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HomeMy WebLinkAboutSite Plan 'p' , , , > , "" ",' I I ~, ,I, :' , , " . , , " ", ," , 'I, , , , , I" " " " , ' 1 "", , r ' ~ ! , .. , ' , , , I . "I .I~ 1 " , , , , , , " , " <. , t:' .I! , , -, , ,,': : " , , I /1\ ~ , ".s.:yuo "IV crI /96,,,; ~"~;r-aaf l' -~ v(J. ,.. ~ \ ( t1 (l I "- '--'" I I I I I : I l ~1.5rf1 !..lt1 I t;"'S l,..; ....1_ I .1 ;.L . ~ I ~ . I ~~~, t1 I ~f i r..,- ~"1 ~ t'i I ti ~- I~ )- - \ll~ >~ 61 -{~ I~ " ~ 1 e., , :it ?-~ 4;,,?- ' --~~ I 'V ~'." , I ' ,> " " , :' "" "'" ' ,;::' ":>;"~.i. '. ,;'i, ." ",I,':<,,'l: Y " .. ':1:"'.':<' " ,'" , ' , ", ,',,:. '> , ',' '" " . ,," 'j ;. : '," , 1\1) t'\ \ . \ \ \ , \ \ \ ~IO.' \";11:1'- ~1oJ't~}~ F' ~y-. ~."'" I'... , '" " ',1' ' ,I..; , ,'" , ." ',,':.1 .;il. ,.... " :' , . ' ., ',' ,': ,.".' , " , " . ',~ "', , , ," ,., --..:. . . , ,.; ": /," .---. ~, "'\' , , , '''-. \: \! , "< ' "',,1' "', ' ,,' , .' ~_.\ '''''' ~!~~:'~t'~~Y:;,L~ "",~'~ ' .. '" " , ,'\,::,',, . 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"I ' .;./' Ai.-'" './." . ," . i".' , 1'- ''./-'''': ill" ~ ,'" , " " ", ..:',i " ~ .1" ~/"" . X .,' ,:',," ./" , -... "- , 'I '.' .' . '- ...::....' -..... ./ ~ ~/ /" . '. / :. > .--- '-.....;..~ ---.............., ,~,.!, ," '''/ '.' . "-.....--..., -- - - -:;......--:-~ ,...- I. ' ..."'-- , ..,,, "~..,,-- ,,, -- '-:-- ' I,' '- -- --, -'- -- -- - -- ---- -~ ---- --;-.. ",' " -"- ----.. -'- - -' - "":" , ".'~ ", -~..._-"... .,. - -=--=::''''-':''~-'''''''~'_..._--~_..;, '~':..:;' ""',',, ~ -,' ....-:., i ~~_~ =-:=~-;::=-== ---=-~ -_-C-~~~~)'r:~ ' { ,/ __ ,.,....t> ",' ' "'11 .":,'-.,.__ '. "f /.,... ", . , . . -...... ~ /~~~~ .~ f { I ( I I I I I \ I , \ \ // '- - ..--'" "" ' .,,', "... .... : ,.: h "'T.,'" ',', , -' .. , ...' .I' , ,.~" '1 ,,' " ,'~" " . ' ''', ' . . '. 5<;. .. , : , , , ~1~ bO~ I] -1 t'1 1fJ_4 J ___ ~ rrr . ___ ___ ..--- 14;..~ Ol--r'~ - ~e;; ~~l?~ ./ .,.." "~~,,, "" ....... " , , .." I .___ __ = --- '~1G. : ., ... "'11 'l ~: . , . , , ).1 *" ;1" ----~ ~. ~/ -:: - -- = --- - ...... - ............ ;. ~ --- ~ --. ~ / / / / j / -- --- , --- --- '- #" ............'--... " ~ --.......... ~~~~ '-""''''''''--- ~_:."":'" - ~ -- -- --- ---- -- - - --- ~g, \ --- -- ""-.... -......... Llf , , ~, I I I -.........- , " ..... . ", ,;" ,I;".:,; I , J' ",. ',' ".,' :. ..... ; ',' " .. \ \ , , ' , ;. , ,.. .. '" ,,&. , . , ,,, , ,. " . ',. ...:._~ "~l$"'.....J" . 14-r~c:l? '~1,.;.1l I~U,"-r~I' IW,,",I " 1"'-''', DJ$~GN CR~1tRIA P NEW ])1Q\INAGE . It 'R:l1OTLON , ",' ' /I.!o( ~ " "i / / / / . I "e existing COncrete ltA?x: pul\Terf h fl6wa.from NOrt(hw-r,a~ east beneath SH 30, was de$lkned by t$ State"Dep$rtmentef Publb Tra:n.sportatto.tt" DH) and :comP'l 1912 ~heneX:t,e to "aeh .end, alc,fs wit d. I ".. €I.! ' . The d:ul'Oel't high (inside dimensi:OQ~ on flat gf Ele" ()~27.!L5). vation is 284.5. "Cap-'ity is .Jor a f1 292 feft. pet':se Thus: the earthen\hannd do~~t:r faf th~. culve~t~ave.& b vatton ., 275.5 and'slope downward to tbe"tnters~et1o'tt with'Walf . 270.5, 1:n a distance af 320 h.Bott01l h of diteh mwstlt8.t ther~fore a width of 8' has been selee Side slopes shall ,~ot b~ ~t than I on 2. t . '.. -:-.. ,; !'}, " I 1 " '- - " .,. ~ I ~ 1;- ~Il :' .~ I '-1 -" \ \ \ \ J ..... "f() 'Y / / / / / ( / Construction of the proposed drainage chann~l shal~ be as follows: , ,. / :...:" Im.Ol It,O-J,;;>J I I l The proposed channel will average 60r 7 ft. depth, when qon8trueted ~n a' straight line perpendicular to SH 30, ei,ellding from the Gulvert: to .Wolf Plmo . Creek. ' . I ~' , , J / !""-- - /' , " / / I).) 11-0' t..t'hJt1 )( ,4.1'1/ ~~, -~ 1.,,1.-.1:7 ~"'~~l,.- F"lpt~ / I { 1. All debris and existing trees shall be removed from the existing ctr~ cuitus channel. This debris shall be haul~d to a sanitary fill site. ~f controlled, burning of branches, brush,et~. and other combustioles ma~ he permitted, the City Fire Department requir_s notification prior'to sitcb &urn 2. Following clearing of the existing c..nnel, soil excavated fro~ th. n<<w channel location shall be placed in the eXist~ng channel, and shal~ oe com~a ed in layers to a density comparable toe~isting undistur},ed .o:U~. or to a, minimum of 90 percent of Modified densit,;as determined oy A.S.r.M~ D~lS51. cess soil may be placed on adjoining proper~y to raise the elevation to that the 100-year flood. . ' 3. The side slopes of the new channel shall extend upward at: the lon' 2 slope to the elevation of the 100-year flood, at: 4:280, (+283 at Texas Ave ),. or.at least to 6 ft. above bottom elevation. e the. 6 ft. height o.f ehannel,,' slope it may be flattened and extended 0 Jrd to eet ,existing arade.. '.rto the 100-xear t\?.9,d he~~ht. _" . . 4. Following construction of the channe e side slopes shall be scari~ied and sodded within 6 ft. of the Southwest erty line. The remainder shall be fertilized, seeded and watered to init a grass cover that will resist erosion. If accomplished during summer wea~her, hulled bermuda seed shall .~~ used for grass cover. .' /) ,I . ". / fl!t I y,.. lJ,~, p'\/'t:...~ ,,",~.Jjt"1'I'" .....U~':t. "'~""bW VI7 I I ~~ r .~ I iJ4' ;;'! I I l,.'li~ I a'~, ~""IP~ P'b.C7 'V/ It'll I~' '"WAt.... j.,1""~ - ",i~ ~~ ~Ul&_ \~/"j,..Ao-1"~ [ I \ \ \ \ \ ~ '" . f".' , I I , j I I I I \ \ \ ~\ \ \ ) / ,./ , ~~ --- , , t- 6 ,vc::>e:; w~~p ~C'i..~S f C -C' t:'.c.., {"'1"Y~) . I I /. I / I 1 u~ : "'" "-... --- .216 01 I e)(I~1 H ~ 'bb" \.v;60-"1'~c.. (>1>0'- 1'0 ~1<4.J>.llJ I I >' ~G::.lbk ~O-r~ g , AL..L-- H~'y'A.j..,~' SHA-..t...~ I~~ G&~~~:t~ ~ u t.<:? H Pk I )...j...J Go ~ \ VI '1"'1--1 .,. l+~ "'-I 'I a " S"'~lt'l-l ;;,ID~ ~~' ~~v~F21"'" :;'~I~'?,A..-r10H? ~ ~, "--.., -.......,.., --. 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" " ,I, " " "'" . / , ", , .~,u~ .!.'~' ' , ~t\;~!:'~t~r~~:'~j) . . " { , ~ ,J +fiJt:J:. "" ,,' , ... " " " .' " ;', , . ': 'i.;,:, ,;,,,.?', , , ."L, ." " '.'" , III ..tI ItIOkl....' ot.. .nd .n......r. ..L J..... . ham'. t' aarl f. mctdft~, .... ... , "chi'act ~: profa......' ......... ....... L; poat ,-flce ~x 2431W .... .......,. '.xi._, k_t~ ...... c..., '. 40624 . ...... I.... ." pitoN,." __ Me.. __a ..'.... ... 27~-t'M 4711 Ht 1'.: -- - --- ~ - ~---.. ----. \ \ \ \ ~ r- <<"\ ~ ---- ~ ,-- ----..... --- ~ , -"'M,,~I1WC, t.IA'TiJ~L-_~~_~______ ~ ~" ~, . I. poat office box . dfw airport, t.... 75281 phone .r.. ..... 258-5158 ", , - /, d.;~. i ~~Pl)s,s.f;> DI-r' c..H .IMT' "/"I """/'("",r, :;11'/& 7n!E/l17.:::t/f:;!J://1';;t: "'10 M <'/.1_ :r> ~Ol ~-'" f .~ - "'t'1 ."/6:" ."/ .. , , , " 111J....t;.O ~ II "'. .... ' 'It't:' ~. ~~V'V ~""'~J~ 7::~~W;:;;;~M . /~" 'ih'ff;; . on"'. . .. MA 1/:'..';} :lJ\J I $"~"'.I ,_ ~I.~P I~~ IC.. ~_ 1J.~l...I" I~f" M:,,: \fII \\ ~' {\ i ~.,.U' -=. I r- . CS r tt \~ ,~ t{ ~ . W. A _;... A.1 ~v~ --'-- " ",' ,... ',.' " , , " '. , , , " ," ',,1 , 'i,', '.; :.:1 , " , , . .. I':,," '. \,'; , I i. .. ... (:; ~. .~. :"1 ' ":." .', 'I · l~;'1 ;/ '''".l'l ; .", \~I ''': '" , ;; 'L ~;'i ~tr . .1 .;;:."1 ,.1 " , :"il ':" ,I:i .'~ ,I [';1 . . JI I { , , ',,' , '," , , . .." " f ,{ ."'; , , i'l':'''' "",.1 ,.10 , I.;'''J ~ .... -9-11 .. .' " ~*' ;'1~ J-1:L ;~ " ..' .;,1 ':' , " '. \i',. ;' , " :.. . .:( ~t~1 , ,', , " , " , ~I ~I , .. "...' . .. 11 .. :, ~~0~,t~1 , " I.. ~:I 'I , ,:" .. " .. I . I ,," ", . AF16718 fW" E~CTRfC <, ,,' , {, ,,o ;j~,,' J " " UNDERGROUND CONDUI' GAS LINE SANITARY S&:WER STORM ~EWER PROPERTY LINE EXISTING STRUCTURE rr.B.R.) =TO BE REMOVED . EX.ISTING ION -~- It "''7 . -$- ....-:..-- DRAINAGE PATTIRN ~ II C"l C"l o . w () <( cz:: ~ o A- i ~o11 1 . I,"l~ M, S~ 2 . 1% 11 QUANIITI e:S ASPHALT PAVING (sa. YDS.) CONCRETE PAVING (CU.VDS.) APPROACHES ASPHALT (Sa.VDS') CONCRETE ICU:YDSJ I I CATCHBASINS WATER (L1N. FT.) ON SITE OFF SITE SANITARY SEWER (L1N. FT.) ON SITE OFF SITE STORM SEWER (UN. FT.) ON SITE OFF SITE. AREA CHARGES (DOLLARS) SANITARY SEWER STORM SEWER ~WATER _ GAS CURB (L1N. FT.) NO. OF PARKING SPACES AREA TO BE SODDED ~~ 6>0 100 t:? '1 If ~.,... I b'1 ~ s&2., YP$, NOTE ' THESECUANTITIES ARE FOR PRELIMINARY ESTIMATES ONLY AND SHALL NOT BE USED FOR BIDDING BY CONTRACTOR. P~eH II C/A-rA %u D if) ~.,..~/ S-r.A M ~p " SIt1 /...I ~D') .,.,,: ~l...F4i.Y ,A.~ faO>c .,etbG' COj...j...~~ srr"A.'T10t...JJ ~ 11e,4lfO 5e!"-J (;;' il) <;'I"""~ PL...A~ -r"LO: A -rrw f tvt ;i/l:. t<,Aoo. ~~~,;~~ ~""(Aj...f) "')1(, i1e", I NC>Te: 5 1 The site plan is based on information contained in au. vey by: \'YA'11J~ 1-"1, HaWlt:1~, k..,,4..';fF:.,. f....., ~# ~J..;J.,..IMU ...ESU .1 W.I'.:"~...~ . 51C-~~"1"~'1..,.f"'; .:"'1. ~~"lL~....~..~.'?f"I~"1 The contractor shall be responsible for the verification of the location of existing utilities, the connection of util- ity lines from the building to service lines, the exact 1 0 cat ion 0 f tap on.1 s,. and a 11 fee s s h all be the res po n - sibility of the contractor. I a. Water Service shall be: 1" copper from bldg. to ~lain. b. an ew r ce shall be: 411 cast iron extend- ng 0 eyon g. and 6" V.C.P, to sewer. c. Electric Servi e shall be: Underground, unless other- w se no e on e site plan. It is the responsibility of the contractor to furnish and install all labor and material necessary to provide electric service from the nearest usable source to the building. The contractor shall coordinate this phase of the work with the local utility company. 3. The con t r act 0 r s h all b e re s p 0 n sib 1 e for the d e rn 0 1 i t ion and removal of all existing structures, vegetation, fen e ect., unless otherwise noted on the ite plan, or landscape plan. 4. It shall be the responsibility of the contractor to con- struct the new curb cuts and driveway approaches in ac- cordance with state highway department of transportation soecifications. 5. Underqround conduit to signs, lot liflhts, ect., shall be sized according to the load served. The conduit shall be placed in grass or landscaped areas whenever possible, The location of the conduit shown on the site plan shall be con- sidered to be schernatic. The actual location and size shall be determined by the contractor. 8. All green areas to be odded, ept large undeveloped areas which shall be seeded and graded. Consult Taco Bell area en- gineer for any uncertainty as to sod or seed. j ''-'< , . " 6. Prior to starting construction the general contractor shall be responsible to verify that all required permits and approv~ls have been obtained. No construction or fabrication of any item shall begin until the contractor has r e c e i y e d all p 1 an sand any 0 the r doc u men tat ion fro 111 all of the permittinq and any other regulatory authorities. a lure of the contractor to follow this procedure shall cause the contractor to as ume full responsibility for any subsequent modification of the work mandated by any regulatory authority. 7. The contractor shall be responsible for verification of all setbacks and/or easements before beginning con truction, 9 . t..'}> j~h~a 1 t P a v in 9 : S hall bel" a ph dl t war i n q sur fa e 1 di d 0 v e r a 2" asp a t base olaced ,)ver a 4" ru hed tone ba e, u[lless required otherwise by 10c31 paving practice, 10. Shall b 6" thi k, reinforced w/6x6 10/10 woven over a 41 crushed stone base. 11. For additional specification refer to Sheets SP-l, SP-2, SP-3, and SP-4. I :SPe.t:,I~ WO~<<7 . K..I~~t--4 .AIZ.~,&.. 1t' 5E:~ulrp~p \VI1'H ., ~ 1".0..... ,6...,c..., UM.I-r"/ PI L111-.1t1 ~~ 10 ~ ~UI f"?e:P WI"... S 1'"OJ.-l ~ G., UN!"j, r:; I,.. t<;::"1" e:.1 C,4...L.,. ~ H1' re....Ac. 1"0 rc:.. -r 0 I ~~-r~ j.... 111 IC ~ ~ ~) %;l .c::.O~CA.JI-(~ FfZ.Ol'-1 el...~'1'jZ.I<::" PM-i~\.... ""0 LJJ.JPe.~~IDlt 0,:; ~~ ~~~) ANt> :s,"'U~ o~yr:. ~tJPLJI-r ~1,~1'"F24c.... ~~vla -ro 6LlIl,....P/l....I.~ 10 ~ ~,AJ..f~ . . \l ~~ 1 ~i ~ - ~ Q )-\- . \\\~ r\ ~i& ,ex:, 'W CD ~:t:: \\\ :i g ..~ :;) Z ...I:J\i l- I- -' () ()~.l w ~. .~ ., 0 0,", ex: ex: Q. Q.. ...J ...J W CD o () ~ ~ ~ ..~ ~ 'lit ... N ~Q) ~ >'Q) Q)C 0)9 C.- ,... '" 'lit cO' ('l).lIll..... ,- C 9 ()... .lIllQ) ~=... en () .,.1 Ea; Mi..... .. o ,.... .C .Q.lICN :-eI) -0 -rn Cl ~(O eI)eI) "'rn ,2 cO C.S ~Q) ....0(0 Q)- ...... .S a>> 0 o C'Il Cl ... .. c c:: Co (/)'- 0 ~C s.1ICz;. Uel) "0. E-a -aC ... CftS (0 (I')~M ftSen ~ (0...... lfl ..., It) .... "'I/)lfl =U E (0 III .- eI) ~ M=~ E:= .c:- O_lfl () .Q . N ftS.c 'Q) E~ lUt:"(t .cU rn.c: ,2 0 ... .. Q)~ :: e<'" ftS E~ 0'- III Q) ~ .... c: .- I/) J 0 O_.c:: 0.'0 0. REVISIONS: DATE: 4~?-~..tlf DRAWN BY: ~...,., SHEET NUMBER: 'A.1>>\