN. LENGTH REQUIRED 3LL ~ SHEET TITLE -I 11= IRRIGATION DETAILS FEMALE ADAPTER I~ - 1=111. ~ II III III I III ?ri- - 1I1=1II III-I I I_ APRIL 30, 2004 III I I I_-1 I I 1 I I 11 11 ~ ~ III 11~=111111111111 - III-I I PVC LATERAL LINE ISSUE DATE ittf REVISIONS AILS IE DATE 'cp.'~00.00 00000 III II i CLOSE .PE,'GuVELn rviP ~ .III III- li- MONS PVC MAIN ~ 111 I I, ~ I ►1ECT N 0. MANUAL ~ON~f~OL_ VALVE I T""rFIGAL OtAR DRIVEN R( _ET NO. 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