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Home My WebLink About00072956NOW OR FORMERLY WOLFVIEW INVESTMENTS 7Q1.Z VOL. 3417 PG. 97 S VJ • ~41o5g58' A 1 C LOT 2 R p, 3.39 ACRES NOW OR FORMERLY 1 CSI ASSOCIATES VOL. 3694, PG. 79 i 30' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT 32 j?, 20' PUBLIC UTILITY EASEMENT- V 68o 91 88.0~, _ 51°14'35"E_- 235.73_ 10.00' N 201.60' x 16Eti N I S 54'59'21'E to' P. u. E. I I I / / 2 LOT I 4R w / 1.84 ACRES I NOW OR FORMERLY MAROON CITY PARTNERS LTD. VOL. 3694, PG. 8~ I~? ► o P. u . E. 80 74.51 o~ / 15' SLOPE I (n VOL. 427 ~~-Is ' P. LC E 17.5x40' PRIVATE JOINT ACCESS EASEMENT (PLAT) _ PE 00 Ot D C. i 34.55' 118.05' LL s J- S 55004'5V' W ti 347.35' :y 1-1 CONC. MON. (DAMAGED) FOU OD~IE~N- 7 1 S 50°49'28" W - 24.79' ' p wa 3'-0" X 7'-0" PAINTED HOLLOW METAL FRAME AND DOOR WITH ADA THRESHOLD AND HARDWARE- MASONRY OPENING TO BE 3'-4" X 1'-4". PROVIDE BOND BEAM AND STEEL ANGLE LINTEL. E.J. Ir tel. I I t PROVIDE PEEPHOLE AND I P DOORBELL AT DOOR O p ~I ~laltdur 01 DUMPSTER AREA PLAN SCALE: 114" - 1'-0" &i4 ot urond ~la~~oo 1'-2103 DOWEL AT 24" O.G. EXTEND 18" UP INTO WALL AND 18" DOWN INTO GRADE BEAM - (2) 5 TOP AND (2) 5 BOTTOM WITH 03 TIES AT 24" O.C.' 8" NOMINAL CMU BLOCK WALL REINFORCED WITH 05 VERTICAL BARS ® 2'-0" O.G. AND DURA-WALL HORIZ. REINFORCING AT 16" O.G. 6" THICK REINFORCED CONCRETE PAVING TYP. - REINF. WITH 04 BARS 6 12" O.G. EACH WAY 1?" T.O. PAVING F;RE: CIVIL 0 8DUMPSTER SCREEN WALL SCALE: 3/8" 1'-0" 1 ROWLOCK COURSE ANGsLED FOR DRAINAGE CONTINUOUS BOND BEAM WITH TWO S BARS AND FILL SOLID WITH 3000 PSI CONCRETE I, I\ r~ PROVIDE 8" X S" SCUPPERS - AT BOTTOM OF SCREENWALL AT 6'-0" O.C. FOR ENTIRE LENGTI.1 OF BACK OF BUILDING SLOPE SIDEWALK PAVING AWAY FROM BUILDING TYPICAL PROVIDE EXPANSION AND CONTROL JOINTS FOR SIDEWALK PAVING PROVIDE CONTINUOUS EXPANSION JOINT ALONG WALL TO SIDEWALK CONNECTION LJ I C i C i C -C 21 c c r STP C 1 'r » 1 III 0~~~ ~ ROBERT. ~ 1434 ~9y~~'•;~G~ST REG.. ~ sCq ' 40 Existing - Existing Tree (Typ ~/q~~ 0 o r ~4 ~ • . - t~~ ~8 General Notes Laixi ul, 411 Fhxit Material shall be pr•ur-~ed /shaped os r Lmdsca Architect pe 4 ~ 6~ a ter installatim to rerr~,ove coy broken or damaged branches and to give p unif~~rmity cf shapa. i • ~d C'2 III Plant f taterial must be approved by the La~dsc~ape Ar:hitect before I -Water Oak I • ~ ~ ~'s instal lot ion. Oi. 'verify all ~mtit~es before rngtallation ~ Q 04 Ercken feces o '4 " 8 -Sea Green Juniper ~ Grtose Trap Lawn Dempster 3 - r p f sad (.mailer thin 8 sgy,are) ore not aceptable. Q 3 -Grape flyrilP j Tree. ~ ~ ~ 05 All (,ripe Myrtle Trees are to be pruned up to e~l.~ae 6' clear trunk(s). - ~ Oti. Lmdsca Cantractvr is res Sidewalk pe passible for clearing ;x,y dirt or mud from public raadway. Landscape Cmtractar i5 also resfxxrsible fa' keeping the site Clem during construction and Imt installation. p X77 All prc.posv_d "New r~ v Trees" shall be ccxitainerized and hoar ~ i • f. e a minimum trunk diameter of ly" Tree Protection Fence ! ~ c (TYp • t Lauxi o O8 Nc~ Krrnts are claimed for tht existing trees in the int calculations. / ~ ~ , ~ \ 5 , , 2 - Pampasg Grass I { i Oq An automatic irrigation system will ,,over the entire Imdsca ed areas. 10.7 foal Gum st r ~ p 8 -Needlepoint Holly ' Yp p e Screen Fencing rs tc bt a 6 Ht Waad Privacy Screen. e - •;e II, Bedding `_~oil (flvxuerbedsl shall be prepared to a depth of t~ inches. 36 -Dwf. Taupan H411y Sidewalk 12 Fwe pc>'mds of fertilizer f3-2-I ratio' shall be in~;nrp.~rate~~ into beddin soil.. 9 ~ 13. f3':dding Soil mix shall b? ?/3 smd lam to soil and V3 crxn y-,~ p pasted p~rw Lawn r b~xk n-~ulch ~x~d top dressed with a ~ layer of pine bark rr~ulch I I -Live Oak ~ -'I - ~ " 0 4' Wrou ht Ir F I4 Install ~ di~7tieter mulch rinse 3 think 9 on ante g )around all trees. 1 15 Hold hack turf I' fran all Shrub plmtin areas. g I ~ ~ ~ Ir. All plmt material is to be uarmteed for I full ear. ~ v I 17, Erosion control is regyired as needed and wean-up is included ~~~~QUt"Cal'1~. ~ t 18 Refer to SITE PLAN fix adjacent Imd uses, existing and proposed • ~ , ut~l~t~es and easements. 8 -Sea Green Juni ~ _ L I ~ ~ ~ ~ I ~°4 ~ 4 -Drake Elm_ 1e e° I Qo ~ I .ed 6 N 't W Lawn ► . ° I f ' Pati > I a ~ - LandSCa ~ ° I pe Gaiculations 0 0~ , U ~ POINT CALCULATIONS ° h.° I r ~ , ~ Lawn ° is c r ~ 9 ' ..,CI. / 1000 x 30 ,.,401 Pornts 0,4► t I '3traelscAkv? ~ ' ,O d" 3 _ ,f ontage) 37 (driveway) / 50 x 300 .010 Points 36 Dwf. Yaupm Holly o eo ~w 7O"I'AI. POIN1'3 REQUIRED ~ ~ _ _ _ 4911"8olofia ~l - - (Existing trees are oat included ir, point calculatians.) _ . x • ° _ o EnG- Major Arterial Tree Plmtrng o`_ , ! ' ` o Y 1 t C~ V~ ~b~ `rr 335' / 25' I4 Cmapy Trees Rec~ired alms Unwersity Drive 1 - - ~ o o r o Lawn 0'L' District -Plantings utilized to satisfy parking screenin 0 ~ Lo i° o °OAo g o accrue no point value. ~ r 'a 5 -Water Ook o v e ~ ' b e° bo ' ► e° , a ~ C=~ Sideu,,alk Pro osed Landsca In p pg ~ Z oe NEW _ANUPY TP.EES (container) q - Seo Green Juniper 30 ~ 75 Pornts 2,250 Paints W F NEW NON- CANCP r' TREES I cantainer; a Y ~ _ P +a 40 Points 32U Point? j Lui~r~ :1-IRU65 i 5 gol- ar for ~r) I 9 Iq7 ~ IU Points I,g70 Pornts La wn Existing Tree - PROP106ED L~AND9C+APING + Z 1 42 - Dw . Y to rem 'n I Drake Elm f aupon Nolly ( ~ , TYP ) z 3 -Water Oak Tree Protection Fence ('Typ.) 7 - Pampas Grass ~ W 0 ~ ~ ' ? - Woter Oak Steel ferxe post at 18' ~ center r " w t e i~ ~ Lawn I ri ~~IG~ igh Visibility Plant ante material (srto ~ ~~w fence Min 4 Nigh. ~ >r~ ~ ~ .,a ~Cr ~ F a , T~ Lawn ' ~ • ~ ~ ~ . / w ~ f-H ~ o o~ P ~V►e0 e i. • ~ °q~i ! roe Protact~on Fencmo ► e Pl~e ferec+rng ~ the drip I,ne cf ° 0 all trees shaun to be protected - I ~ ' Lauin 34 -Sea Green Juniper l ree, r ec Ion i ~ } encln a a1 ~ Ref• None Scale: NT5 Ypr' ~ ~ ~ l - Bold C esg y -Grope Myrtle (Tree) i, N ,;i. 8 -Dwf. Yaupon Nolly f t, fj "a v~ ,r 1 r _ r' i Ir i 8 15 Gal Crape Myrtle (L u. F w 2/22/00 - RBR agerstroemia jndica 'Natchez' ! 320 3-5 Cmes, Matched, 3/10/00 -RBR 9h " Min. Cme Oio • 1" 3124100 - RBR Plant List - tr eel 5treetseape Only C 40 5 Gal Wax Myrtle (Myrica cerifera) 400 18" Height Min., Rooted, Full ® 8 5 Gal. Needlepoint Holly ( Ilex delconbre) 80 18" Height Min., Rooted, Full Key Y am cam-'M wm Nm w) Type FWnb ® 2 5 Gal Parnpass Grows (Cortaderia sefloona) 20 24" Height Min., Rooted, Full (10) 5 Gol. Pampass Grass ('Cortaderio seIlloano) 00 24" Height Min., Rooted, Full Landscape NOTE: 7 3" Cal min. Water Oak (Quercu5 nigra Streetscape trees (along University Drive) will be a minimum of 3" in caliper, an , „ I 3 Cal. min. Drake Elm (Ulmus parvif Ref None Scale I" North Verify all dirrmettslons before construction. t' 1 3 Cal. min. Live Oak {Ouercu5 virgink 5 3" Cal, min. Bald Cypress (Taxudium ,1- NOTE: 5treetscape trees are hatched for is , • , , y , r , . . , - , ~ , 7 Y, . , i ~ ~ , l1 a. - v ~ . + ~ 4 ~ r.. x _ ~ _ ,.o., . • ~ - ~ - - f y, a '1a W ' ~ - r s r ~ ~ ~ , . , w_ ' ,r - , • . ~ ~ , y a 4. , ,e • a t. ~ t t . -F , . s~ 1 w ~ - , , r. E. t , ~ ~ . ~ ; ~ ' ~ and Rop ~ ~ ' Ex. Siam bin a _ . • ~ y ~ < ,h~ _ . , _ +4r ~ c adgp t_ ' ~ ~ t , ~ #0# ~ • ec: Elec. 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F , „ - _ -•--.--...._..._.F.. v _ • , " . , , ~ ~ ~ ~ -----~st+- r ,~i ~ k , i , , . _ Nrrr Pave Ex` ~ni tluner: . , ` , , u Remav+e 1:xistin Pavement Existin PpvefnM# ta.tiemoin , , , ' . • ~ Motaetl Clay Porfdle a ~.#a , , • - -Proposed Pavement 321 Ns~11e~r , • , _ . M , , ~i, . o r, a. m r,.r 0#lOn~ ~`0~. ' ~ ~ E1CR1#i119 f+'eln~orced #~at (91#1 , - ! ~L',~ 4 n r , t . ~ u h w, O1iM ^ ~ • i~ti6'ond Epoxy t~orb x 9~'long, ~ ~ , • . . ,'ta .,bt' ~8ar m Qe,#1U~ . ~ 9 t'.; R+,`~ ~ Ex#~ - Portial Oep#h &4yr Cat #o ~n a. . 1 . Rr ids N t ~ ~ irJ..Fret#tsu t x / ~ af, a 1 ;•.T1e .New .Pe~T :&teel av eat Edge 1r><lsthy prooo®ed Rern#orcer Pef, "Ix@pt , ~t~/ , 1 lo Exlsfirq LAP) rr I EExisting. R*Wr. 8 a' ndm, txlMiQt tow*., AN drho ft"" am 23"wW \ 8,! 6oWrW Jt1t sipm IM~t+fNfMo RV*W pad. • so °rrr so r oMiaw Firtfagii SlNiping * ,w N A A_ bunter Pao Mtt,":io1i'oonanta, ; g YkIff peck) t. , '44, Zvi 1 q (z d IPq Provo' t,' low IIIW~ R y. , Trt" to be Removed OPM 0 j , t, (O"k wdgotlon:, 46 r l Pro0d*" *OW,. VOW r' , a a Me Flow. S" M66%iMC4 DmWiliV, . = . - Act J%AKAM A cam= \xA 9h : 1 ` h Ail ' , .1 / r. .::•a.. of 'a::~ ' r ~ ';,a.. _i•. ' ~J 4 w e; ?dk: vs. r. Al w ~ ae , , rxn. 1 f i., ,y e , _ ~.,a • ~~.rd„1._.._,. h.o:.. x , u1 - . - _ . . ~ F ' . . ~ .i . i - . . . n ~ 8 . ~ r . .y ~ `t. 1a v - , ~ ~ , - ~ ~ > . ~ , • ry , ; \ ~ ' ~ ~ dAt~ , y\ .i. .~..,e, ~ t~ ~ " , IhON`'b' : ~ itoc Wt tae on the completed ` • . ,a . , , ~ ' ~R , ~ ; ~ ~ s r ~i •W - ~~MY}.'QI~ ~'..,5(""~' 1': ki" ~ : A. i. . r ~ ~ ~ 1 1 - I ~ 'I r ' . - Y ~ . ~ x ~ ° , ~a3. Ern ~ 1 ~ ~ ti . ~ , , Mi , ~ ;.►~►'7 ~ ttk, torrttoctor shoA have ~ ~ ~ ~ t r ~i ~ a ~ ~ h i ~ ~ L, : Gel.• F111 11~ ~ > ~ e4x , t . ' #l►e 8' >~F tth++! ~tt>Iit t~ Pavement ~ y~~~yyy a7"'i`~". n .:r. r. ~ . vll~t, ' Ihr~,tiR ! a pN of ~ . . ~ ~ >'~ttE1~ ~ ~ +r ~ , ~ ~ ~ ~ , s ~ «.r; ~ , , , ~ uiremerds. 1 y ~ ~ io irrtar~t~lt~x► and roa ` ` ; ; ~ , ; ; ~ 1 ~ , ,N ~ . - . a' r . - _ h ~ ' y~ ~ ~ and ,4 . , ~ ~ ' ~ : ~ ' [t~10t~+ot to tl~~#M Y' unrformdp of t e V : ~ ' , i M aff , ^7'~' :,u,.;1,{:' ~ ~N$rl ~ may` ' t~ielho~ Aw~Aww v1 ~r^MW q~'. kung each ; ~ 1 ~Y ~sured t,,!' ~ Cgctlon t t~ ~ ihCri!! of depih and stroll be ~ _ . . i ~ nr~t~ ~ i~ ~ e>~tent. tt,. ,?Ilht ~ ~ ~ ~ ' , ~ I ~~Ston a ~ ~ IMF d1Hf !10 h ~ further : ~ ~ ~ a ~ equ~,e"t , ' is t1~~'rrloisEllw+t content directed by !llkfH bt and In-; rrit tha . o~ierotian,°~ 1 ~ *+.+~r.,,. f - V , ~ ~ C. 'T NIP .l~laVld the ~ ~ ~ ~ ~ .,y ' ' M ~+r .+w~ ~!Y'w~ ,.i., . w ~ a"^ r f~ ~ . a , , ~ 't be i:,td'r~M4 .with su~bM equipment to , , omppe~ion Wg!fr I ~ ~ a.+.. ; : 1` . • Ot 1, k ' te;r~~,gcted pfd; nlftnietl~d al the Contractor a ' n >q~adQi tp' Qty of. CBUr!/I ~ - , , l _ . t ~ e ~ ° ~ ~ , ~ ..':"~fCAYAt'IQN" ~ ~ r ~ ~ ~ ~ I i , tall t tot 1lx►d dlago~01 of ~~~ded ~►ote► ncluding he _ ~ =r r s, ^~t.6rt.l„ ~ ~ ~ Ond dewot4rtng OS neCeSSary, y'/ f : ~ I F ~t ' . ~ f. _ .r , ~ . , ' ° .4 v - See t~ P~1 #or: dimer~iont. , 0 P na si ~ , I : ; , dy . t 1' , ti t r j 1 ~ ~ ~ , . , , , _ ~ , . , j ~ , . , ~ ~ , : ~r . r ~ ~ ° ~ f " f~ trx>dkinq . - ~~r nd L Q , - I . , ~ s~-~. L ° ~ 4 I , bn Ceo#ex~l1 ~ l,M~gtl► bie os eho+rn. 4n thrt COfilitfllCtion drowings, but note ~ ~ ' , w b.. v , fpr F'tlg t~idth i ~ . thOrl. 54 fem. , ~ ,o, _ , ~ ~ ~rFiir ~ , ~ ~ >n . . ' ~ t , Run- , le t► ot: Eeit ~ to ,t''~Iwertt EtIF ; . I - a : ~ i ^t~ sta. ~ ~ 'll~hne3e 'aE n~ thou Q 1nCheli. ~~~a`' , `~~i ~'rti , ~ ~m r- - ~ - IAA, r a ~ ~ t M 1 + I ~ f 1 , . 'j - Ih I. ' ~ I ' J ....Anilu. «.O„u .,n , . \ ` Y; 2..':. r` 'i i~ '~°'7h ! ~ f,~ J ' l~ * ehaN' bR not b!t /hon tuH width of all pOmis of m9 yj~ r~ ; _ tt- r , z 1'IVR/W I. . ♦Rh~k .,.Y A a.Y~ a .y, ~4. ~V ~`y~ ti ome a r 'triichn ~ ~ ~ ~o,;: , ~ ~ °,~ia~6idli~ori offer ttreos ~ ~ how► the s 99 w I ; i.: , ~ , ~ ~ ' ~ ~ ; , 1 Entronce and , t . A. ~1' . ~ as- gre tired obnltruction exit, unless f:' ~ ~ s,:' ; ~ , _ pfd 'rylo4Tran'±+tntt 1 , ion dro ~ / ' _t 1 ~ y ° r►''Pn the ~oMtryEt wings. . 4 ~ / ~ ~ ~ i'' ire. ~l~ i . ' ~ ~ ied ono ;moY Re widened or krngthened to occomrnodote a J ' ~ ~ " r , . 4 - =r , . ~ : ~ ~ - , - . _ ~ • i~q. An outlet sedinhnt trap must be provided for the ~n ~ n" ~ ` ;A.: ~M ~ s ; ~ . . ~ fir~.~q, r~'~~ v. r _ f p,# r fir' ,t i i,~- ~lt s. F < .5. r b. 3ecctiot~ t#1569-~t94~'ted Cvnetnrction Exit. ' 1 , I ' ~ i _ ~ , , - N ° ,4, : i . t ~ _ . GrOU brit..- bt Wap - - s>t' ~ „ r - } ~ w.E* ~ - p 'w. ~ r,~,.: e ~ , , g M - ~ _ ~ .,i r ~ Y~ ~w ~ +Irt ' . ,c 7 . X , ~ ~ , . ' V . , ' ..~I ~ r '>NA .a ~I/p ` . Y, ' ~ a' . ~n a j ' ~ p ~ ~i'~: r~~t; ~ } f, r x P1_ t . , ~ ~ v ; ' ~ ~ ~ , 1 i^ l4 ~ > a J ~ ~ ` . ~ ~ s , . y~ 1 ~r Mr~F1M"'~!'~!Mi _ 1 / ~~d _ , , 1 ; \ 1 / ~n~ ° ~ , } ' ee _ J) . , f 1 c y i r n'i u / r a i - , s~ , 1, s~ , : y / .r ' . h, , . . ~ ~ i a ` . I ,~y ~ ~ ,y, r ~ d ,[t.y, ah , t~e.'E r tr , ~ I 1 ~ ~ ..f:~ ' a:~F1r. rw' s. i.ld+t~~ r . a _=r' , b ~x , 1? I s. ,a.. ~ _ , i !Y 00 a 1 x.~ ~ ilk ° 'i" y.t: Y`P. I ~F ' ~ . I y~ ~ ' ~ ~ t , , 1 a , _ ~ ~ t r { ,4 , : ' ~ ~ - 't. a z 1 1 . . m.. e., , ~ " r:, x t yak.. ' , a_r,. i 4aM 4':., Q U ~ / ai. - ~ ~ 'i 4~ a ~,1. ~'~I x ~ t ~ ~ r o..:a - a r .+i.z, s. t ~ e f .t,l+~'r A.~ ~ ~ - "ki'it v ~ v.. ; -4i ;~4 r,, may' Y , i ' ~ 1. ,+.~w'... tl,: ,..u. ~ ~ 'l`,f '.`Y• I ^v , ~ ~.ier w. ~~;Y ~ c.,,~~t 'a :gay ~7t xa ~r.. ~ i:, 1. .i ~e.~, l f - ~ ~ ° ~ a ~ , , , F t e r . „ _ ~ , ~ ~ ~ y~ v ? ~ / . r .I ~ Ji.. r . . ~ a ~ r Y 4 Judi ,d. '~f. i I - / a} . ~.r " . E ~ ti ; , x n, r 11 .r ~ w ~ 1 q~, i ~ ~ t I.~r. Ir CF 4~ "t4 i • ~ 4 ~l~ Yn~1 F Y.r ri .tip l~ 9 < r _ ~ ~ ~ • y, x ~ .x, ` ` S 1 u _ _ 1; t- t .I ~ , ~ • ~ ~ y ~ t ~ , r I ~ . ' ~ - . t ~ ~ . . , ti , ~ • { 1 ~ ~1. ~ ~ , ~ ~ ~ ~ . • y q. ~ 1 ` y Z` ~ .,fig ~ ° / 1 1 ~ \ ~ ~ ! s . ~ ~ ° , ~ ~ v~-~°, Sqt Fena of tot. d: . ~ , ~ 1 ~ 0 r r ~ c, z ' l / f . , fa. ~iw►:W.a~ ~R , - d~ ~ , . a,,,r _ , d i / a ' . ~ ` z , ~ ~ _ t ~ _ _ _ ~,y r a . r. _i ~ 7 i ' ~ ' : ~ ;+,+r-w'.~N[~= Cr*!~-,~1~+.:' "1~' '~.~r-~"~~;.,.~.w..'VtlE _._.~.,y~E'~.,.,~K.~ t-,-~..~ ~ `,^c , rt ~ . . c ti ti , .w , ~ ~`ti.~ .5Q , . , ,fir- . ~ „ i.,i~,,* ' . # ~ .«,,.s- :Kr,.,.yr.~~..,.~ ..+r- ~'r ir1.' a ~ , 1, !h. r, ~ , . F~ , ~ . a~ . _ , K / ~ - r s , . r .a:/ rV~, ~ a i. ` t, a _z U~ Y~ ,...~:,►--t~f'^-~¢-SUE-'.'.].~tf"~~ . ~ s . s ' ' _ _ 1 . 'w' k C' ~ . ,t )j, 4. . i ~ ~ . "~,cr.... ~ A~~ ~ J~. „'f:.n,}.r-~Y r+. ~ _ _ a~_`"'m `'0~•t~-i' ~ r , _ w A ..ry - , i .t' _I- r ~ ti . ~ , ..i . 1 . 1 , , . , ~ ~ , a~ > t < , r ~ ` , . w ~ r ~ ; ~r i A :.H is YR! . . r , , ~ n ae .N ,far ~ ~ ~ t. F ~nz ,t v, , ~ t _ emu.., ~ ...la .11 ~ ~ , ~r _ ~ _ c } i, s y...4~ . r ~ ~ _ ,gam - 5 A, t- , ~..F' ti'. - - 4 e , "a, a".fJ 41 "r1' _ . ~ {i, by +,n " . a x' . ~ , S i yaj, _ ~ 4 • "}ter . ? v . > x ~ , t i,.4 , , . ~ r, ~ .E , ,~,r z i; _ . , r ~ f+einc¢ peat +bt ~ , m i - - ~r, y'^s a , ,,r , , ~ S ~ z:, ~ . ~ - _ ~ e'if> r.~~w;~ ~ ` ~ t8 an Centie►. x . „ . ; r, ~ N { ♦ ' b : t A • ~ k ~,w, .,;fit, ~ t'~ - rt 1 =.ra' ~ g ~ iii T.,:.,,.,,~ I , , i ~ ~ r. t „ - ~ _ - 11,~ x b~ ~ . ~S NOSED w Fly 4 ~t, n , , , ,loint 2~ Stope towvFd Cud Mb Eii9orquo ° . , y. I 'J v. . 3~; , „ ,Y afkrlte , , 4 h - 1 A t i Y~ t r r. .~~v ,r - - p { a , . - a.,. w: ~ ; S _ ° .,ad. a,} , . t ~ nil.Y,Tttgte~'H>i ` . 3- t ~ tt . ~ , . b,,~ , , _ r .h b tri" . ~ ~ t 34 ~ = e w~.~ , M-PA y~ p~r, n ~t n4• r txwnv t+ne 6" x 6" Trdnch ,a d7 , 3 Bars 0 12~ io Bury toe of SNt Fence . _ -srt Contour d" Odow proposed grode Compoct tr#nch bockf#f, to IN #3'Sw§ x 24" 0 12 O.C. prevent "washout" - wow --m- -m ~w r Expontion Joint ,~rasnd .t 6+e5 Existin+WT x. Vin,' in Curb 3 0.67' Y o DOT 5016 A { a` t r' shall ,r r nW be ,~bbQd concrete. wnRioi ,A NHFpm , ;:,r~ 4 the, 9 r r, , ^ r~ r , vF a : , i - k..irv ,L r 'yx ~i ~ r} a 7. r r. A ':fir, . 'tf. ~ ar.,;a.K .a. ~.M 4,.. 1,d.:-. w' .sa„ r.. a ' • 4,6r: -..P t 4, t i`. r. ...a:. ;i. +r •r >F . t t`{ ,i-.,;r 3 . r<w v r N _ - w. `ac 3 ,y Y ~ ,q~~~~yy,~,,~+,l...• 4 , Sh'.~s,y, - LL f ' : :Gsu.u,,i1>v,r4• + 'd _ .m,:. _ - - JL~ 's 1,, k3 , a fi't' } f 3.:'~~~yyyy R ~ J''~ r{~ r,. - x'~'.. ~ alt N.Y 1 f... r.~ f I.y - " t ~ >r a ~w , , ~ i t i ' !h • - y . r . r • "y~:. ,1 ~ Notes. . d ; y . ~ ~p~ ~~f _ Pattern W~, ShO~ , r.. ~ y Flottge Tee t. All concrete shoN hove o ~-4ay ' ~ I p,,; , , ~ 1 , ¢ ~ 'b • r , ~ ~"hj~. ` - . ~ . ~ .,n, comprER~Ve strength of !~Y 00. P$I. _ ,r. o, i , ' 1 2. Reinfotcin steel eholl comply with - , r 9 1 ~ ' . _ _ " ~ _ ~ ~ ~ ~ ` Sta• x+12+76.83, F/l.~ 284.78 4. ~ _ L , ' "7t7+'.~'!" ~ ..~.„,.t ? +50 ~ sr°'Z~t R R» CNeadwoli _ , ' ~ s ` ASTiN A-1,15 rode. 6A. 1tr706 geode 60 ` . , r, ~ .,:r or A-497 grade 70. , t3or txnding and - ~ plocenlent shatP comph^->r~h the.laiest - ~ rf ' p-~ ~ ~ r ~ ~ ~ ~ , ACI stoadards, 91C. . s` ~,`M1' Conan 91C. =10+1725 F//L= `268.62 \ ~ f - y ~ ~ 1~ \ C5 Conatcuct 48 Hea~woM . ' y0 + N ,p ' ~ ~ , U.I. Check Volve 3. the structure'. be ybced on the, - r. _ w/ Boll Drip ~ compdcted gronulAr baN to' insure , , , - ~ uniform ~siribuiioll O~j:so~ pfesaures. \ ~ ~ i ineh = 4b feet d U~tC ~ fr h =~s : • ~t ~ - , . - . F ~ Sta. =11+55.75 GR1~TE EtEV• X72 58 ~ • a • ; , ~ } , ~ , ~ 4. Special dew, bAeed on other' . ~ w d, ! or deeper ~toM>ations depths \ ~ ~ ~ 4 CONSTRUCT GRATE INL a~C,, y, ° \ ~a ~ .f,,, 1 4" Polrree Dnd ' badhg Checker ,M)estebie'type orr ovoilable on reQuest. ~ " Attlrrefied and PoJttt~d 11~h t coot tnd~+llc►' Post ' ~ V ~ \ t ~ , Stp. ~ t 1 +53,25 F = 269.'~d ~ ~ 4 ~ ~ ` \~b f o Sta. =11+58.25, /t.= 266.6$ ~ " 1 91o~e ~ntt~ Pant S. Inserts, Du ' Md~s, or sumps -con e, . ~ ~ , bcrkp Valve ilia. ~ : ' , \ Gh"ATE- NEENINI i~ 1792 CC . ~ X x 3? Tr,rrer. ` w,'tt," Hor1d >r~, 3 be >tl~plied as req~ed. ~ \ \ ~ Sta. * i 2+26.33 MATE ~~',V* 272:08 i ~ ~ Cortnectk►n c, ~r , z. , , \ ~ ` ~ ' - CONSFFI~UCT CRATi: Mlt.ET '1 ~ , ~ Post indicotor ~ 1. ~ \ ~ ~ ~ ~ \ ~ ~ ; ~ Sto. ~ 12+43,83„ F~.+ 285.63 j ~ ~ Valre i L2 W1 H1 ~ 'K~~ - ~~ze L , . ~ ~ .Sta. •12+39:83 F/f.■ 188.55 ~ • ~'~n . ~ ~ r ~ ~ ~ ~ : /r' 0#'~TE~ ~ R 4792 C+G C r: ; : , ; a } U,I. Check Valve 3` T_10` ~'~-8' S'~I~" ~~^10~ , with BoN Drip 2 3~G ~ Oplrontzed ~ T-10 5'-a` ~'-10" , , •1hd, Gatvonll'ed 2 3/4`0 C~vonized ~ ' ~ Rr~td►ner Rt~t, ~ • ~ '6" ~,~~1{i ;i~"~. 5 =Q 4-14 ~ ~ ; Thd. Galvanized Reioiner Rods. 8. •T-t0~ tl'-$" `~!-0"` :4Y-10` Y... ' . , C"''*,+~' , - • , , . • d. a' ~ p . RAP ~A,~1`M C~76 GL 1111 v, ~ A 9a0 ~'rl. 1~ „ r ~ ~ C , . • , r ~ , . , s . s ` ,k~ t~;~ ~ . ~ ~ ~ Wr , ~ ~ SHEET F4R E~IENT o. Y Gau yak , ~ . ' SEE` Dfl"Alt SkE'E7 fOR .~AIBI~lYT , +d^' ae; , ,rr 1t~t ' D.I. Pipe a. q. P~ both ends , , . ~ a ~ • ~ . . , _ , _ ~ ~ I xi ~ , i . s: " Supp6~f yp ~-fi1o~ - ~ 8 • - , ~ , ;+111 Crete . . ~ ~ _ , .'s z , ~ , k - , , , . ~ ° u ta,~, ' ~ ~ ~ ~ , ~ c - . - . . . " ' ~ - ~ _ v~ i , ~ ~ t • a ~ . „ , ~ ~ f ~ I. w , ~ ~ . ~ ' u , . , . . r Y, , . r - ~ , 1 F dT. ~ Sta.7+78.5 /l f . 1 rt ' 6'x90' Bm4~ # ~ fP , , ~ , ~ _ ~ , , , , - , . ::Qs i.: . Sta. 7+77.00 1 ~ Me~M►' o ~ I II . ; , ~ ~ 1„ , . `~yy~r. 1 ` } ` f Civu tngineerinq ` PbUN ACNNST c; , a : ' +75.50 F/La 273.16 S6d. ~7+7i.>30, f/ice ti1.92 y~ ~H COWfYtE7E 9lMLL NOT . b F/lam ti1.92 I ! ~ ~ * 1 , ! I 1 I wya~nr,~cs; Hrdro~: Ui~'riy P►ann`rg do Oestgn rv , exTETaD ~tYCN9 .lams ~ t c E c vault > , ~0 gIF ~ ~ d , 90' Bend Volt Ir/ Doublf t2ack Vohre, • n n ) {n) e) o , , ,m ~ ` SN~•~ VGh~e~ FOCI ~ r11.~~' u n ~ ~ W ~ ~ ~ ~ I Sete - ' , ear xa 1,S s D.9 2.t o. ~ „ . _ 9~ 1O,tt .!o ?5 1.3 1.2 ,.0 . . , p, ' S,D i:5 0.p t. 0.2 . , II I I ~ as ~ -J' SuOdiv~sion- Pt~ning dt O~grt . W ,.r - ~ c. . , - a 10 2.S 1.5 1.2 .2 OS y ! ,g ~ t 2 b' t } • ~r ~ Ngq~R PIP[ ip ~ .S t:5 1.4 t.t + , . • ~ k ~ t i• • e ~r !.8 t,S T.5 0.9 0., 0.1 ° #27~ Sto. 1i~10C0 " , " r a ~ x x 1'1.25 fO.t f.S t.S 1:5 t.2 D. D.1 tfi'' ' Wmm.~ EX. llnl p,~ , o ~ u . e . . . . ~ p ~ - ~ 1~ o ~ o , < ~ x.. r'. . ,Fir fu. , ~,Y.. , • , ~ is v. r. ,a _ s • PI JOINT - e , , t. ' . y . .i s . ~r.♦ . E a • .h• - - , ~ ~ j ' I' ' ~ A , , 1~" , , ~ ow ADAWST ''+E'` ' ~ ~ • ' 292 PLAN VIEW , ° ~~DN ~ ~ ~ , r ~ ; # " is L - , ~t ~r:. , i , . 288 ` , r r ,r . , , , ~ , . ~e~~ a` Y 284 ' ' 6 . ~IWWA x`900 - C~. 2 All cAEaxIa9DNS ARE eASw OM.1l~MY1l otc 01 . , , , 2OOpd ral 2+" AND suAllEtt eiwtR awe -KC, !L OR EMBEDMENT ' ' pFTA SNf1't F Z Au 86wM SURrACES or tHRUSr BlOCk3 sNAU bE PIJiCCO ADIN,ST uNasTt>R~ EAltrW arl ROC1c. ' . t ' 3. CONCRETE ►OR BLOCt(Mll'3 SIMLL dC ZOOpai. ,r`'f,-,' - ~ , r -.•nHRUST-- , . ~ a11EN$IOI,S wr BE V/O AT t1~0UltEfl Et>' FKte - , k ~ , ~ , . - d YMERY AN8 A5 DRCCTCO 6Y 7~ ptgNEER. TWt VOlill~ 281) ~ y..._ g ov cDNd~1c elaKxaa stale Non ~.1E5$ THiw ti, ~ _ k sWDwN NEIL, " , . - f ~ . , g' ~ y, WATER NtN Ylllt NOT aC f`IlLtO UNT1l All CONC11<lE ; , Mrs-- ~ 81.OCt(1116 HAS REACNCO tltO, Opr, , abrE:,,USE !'bU: ~ ck< ~ i . , , valR AGyNSr . , . ; . EQt~M. BEi~I ~ ~ ( , . tI11O14IUR9E0 , UND151URDFA EAATN 1 10 , ~ EANeet. ~ .~►1Qe1+~.~G , - ~ T~ AND Plus SCE~DttE 2~6 . LJ ' _ ro c A ~ _ ~3,g ~ r ttv~) (R) ht) c.P.). r~i 29x , ~t,~Zt~lUSt BLOCK 1, r< ,,a,e S.1 is 2s o.~ : - 0. . ~ ,p,,2 Ir,~ ,s ~.5 as , . , , y ~ y w r' . 2 2 T R ~ K l , - , ~ , . ~ , , a.+a , u ~ 8 , 26 . ~o ~ C E .ti p3 Bar c . t~- i _ ' ~ u 1' , ontinu - ~ ~ ~ C o a .;i ' ~ ~ _ : ' . p. - o "Conc. Rip Rop - - ~ . ~..w . , ~ ~d ~v . ~ -~t} laid bend reinfurcemertt 'wire 2~4 , . : ~ tie to Ipinfprctmen; +ynb dposed - f , ~ - -q- ' ~ r. r ~ ~ } ' -.ry►• ' ayes+. X . ~ ~ - , , -f~,. . p ~ ~ - , ~ tl n . /~~y~/~ . ~ i a -I > ~ ~ ~ ~ ~ J -"l I'"" rCltlas ~ Concrete ~ a tv L! I rr id ii, C . ~ t~F lV (V IM M { V h i...c~, F a;± a ^ ~ h ~ A N h t' r. eV N H H H IN N Ff n E~d`of,Pipt G _ A 1 1 -1 wo AL For P,arei►~ {t i► r 256 T 5 t„ 12 p r ,.,s ~ ~ O M) e w M to M1 fAt ~4 AM 4 7 r t'4. + T f% con LL DEI61LS HEADWA r .4 dR ~ m r. r r N N N N UQJ*4J -al ELAQ 3444L o OR EACH HEADWALL a.~ COfiC. RIPRAP SH&L :8E #XU)M IN,. jO, PRICE F M a 4WR NTS , q 91 L r a NO vij rSh a T a f p+ +0 ~3+ Of 5, _ a S, n'e. ;•r':. is ~ r y s , r w~l ~t.~dA!>•~R:. a:~ _ ~t~. ; u~@.,~.'.', ~ " s.=_ ~ tf~a~' ~a«.rtio. , t,~.,.. .~n4yL: r. ~ ~ - - - ~ .L - a . Y. 'F{ , f, - ~ , z - t~ '1. , , ~ ~s < , M , p,; o ~ - ~ ' , ~ ~ s ; ' L„ . T S~ondnrd C~ Rin and Cover. VuM*M f34 4r . - .t ' d' ' . 4 - ~ - ' ~ ' * b, x ' ~ approved equivalent. f4mer should be mofkld ~ "C~y a~ ;v~ ~ ~ ~ ~ f • y~ R ' ~ 1~/+ ~t ' ~ ~ i k ~ , ~ ~ r - he words $torr+t Sewer". Utilize precast ~Ot'rct!et4 or " f SMOOTH DOWEL BAR, See detaU +'tR ` ~ ~ ~ § ~ od}'ustmeht' to finish grade. (24" Max. He~i~At~.~. SEAL W/ EXPANSION JOINT MATERtA1 t~ diameter, len4th and spoc(nq ~ ~ ~ ~ r .;r J .,.a,~^. t ~ S r'. e s (SONO~ORN St.-1 OR APPROVED E4UALj (314 x1B" ®12 O,C. for curbs & concrett pvmt. 6" 1/2' ~j ~j . Msioll per Marwfacturer SpeCiflcotion 314" (1/2"x18` ®12° O.C. for sidewolk) wi ' + r 'r r X _ ^~r l , , Y` • ,F• 4 , , k n.~ i. }a. t $AG#(ER ROD 1" R~ 3" ~ ~ v • 5 . x ' ~ , ~ " - ~ - + . y r;. r s ~ , . ~l.i, k. gin, y , ) ~:R . i, Y L'' ~ CENTER IN StA$ ~ ~ ~ . ~ L V ~ ~~ti / fIR$1' POUR SECONC3 POUR ~ g ' ~ i ~ • CERE`MAR t'LEXi$CE 'FOAM 6" ~ . 3" LONG METAL OR PLASTIC ~ ~ ~ 2 wt ` }'~t~ ` ~ n.: ~ t• a..,,. 'x ~ as Vie' r EXPANSIOrI ,IOMIT FILLER CAP WI?H gJSiDE DIAMEIER f4 - - l ~ , . r ~ , e. , { e ((Nt APPROVEp EQUALS TO $E 116" GREATER THAN ~ . ni~urtr nc nnwri oeo . • ~ ~ N.D ` r:. r. 1 ~ , ~ M..~ t ice- r t t y ~ - ~ } . , _d r, " A: o s, ~ - ~i - r w f. , ~ ~ ~ - ~ w . , ' . " ~ - ~ ~ - L S - ~ C, , ~ t c ~ _ . 1 - > u~ y • i.~ , ~E y - e. ~ r ~ 4 ~5a. - is , i• ti e.- r 1 , . < ~ s i , ~ ~ ~i r , 4 r r F. - ~ , ' a. ~ I t ~ .r c: s_ t, r - - , „ ~ M 4M ,y r v , Lt, r ~ . ~qq " r- 9 ~:k[ o - ~ - i k ~ _ » ~ _ 9 ~ a, ~ ~ - _ ~ . ~ . A -ti , x,. 5_ t r Yi , ~4 ~i~ s- } m,~ - xa, _ ~ Q'`.~,yr}e,.~~ o ~ - it i,.►~r g - ~ , A ~r e - , v e ~ T~. a .a. x ~ , F w. r r y , & ~ *"S. :•.y. ~ ~'k'; ELK ~F ~ _ F• 1, ~ { yl: • ~ ~ ! ~ ~ ~ r A 1 , _ ° L r7~+"dY ~ fir.. r ~ , t • ~ .':.7 y_ , yk~~ i if , „ s , s ~ , ~ ~ } art y~ ~ t . . 44 , i r. .7 . - ~ , jfE ~ , - e , ~ , .r - - , n - f~- ~ , . w v t~ « r : x M r y, ~ .ry ~ 'r; ~ , , , ~ ~ ~ ~ ~ ERAt.NOTE L f - v ~ i r' ° r ~ n' ; . L, f , , r i i - ~ , ` i , ~ ~ _ , ,~d~ , . r 4'.n~ W '.i.. ~ r,~ ~ n . ~,.5 1. ~ L~ t + , Y t e of r, ~ QR ~ „ , y , ~ , Z \ r Y ' ' , ♦ ~ L _ ~ ) - Zj " ~ 1 1 a:, . a, ` F ~ ~ \ , ' • n ' ~ t. m, . . . ~ , • ~ 1 - . , , WAtr, C e , 3F , ~ , ~ ~ AD~lIONAC WA l , r r. ~ . y A, v , k7 ~ ~ ,e, + ~ ~ r ~ ~ S~l , _ , 4 ~ ;1~' Q 6 L. THICKNESS Fa . ~ `C ~c, "8" 1N THE , - ~,a ~ ~Y;~~ y 7. ~ ~ r , , r , . r - ~ ~ PIPE, ~ '1' ' ~ . . - , „ , , r ~p~p a `h~ ' . ~ ~ ~ t I~.. r Lr.~r ~MN•NV1rL NV~I m , , e y~' ! " „ ~ , a ~ ' A - i- ~ / COk6rtS. NO C - ~ ~ rte; ~ ~ k 'r . . f, ~ ~ ~r ~ i3~ " t` - ~ ; .s . ~ ~ , p ~ ~ f' Y i n ; , r' a 3 5' ~ r , .art ~ r r~ {o N' - ' , / # .r' , _ _ A ~ - ~ - - , , . , , , - ~ ~ ~ ~ t . 2 do ONE , ~ ~ r , _ R r - a i ~ ~ ~ , ~ 6. OIMEN b~ i 4. s y- , A ~ ~ ~ . 1 ~1:~ l } M r , ' 1 A}.~ r } ~ - r ~ , r ~ , r ~ , ~ ,.~x , r r w ; e r ~ q .h - ,<< ~ ~ ` ~~a w ~ . ,~M ,Y, , r> a ~ , T } ~ '1►k~4~lll-E) ~ .~k ti ~ ~ ~ 8. ALL JO►NTS A rave ord. . , ~ i 1! .t OR LIFTING HG ~ - r• . ' , .s ' . PRE w T. . Y, . , : _,r t _ _ - ~ l _ d i r ,a. r v ,g,r . SEE PIMr SME ~~r -II . ~ FLUSH W,(PAVI , . - , ti a. , £Y v: ~ z w UNPAV~!? A ~ v . 4 ~ ~ , ` ` n. ■.r pp~~ , ' CIiAFp1E1 I fir' c•. r y ~ r, ~ fir, CONFORId ~ , " f . ",.~a PROM ~ A SM r e r ~ e - ~ _ , , { ,~1,~;1 e~ r' » . Y..,, F; ~ y` ~ 'r fir. ~~t r 1 r 3~ 1 I , r V i} , . .c 1 + K L V. Jam, ~ ' r .t\ ,yLg . • ,r t Jt . ~ ~ , ' r , „ , . F . ~ } ~ r =s ~ , , - 'fir e 7 , U w,. z ~ . - `x M - r:. ' y, , t , , , 9r ten th , r . , . . ~ ~ C on P f, , ~ , . 4 ~ 5 t + ~ , . i . r Rn" ~ , ~ S~; ,a i_ , • _ o- i . r , „ ti _ , , { t . ~ _ . •'r . _ ,4 _ ~ , ~ r _ ~ f1 _ , , . ; ~ , , ~i .`r = ~ ~i eon"~~ ie~ o,c.~.>>r."! . ~ ~ a 1. 1 . A. q „ , 7 'y ,+4 ,1 ~ ~ . ~ , a - . ~ , f - , "~rt h ~ ~ t a' try, f1' - . ~ t R . ' , . , f ~ . ' v n ; ~ ~ ~ 6 of Lyme St~rzed 5 • ~p+ough ihne to ~ p pHof 12.4 , n h r 'r or t Pi iieit Index ~r W~ ~ ' ' F: f , ~ _ after, mt dr 2 se 4Ad os y - ~ ~ o e ou x nSl-r ) ~ F ~ ~ , ` between T ~ f< r n d4♦ rti.. r~ 1'.. ..t' X4..4: ~~r _ ^ " 'bY r+n w' « ~ ...n,r• 1.:, .C. ~ - + ~,.~w , ~ ~ ' .t? ~ , ~e y v . r, t' ,L L ~ ~ i - , . ~ ~ _ All OIt materi~q pkraed . . p4veirtent shaA w w I s~4' v= TK.. Y. comer : wit#I C,ty or SRS 'tb3 ~i ~~w~~'r Mbar ~'h ~1 s _ 'i- ~ r . v' r ' . ~ ~ r1i0K~t1 ~ / on e C 0 0 n1 , , dl11s , - « Per ASTkr t~98 t 0 iv .~tve optu~n~m moitt item, _ a K, w o s See soiTffi" report or odditk"-inform N f\ ° C-SE 1 NM a n \ e E s The t 16 °of' native aoiN ffihdl° be ramot d. Slow • \ side ow'. R pnd,ffit ~ r ri r t ptot me t of mote'rio t. p c i llkq~ , m r , 7 CAST !IV , s t y , a' Yv .s Y Ran. ~ ` '.i ;..1 ~ ,,p. -Y., s. - h ~N l ,,v:;acM~iYw t,., x•: ..set $ . . i~ ~ ::.fMe.; .S.ia. _s~_ ~~d+.'` - i1.fY~n.~-'+~mYLUYt;.mr'. il~~'Ii1pWYil~i .....'~w.i..: j "'_TAL..'°ti'~~..`y~(~j.~~ .YlYtlaa _ ~iB ~ :~.,~y~. an '~-r:Pr.a.~ . - r. ~ A r t r r. . ' w . xf r t . : a _ d ~ ~ ~ ~ ~ .ti ~ ,rte R ~ ~ 4 d.',..~ ~ i i. -~i n n. e ~ X YY ...">S ,f y I.f1~ ~ ~ tr , h* Y s R r n, ?9 CFR PART . , , 4~, ':14213 _ CEMEN,~S~i~.a2ED, CK ! SPECIFICA~ic~ts, ~ .rr .wrw i t n ~ 1. , : ' w r St,~POfiT PAND OTHER PAOTECTtVE „ <; ~ of trench safety r w A~' SLt1Plt~ AND BENCHING SYSTEMS OpTfON$ + T ` r ' ) i tor' timber sham in tr hoot r, - . - ~ , . a ` ° , . oglllfkd ~etwetn fAa dt A'Id `C~R ~ . 4 f 4 ; ~ 3, t . « s, ~ ~ A dope o 3 depress a leso. N ~t of slot °t ~ ~i~t;> ~ "trips +an ~ rn capons end cetµrirements dela ~ ~ ~ , qty ,r T~.'~ OSffft Standa4 droll prey," ~ I . e38iMe dassifidriion. A ~ e of this lion or i ~ ' Vif~s~ r r ~ op od s considered F , ~ p ' • ~a' ~ » a t.; r ~ A d C 1krrDa shat fa it ~ ~ t h • bn n9 a,~ cohesive. ~ ~ ~ ~ , Qd a fa i e of sod. , F' A ~z ,Ik' t~ n excardba► a9atiCttt 41M1+!iM sqf ony yp 1926, Swbpo/l f!' for dumintrm hythoakc' '.AP'le^+~' F .1 Y _ _ 6 • some ~ ~ F , • , ~ tee talk, sod a matertd by uN:ol M . z , ; , y ddoY~ ` in 2) ibrdmum ollowoWe and aHatraEde "conhguratiorn ;,e~'. . „ ` g, , - • A and p ~f 26 CPk, Pat 1926. Sr~pat P, bldd i' ' ~ ,c ` , t bn Dta►g xtrer+. Has ixrt~owstitrF ~ !w tbipF 41tl1` dad loan. ' ~d~+l4fed . , • . ~ ~ , fa sta~ini3 and benching sysitms wdl be ddemrined lhrougfr use. t C D3© t ~ ' • ~ ~ rnprx~ttrart;lolrnlaled dots is not ma ~ thr xcpvatwn dl leio ftga 5 Feet ~ t111,;:,~f ery. `trRrdf+on axe oho Appetrdrees A (Sod clostifx; ${oping n pf oliorrr) and B end 2' t t,. r 2 a< at s reins, Meld' .Lt~p`! , . ` _ =bf! pa9on f , G ,fro. sod +1, T~pt~l ik 6e bt 29CFR Pat 4916 ~ ~ r. ' C m : : p car~d~fe ,~rW be axpec9rd. PrApett!sn from TeMn~'+ock, : Y , r'~!4~ ' Subpori tysterna'tmng marrofocturas' i~uloted daft ~ ~ 'deNtotiorr, ' . t} 1he'tdt s) Ifd°a , ~ 3) ' iksigns of sloping a benchk+q shad G~ selected tram, sad 4f^atl~gtlpl tdt~dts uefi+q,to rernaie 1aNr tr sa+h ' . - aibweNf trJy`ttitk tpeptic, written appro>nol of r~F~ t „ . rpahMdOl , hit ~ ' bp►rica0ll! and o~Fl' ; , , : f ~ it `1 saN b olb t lo; tilrQ~ fan :and bo n accacbnce rsth, doto provxled n wrftten am, Tfie ~t>d ' 59 . ' ~ - , , ~ rislems, 9kadd -dr ~ ~ , Y 3} of >opport tl Ir ,prot",~tlteriet.or++d^t"~ arot~Jn#a, ~ ~ ~ >t~ " . ~ to rdent~ Cnleria That ofleci thesekctlo~ MM i~ruls bf #i;~OC. ~ er tier isms otAa tabulated data ma br ~ , 'tttt 40110 It ~y 9.=.. 40 ag•,~pollte~%rnott Qe kepi d1N9fiE wosieat From Nre !~;.df_ ~ s1's y } . • ~ a tro4t rttelarrg le►~es. oC f+t,preuattted done` ~ ~ tray Dt1A,~ dam, er,, use of tMt dots, and sufficient exptanotay dole os necessary io a writ(ng antl iidudelo- Explanatory mfarrr;tf {~;1k! asst - 4 , ~ , ~ 3 , . ~ , ~ ossrst n'mokm o correct dreic of o roes r r " 1" " 2 c faAfnq frQp► v tombinolion of ba~►'procoaflons. Tkc tdl le $(`0~"eA~bd, Tapered syttepr,>~rtrt the 9 PAS( falem. in matdr~ a ilole~itn, the piles detamiuMq: >>n, cnd t ' > 14" n. M At least one c of the tobutoted doto the • ' ' ` foyers diy li'ila llhe~4tlt~otbn, oR ~ sI0p0 01' oPY rYin9 th the t . At fly ~ p. • a lMe of da o katl ilM. ~ w„ . 1 3 OOd - 5 d'tx ,i~aC~t eretsR"anA ~ ' I Pfofe Tonal W in( a liAdtt an tD k,.+„ pr o and ~ terN/vot b1 haitattd tp4~bl►e br ~'1~teFt ~ Revs Bred ss EngNreer ho aptxoyod the amotan informttbn; t++S1odA41he identity of the RPE,11: +1M~d aPt tl►e 1 n+ " - s!►all be wrantoined at the efts riot' lire lime the work is ~ - ~po~d"~ evi4enetelC`~eo1~N Cava-tu; idure of 5} TAe rnate~ti`~ JC+~ ta'dingl` ftlM~fl fl►oE-iMOUfd rtgttirt ~ wtlrk~s dw' construction of the proiecihlt ~ ~ 1 n~ , a4 prelt~f sins, tTOm+ir~e ~rjApl~ertsb a other kotaitoat : " ' , . , being cart oul. ~ Y 10 ba okrs~ttadps o fj~t, BMobIC rrutt~d.' ~ 4) fhs' stns nol usa,g any of tM ,mod bD~q < ' . n. „ , • condtxx+s uFrtd riecesaetypatlprstrore Dear:ldoaR Excovations can bt desigTed by a ~egistaed Prafes~aid muat.be appnitirad by a R sieved Prof In . . , . TYPE 8 = ' : Epghea, put n written tam and ktpt at pre wak~le, txR must ,ay A ~ . , t ppraooq diobed rilA)dn'pt the watlrsite ttFitkr~p • ~ _ ' k+4 and briude tAe identty of .the RPE a~ . ,~t~rsOt tax ' ' #).COhd"sMq sot en-ufrconk►ed indudt, at leost, them etude and can dkn of the sl t and G wtulr oft wllpia en been ex~vrddion trhtae Prtfective: ~ ~ )pee or~nrafions of the moteriols to 1J~s~Air. ~ Itosl eFre : , ~ , . , syatdlpt,aretreot¢;astxt :Fre dret~th grtOter"Oiin,lk5 tsf (48 kp~e~;• of deiermbed io be safe fa the projecEond.tla name of lkeltPt..tdro of bre pttn Le to be of the job aMe dtxlr~~kN~~ v't ~ " Depth oP Bury in fi ' r_. , 2) CrgrxrNtr t6rys indudrrg:: r. yFovel opirrovad {ke plan. ~ . f . ~na Not• Availably of or ~tigdzaflor► a(N°tricun+brerrcer ,drieh Aecerdng to the new siandord, n anrallgn'iAaca7tai; ,mo4!axeote,o hazaQ ~(sindor.;lo crir:~'od~, ttiiy kwm, s~dyloorri and in nc : no ~Tressure c: sok lristodofioq; placipneril, uu and rerrw~d of plry 1' ' scn►e c tip ~ylgtm't oaE sandy ~Y'! ' , , Esfirrrt~l IaFul~n'af Ytttotbkais (qe~r, support s~stam nwst be owdable of the work a~,~ d ;IQIti• : . ; ~ fet~~tp~• i4daciricd, bet prrd fbie~, trot ; ' tlnh, ek) 3) Previpa~ ~ltar@od ao~s° crept llttae` ~fdCl+ '.Lip,, Prior. lV aC1{IOr'Itaetiar+s ~ xtOted : > ~ ' t!orit!"otMartdse As:f'ca Ypc aoN: • ' ~ : 1) 50111 t~ `i►teete'tke unctr+ttrN.yl' aotrrpretstYe , x . . Rrer~,,i~rrgys, laddef8 ar~dart as mtrAw i+t?AiOOeteJrgesi" sirehgth Of"tenllAttlf30n reQgittinanl; tOF ~ ~ ~ B/C _~ss : r - ice ~ ° ° o N anal, be rill+#n 25 l vf,an anpbyee Trott onir M eTxti is n . , ~ ~ Drrt ~ A9~MI ,ar sub~rot to vbrat 9r';:: a , ' , ' K , ; , , . taw tort ar more dry, . , 5) p►p.~Cfek'~at b npi stdtlx a „ , ~ : ~ 8 `kidflrtat ll~at 1s pert;ot' sicped, em where the 1t ' b molriie laaptlgldes, ) ~ Mt ~►^M4 _ < : 1;<MlumDae shown In aentheses next to mmii~a, fit. ' l+artd,Clr, a sid4, Ioyara,~ t~►to,.pi~:exi~otlan ar b tAopa Me~i tltep thou irIAXpMlll~t ALLOWABLE SIOPES (H. V) : ~ id ets from the Aonzonld. An h~e;berr► ~r+gnded a~ . SOIL OR ROCK TYPE ~ ~ . `rr, Q 10~ 1rr~of "10 one verticd (llhil~; but aip~.~ Ure fOR EXCAVATIONS LESS THAN 20 FEET DEEP 2; A short*iam moximum dlotrable tope o< t(~IY (63 4Mpj~r.".N eiMbvatbns b iciddrg ertd G,rrlyds fa lra~udourlw ;tYAhpgplhere lhcprdng nrehrid a~rQl1~0 tf4terrlse be ckrs~'ed os,'F4pe JF., 'in" t~ ~J i~t A sot that ore 12 feet (3.67m) or testy ,+MQt Shark'pr~ur9ble slopes ~ , Onrlq~pnclr rescut ~ a>+d ~g.;)rl>pEEtknt #ar pdenNody ~ ~ _1 4 t~';~ by:o~ CaA#irt +nserde. y . ' . STABLE ROCK VERTICAL- 90 d ter excorotioas greets thou r2 rest (1frArr} in dd~h thgd be 3;G1F'dt4l~ , y ' ( _ ~ - ~ ~ TYPE ~ 1e~►ldddx;~atttnded ls;dr 4eeCiil+t trio bat-Mltda t ~ ' ~ +a► tinned c St~sfn9 a betiching Ia excovoiana qtr #~OP~ 20 tai s1g41~;!!~agt a r ) IFesirh sort omorasehP; TYPE A 3/4 , 1 (53 deg #rgier'or eimda Rtgisttied Prolestiatol Engineer, ~ ~...4 ~ of;;tkfi hT-C1 wr kss; a TYPE 8 1:1 (4S d °4, fa ac IeWe and benMi 'Xtt 9='#3a tom: ~ CF1t , , . ' e9) ep slope n9 ~ . , ! Al 2) Groirufor t01t ihq gravel, 84nd •tlnlf faam)f toad; a t x ` ` "rpatetr~ ~ ~ - TYPE C 1 1 2 : 1 (34 deg) Part 1926, Srilipori P. / ' ` _ dye 1M tt4bNty of o~jear~ ~ suck a hNdager , , SV@fr►~ ~ i lfan witkh ~M' i1 t►tlly seeprxx a ~ „ ~F ~k dr d) SirDmsr9ad roftr thpt is Wort sAa6s~' cr , ~ . . : u Y, 5)1~04trkIF k► 0 ldppit~;, ~sd sleteat thltbpa dip into „ - . , ' J , , the 'txcd~ton da" ~ 'tom ~f four AorttaF~At' ~O ~oAt rerircr~l W . 1 ~ i.: r i ,(+4ttfV) ,st~ , ~ r a : , , ! U ~ y, . , ~ ' : ~ : ~ H MINIM ~ N . . ' „ i _ ~ ; . ~ ,,t~ Garrrant ttdteili;liad bocktu(rored include oN t -'i~x~ ook or:.~ +v: w berrtim . strt'~l~~h :titxt' il~~ #trer~ 8 psi ~ Dou Tors fir of e uiv, w bendirl siren ~h no# ~s~ `t on ~1~i)0 sr ; " , ~ e>Ad" parkk►q a~eos) and ~,aR extend a - , r,. ol.tht Utility Trench undar o.pi Dlpfh' - ~ th - ~ of A A 5l'titlget~r . a shtdt r•egrhe cexr ' is Brats ~ ~W ' ~ ~ .Gass ` oT Brocet NbUa ~ ; }t of , {otd:wolesr i rr~ t ~ tr; . Trdtylr tiaitarttd F YarE, Vert. a " Trench Horizontal o oru , : of Trench size IMdth of-"Troth Ftt Vert.' Merl: Spacing _ . 4 Crr ~ rf ' hret > { ~ : ~ t Feet ~ to Up to ~ 1 ~ to F , f' set ( ) 1 eE1 ) W - \ r~ ~ , tip~ld'1' T,:x~ .x~ res xe irf t ~ , aa,_. Up roe x4 x4 x' x4 ,a i ix,e ~~1r ,t' S I A 5 ~ a`'TQ6 :i4 ~x,4.ix$ x,tJ x$ 4-, ~ ~ ! Up Toe x4 x4 x{ is xa ; . 1xe ~ ~ UP to ~ , a. To,O: 2_a a ~ r ~ ~Q' exa t8 '4~ .xt 4 ~'':-AFxe 4 UD o10 xa xa x ~4 +a 4 a,a 4; 4"i,Ti`:t, ; " l ~ _ . , -r+ i x~,~(,,1j1 , 2 xe' ~ a , , totz axe ,w ~ xA as i ~ #M x a fi . 7f17~ ~ Up To,2 A s x a p a Ire a x a 4 8 x i ~.x e / w e ~ '~'f:: ~`-fT . t~ 10 6 +i x 4 x 4 , rl M 6 + E. / ' 3x0 ' ' UD To 6 1 x 4 4. x 4 x 4 `xi 6 i ~ 4 Y~tb ~ ' Z x . - ~ , , iD. x a x a , a x e 4 1 x t 1~ U To tg4att xa x8 c.r P 8 xa x.i ~ x xQ 4 rE 4 (10 ' e Gets ' ll . tb ~1 ~ to ' ~ tiu" w q - ~ I~ , . , T'3 ~ , 1fP„xa 1fl Tl,.x 1. rt 5 ,x x e >t a "td{ 4. x ~ t5 up To to 6 x i .k~ ~ .C! e i i fl, A~ + ~ x s i ~ gin. , F ~ ~ . ~ {IP Tatty X,d x t ,tor x } g . 4 to , ~ 3 x tl' Up To 12 1! it a r~ i'e e x t i a x; ip i + x'e, i x 10 ~ ~ , _ , t ~ ~`r„ - i ,r ~ `a. t ~ , , ~ xt Jxa ~ UD10s u MpTab / 8 xa x•a xB6a + a., 4 xe x6 x6 xaaxt 4 Bxi ~ Sx6 , ; , > ~ ~ T5 k0 p-a xA r,a tt4' 4 ax8 4 `JxA` UpTob 6xa x5 xa x8 x8 i txa i fxe xt2 1a to ~ . r : ' ~ '~';tfp,lbf0 e'x1 x~ ~#1 x w er1 4 axa' " W1010 6x6 x6 xa x8 xa 4 8xi~l i Sxa • , _~r T . . "~Ta1~ RK it 1 1 1";1,0x10 i axa up To 12.8xa xb xe xe xa 4 1x12 :xBxi2 ~ ~ `tM.y.G1 ~ ~ Orar 20 lktt l ~ ~ ~ tier O ~f ~ . • , S , A` , S ' A .MBE „ 0lE.tM?fw4~n0 >padNa ar qua ~ ' l ' Dep{k' Cross $rocas Nblet is . of t'~S!! Dees tMdes is of . Honzonlol d Col T F ax anz Trench NSdth of 1reAali Feet) Mat; ` ' ~A. . ~ . _ Trash Wfdih >tf rerich feet) Vat. VEr#; s►edng Spocmq Sue • ' r+wt uP to av ~ to vb le ~r f,~ l>p iD' UR to to Ux 10 l t , ~ F feet fee) i wf) M+ .f~ . . . ~t~. . _ UproB 4xa4xa, x6 xafixa 5, sxe a " x12 TRF,~11t,'fI~1tM~. , - . ~ a 4wE4`iti';4 xg x6 x ? "exe 5~' !~><d :s yi 5$," S up Toe 4x5ixa xe xa ~s 5. axa 5 7xa .•4xe • Wi IMAi xl x irti ift.><e. tS $:x Al .5 - 2xD e ~'t0 1 rtes of ' "otf~' !heir _ Q- to t~t x ro ~ ~ ~ 1 up To ,o ~ ~ a + x s x 6 x a x e 5 e x TD s i x e. ~ ~ : w fpx e A R x a '5 i 0 be oil tied ~ ' z- nd►cot:~d tp deipr► .aped ~ > ~ See Nole i ' . , ~i~ t _ } 1924.6 . ~;#gn of PF~tectlve Syntetas. ~ p 5~i 2 sfi p up TD a axe x s e e J x s 2 wheA, art ~Fi~lfied a ~P •w" '~a ~d xa ,~14 tYe 3 ixa x x~ xe s + s r0 T' t.. x ~ i errled" $te + f ~Tettorg. ~t S1►veitny a. 11t:,~ , xf0;, g: Yxa 1Q ~pToa ixa8xa x ie xe 5 5 3x6 +TO. r ~ ti a t1 " , ~ e e _ reins !9 "~t1 uale a~ " klr++ber . , . ~ ~ s ~ s u to 'R~t°~-±tt fi : a , F : g ~ : P ~ To ,0 8 x 8 x 8 . x 4f 5 x ~ ~ x a , x fiD kS ed~a";.~OA~MO tlhdr,r~Ap ' . ~I>n.roTa xa xo .e xT4s~Po 5 ox+z 5 zxa t5 _P - d x9 5 Pb" . 45 ft rch - xx~res ~ ' Su c~ • 9~ ~ t see No,e , constructiola° i10►' of , . ~..r,,k xt ext0 axa up To6 xasxa xs +e x9 5 {x10 4x4 position bti~tTeopt a . ~4oa x$ ,A e. .~tf xa } 5 15 u ro a x ti laterd are~tr;a~, tie: t5. 1rpTa6 x:a ~ aye x10 $ oxtz *b JA& to P sxasxe xs xe xe 5 " a s tks ~ lass o< feliM.'a=' Up,ta U„hr10 U To l0 ' ~ P ext0 ard4 10 :BxtQ; to 5. i 1? .d 1 3~/ 20 P x e t x a x a x e a x a 5? x 42 S 4 x a to Itie ~ adoNir►q d1! tie s~cpe~es passible fte'tweere ' " ~ ~ See Note , , tit.. Sls-No1r 1 them. 5 ~ R 2 See Nair f (3) AM Sea.. to 4 ~ Over ) ~ ice, ~ . . Over 2 No ( _ : dimension twtiiaattlE r ~ 91If Y k11 +1atG at YExetAS " _ St2E AND 5PA G ERS rr ' (5) H the' va4lpf{ t ~p.rtlrs cefr~tx of . Depth ` oss &aces woks _ Cross Broces Wahf flpr# is the la>re:tt. tots; o bolikar+'i ~f;the , z _ , of wf ~ „ axraum horizon of 7renrn Huruontol it F Vat. bwo ion a trenCA OTICOOts tarrq, " : :..T Elgrizart9k ; Mdlh rr Try,", Merl.- yet wldlh d aKn Vrt ~ , 1 " S~~ . ~ Spocinq ng Size het. ~ {t ~ ~ ~ 1 Up io Up 1o t U to a ' A Or M . . w ► eel ` h (feet) free,) g ~ set) (In) eM mu sll'sfFAN ~ 4~+k 'w : ~ Ar0 y embedAtd,ahe NIMti>Dl;t/~de ftaq.f~ree •:•~.>ras • ~ x~ M'1; e' 8 x 6 i 5' a >i i0 S ? x 6 Up To 6 6 x 6 x a x a x e e x e s e x t' S Jas COhM OF "lUd. FiU. SHALL 8E A . center of ter b ttie Dattcnr ` " ~ . 9.; 1c a x r2 -s x 'J~ 1 1, 5 up Toe a x o- s x a x e x e a x s s ,ax,o tf CONTftVT EOUAI. TO OPTIMUk4 AND UP . flu a f) ? e. , a x s of the trl4k~t riot` irrclret: sH xff x0 x S UP to UP to N11en rrTUB aT4t,sl te~ ~ ~ daloace 4~ A6(YME QP"lNriUfA, EACH LIF1 SHIW ro 1D ~ 10 exto 10 ! !,1 5? t tl IO up To 10 8 x 8 8 x 8 x 9 A 8 x 1 5 10x12 g 7 xa 6" COkdRACTED THICKNESS. 9hdl nor( eliCf(8tf~ t :br0 40. ~ `i See No,e , waits thgt p'0, k1 0 lad •Ol t(tte' toe Rt tht ~ D r Trench ; , xaexa s wxlo 5 ixa . UpTsi',MxO` x '~e 5 0x12 5 2x6 r S uD ofi 6xa6x8 x f (6) 1RIldf ;ice trGltobe N TiOfi Gr.~•~ . , p to uprDa exa xe xa 'xa6xe s ` ~ MP . ~Z10 19 ea10 8►M t9 5 ~ ~ x f2 5 2 x~6 11x12 5 4 x a Combinotf~tdth tin !tor ` ~ , ' Up .to Up to - - (7) ~ Gf c ~tOq the • ' See Wde # 15 See Noie i 15 valico4 ~ croTl~br~tll)t'11 • .fast. USE.. ERS OP IMPACT TAMP '$w t See Note i pl0ee lfre top,~r09atigee Ar>.Z~Fe tliCh t?l0 ` , ACHIEVE' dEM$1#Y. IriAtAfFAIN MOISTURE ~ SurMM ` +>i" tee) TAe ~ i'r~'?~ . T NIMIZE COMPACTI 3 ~Ip To 6 8 r 8 x 8, x 8x10 IIxM 5 10x,2 § # x 6 - tt0 ro a ' x 1o x10 x,0;' xta 0 $ 2 x i? g . ; _ NEAR ~ 0 MI vertical sp~oci<+g a~^trfNMlbY,~!~'s. AVOIQ CQ~TIkCT MIFfH PFPE AND MAtNT~ . - 15 t9 SetMode.t" : : See Noir t pPoCC the lgrrctsNetfdtw ~'d'ntot0, than MINItrK11A Of 8 OVER PIPE CR{?tgN Ntti Up fo " , r 0 See Note l blow 1h0; , o>) ~u~:#rend% ' , : USiNC Stlu1 MECHANICAL COMPACTOF 20 : ~ Notr t 20 - Sa MDfe 1 ~ Sce Note 1 , .g < - . ' ~ 5bx twat I+f . " . a Over 20 See Note. (I) P, ` ~ t , INSiAIC Ate f~tlt'AC7 IN . . ~ . tlcYER$ 4M~tK IN fi" ft1AX . ~ tiAl; . , , ' f~ouND Ptt~ B~ HANND Ta ' _ ~ : r Pt20VIQE UM~t')RM'.SUPPORT, ' ~ a:y . . ' Vp#TtCAL S110RE5 FQR"SOh ` A .1T ~ . , , , . MAZER S'~►ErtS FOR Spt TYPE B wAIER $YSTEI4$ FOR SdL TYpE C ~ ` y , • AW DER ; ' WALES " antic cni nerxuxreens , i ~ H l n n : ►Aaxhnun _ ; (Felt) D~ epf - ~ INSTALL Mlt? CQMPACT IN - ~ t<7dth of Trench ~ ~ 1Mdth of Trench Fell ax rx • ~ f n wWth of Trench F „ r-- 1;eneti {rp ' Vertigaf 1}ver B ,1p Tr~tah Vwtlcol Sectbn ~ b e o,« s un ro ,z aw n W b is Trench YaiiCd 8D toe ' Av + u1 ro iz aw tr W a q 6 MAX UO"ER$. MfbRK IN 4' t. tea- $h teodulus Shah tMr~ ' oc~g : , ~ Ip to H o T5, " °"^9 9 LEVEL FM~4Al. GftAQE By HAND. I Up to 42 ra. Y{~r ar~z yiinder Has m a 2 F .3 F . tlalz tt(n0er Has brier tiarit: y>srda ~ i •F (Feet' . a,~ f (Feet Ina) .Dior Spac. Dior het feet In oc. is . . , . , t- ' T 3.5 8.0 2'in B.0 imrda 60 3 in .3.5 6.fl 2 n 6.0 2 ti,0" ~h a*'"-' . elver 8 ~ ' I . . tAdr liver . ~ . - , . 5 4 7.t) 2 .n 3 h, - i ~ 4 7.0• ~ a.a. ~ ~ , g." 4 ~f . t1~ to , $ {T~Te' B) , ; , . Un fa _ 9.0 2 i1 9 0 Nxt,(a> 9.0 3x 2 ~-tor 6.5 2 u1 6.5 t 6.5 1 , 14,0. 12.0 3 In 12.0 3 in 12.0 3 in 0 14,0 10.0: 3 in 10.0 3 10,0 31n ENGINEER AND REPLACE WITH A FOUNDATION U ]A vn 10 ,a+M WOW v rv rar ur.,ra r v t f+~ 2 in OF TYPE MOW. PLACE AND COMPACT b`TO 4% WET OF O TO 4% WET OF t.► J TO A~ IZ 1~. PROCTOR DENSITY, OPT, IiK~ISTURE OPT. MOISTURE 8 T 2 h6 3 3:9 6.0 2 in 6,0 we(2) 6.0 3 In 3.5- 4.0 : 2 in 4.0 NO2 in W) 4.4 3`1n (+r 10 TEES IT SWL CONSTITUTE -EXTRA WORK" 1.5 T ker PN1f 2 ^ 4 7.0 8,0 3.h 8.0 3 in 9.0 3 in - 12 - 10 4.: 7.0 5.5 3 in 5. 3 in 5.5 3 in•:'. 3w 2 Up to (fPt' Up to - - UP AO , AND SF All BE PAIN FOR AS EXCAVATION. TESTING ONE TEST PER 2004 -OF REOUIREMENTS TRENCH PER 2 FILL 15 15 14.0 10.0 Sin 10.0 Sin 10.0 3in t5 ' 14.0 $U 3 in 8.0 3 in &1# , 3 In 2m 2 33 5,5 2;a 5.5 ~,1s1 5.5 3 in 3.5 15r 2 in 3.5 35 ~ 3 kr 7 (TpAe A) OMa - TYPICAL WATER, ANQ ,SEW;,, TRENCH. a 'AID. " Cover UO to '151 4 7:0 6.0 3 to 6.0 3 in 6,0 3 in of - - 15 4 7.0 5:0 3 in SA 3 in 5,0 3 in 1 ^ Up to 20 IF RRP IP P P PR 14,0 9.0 3 in 9.0 3 in 9.0 3 in 20 14;6. &0 3 in 6.0 3 in &0 -3 ht a t. _ is 9 • ~ , x: 20 Notr 1 Ovef: • Note 1 Over 0 rr s, a ' 2 Hg1e (1 r. F TRENCH AND EMSEDMEW TO'BE SUBSIDIARY R , FaOEnotES 'to iblei; and iqefW akte on `h 9, tire found in tFdtn (g) t Cgt►sult product manufacturer bnd/or qualifiedengineer for -Section Modulus of awoobie wales - * TQ i AND SERVICE LINE ' BID ITEMS Uf Sheets n uu, f r ~ hrr , , . I , r ° R h ~ ~ Y<.a., 1 ~'RC ~ f ti~4 ":1 R - a~iew";c t'L ~ ~iiers. ~.~~tE OF jf~ ~~NNM~y ~.f y'. i R08ERT RUTH `W" 't 1434 S~q . Existing Existing Tree ; Typ.) 2/4/00 0 o ~ r' _ _ i~ Q ' 111 ~ r i ~5,,,~,~ a 8 ~ ~ r ~ ~ ..i - - ~ h "1~ . _ ~ ~ fi General Notes , taus _ 01. Afl Plant Material shall be pruned /shaped as per Landscape Architect ' . _ - after installation to remove any broken or damaged branches and to give p ~ ~ uniformity of shape. 1 - Woter .Oak . ~u " . 02. All Plant Material must be approved by the Landscape Architect before ,Y,__. _ installation.. - 03. Verify all quantities before installation. 8 -Sea Green Juni r ° Grease Trap Lau>n Dempster 3 ~ ~ ~6 3 -Crape I-lyrtle (Tree) ~ ~ ~ , 04. Broken pieces of sod (smaller than 8 square) are not acceptable. , , ~ Q 05. AU Crape Myrtle Trees are to be pruned up to expose 6' clear trunk(s). _ _ sidewalk O6. Landscape Contractor is responsible for clearing. any dirt or mud from ~ ~ • + + l+1 ~ public roadway, Landscape Contractor is also responsible for keeping the { site clew during construction and pla7t installation. ~ O ~ ~ ii " ~ r - rip, t •-i ~ aw.e . ~ r. 07. All proposed New Canopy Trees shalt be containerized and have a ~ _ r Tree Protection Fence (Typ.) ~ ~ ~;'~s. f ~ ~ , ; minimum funk dicrr►eter of lyj . ! ~ "Lawn ~ . ~ ~ o - _ _ ~ ,y O8. No rots are clairrred for the existi trees in the int calculations. - ~ ~ pa ' , '.":A , 2 Pcmpcbe C~ra34 " ~ ' ~ ~ , +::FS , r` . . ~ . , j ~ s- Oq. An automatic irrigation system wilt Cover the entire landscaped areas. ~"t ~ 4 ~ o' 8 - Needtepaint Holly ~ ~ti , . ~ ~ 10. Typical Dempster Screen Fencing is to be a 6 Ht. Wood Privacy Screen, o _ _ , ,t i,.`, , 11. Bedding Soil (floWerbsds) shall be prepared to a depth of 8 inches. 36 - Dwf. Yaupan Noliy ~ wv,, ~ _ 5rdew~lk: ~ xl - = ~ ti 12. Five prwnde of fertilizer (3-2-I ratio) shall be incorporated into bedding soft.. 1! 6 7`°~`} , ' 1 ~ r~ ~ , 4 ~ _ r 13. Beddi Soil mix shall be 2/3 sandy loam topsoil and I/3 composted pine Lawn ~ ' ~ ~~;,4, r bcrk mulch and t dressed with a 3" la er of ins bark mulch. ~ I -Live Oak a , ~ ~ °p y p ~ 4' Wrought lion Fence ~ ; 14. Install 3' diameter mulch r' 3" thick around all trees. 'f°' ' ( ) 15. Hold back turf I'.from all shrub planting areas.- ~ ~ ~ ' ' o,r 16. All last material is to be uarontetd for I full ear. ~ ~~~Y ~r~:, ~ ~ ~ _ " 17. onion control is re irrd as needed and clean-u s nc uded. ~t~ : ~ ■ ~ p ~ ~,r.~ ~r~ w,,h p ~ Y~ r~ ~ 18. Refer to SITE PLAN for adjacent Imd uses, existing and proposed ~ tom? 8 -Sea Green Juniper ~ y, ~ k s r~ t_ _ utilities Ct1d Ea56rnent6. _ ~ ~ ~ ~ ~ # a{~ i ' , t f 4 - eke lm I`~b• ~.,a~ ~ x~,~ ~ . ~ r Dr E 0 s.~ . - _ ~ , y~ _ s a , , ~ , r ~k P a0 t ~ ~ ~ a ~ f'a~.t ri ~ ~ ' ~ Landsca e Galculal~ons oo ~ ~Y ~ ~ . ; - z., P _ I ~ POINT CALCULATION5 Lawn ~ " 0 ;'s", . b~'' a a r>; ~y ; ~ ° ~ s, 80, 010 / 1000x30 = 2,401 Points ~ / ~ ~ ~a ~ ~ St set ape .9, 36 - Dwf. Yaupon No11Y . o a : , 372 (frontage) - 37 (driveway) / 50x300 • 2,010 Points TOTAL r++o~x>~ ~at►~t► _ _ _ - (Existing trees ere not included in point catculatians. _ ; • ~ . l'lajor Arterial Tree Planting r ► o ~ _ _ ~ P ° Lawn 335 / 25 14 Canopy Trees Regiired along University Drive s~ ~ • ~ o.'~ N Lo ~ OV District -Plantings utilized to satisfy parking screening o r accrue no int value. li 5 - Watsr Oak po - ~ ~ ' ► ' ee t.`.7 Sidewalk , r , Pro osed Landsca In - P P 9 ~t Z ~ ~ _ _ 9. Green Juniper _ NEW CANOPY TREES (container) , 30 @ 75 Points = 2, 250 Points W . ~ , _ i , o NEW NON-CANOPY TREES (container) . , ~ Lawn I 8 @ 40 Points = 320 Points - SHRUBS (5 gal. or larger) ~f l ~ , Iq7 p ID Pointe I,g70 Points ~l Existing Tree I - Drake Elm i ~ 42 - Dw . Yau k~ II to roman T J TOTAL PILOPOi6ED L,At~bCAPtN6i 4►WO Plofnta ~ F parr o y ( Yp ) d _ _ 3 -Water Ode . ~ r r _ 7 -Pampas Grass Tee P otettiDn Fence (Typ.) ~ - _ -Water Oak W o 1' steel fence post at I i 18' on center. ` v~ J ~ ~ ~ + _ i t l~ Lawn 1 igh Visibility Plant' ~F+ ante material ( fenu), Min 4' Nigh G~ ~,i? , o , ~)tr, - I Lawn + ~ ; ti J' l r~ , r + ~ p Troe Protectlan Fa cn tna o Place fencing P the drip line of all trees shown to be protected. I' p Laura 34 Sea Green Juniper roe r ec ion encin e ai U Ref • None Scale: N75 1 - Bald C ass yPr' 2 -Crape Myrtle (Tree) a ~ ~ 8 - Dwf. Yaupon Noliy 4 u U N L1 C m J i-~ ~ ~ 21 L )~T ~ _ Y ~11 Off' r.~ 0 a= _ _ _ O _ a 0 ru o , 1 v cv 4 L ~ _ - ~ tp 11 Cn 3 D ~ ' I ant List - tre c 5treetseape Only 40 5 Gal Wax Myrtle (Myr~ica cerifera) 400 I8' NeN ght Min,, Rooted, Full 3/24/00 - RBR ® 8 5 Gal. Needlepoint Holly (Ilex delcambre) 80 18" Height Min., Rooted, Full +6 c KM QW"Y 0M Cal'n'iorl Nary (8efO11 n Not (BOta*d No Type PO" 2 5 Gal. Panpass Grass (Cortaderia selloano) 20 24" Height Min., Rooted, Full Q y NOTE: ~ 7 3" Cal.. min. Water Odc (Quercus r ® (10) 5 Gal. Parpass Gross (Cortaderla selloona) 00 24' Height Min., Rooted, Full Oak (Quercus nigro) Canopy 525 (NO POINTS FOR THESE SHRUBS) 0 122 5 Gal. Dwarf Youpon Holly (Ilex vomitorio 'Nana') 1220 12' Height Min., Rooted, Full 5CA Street5ca trees olon University Drive will be a minimum of 3" in caliper. 1 3 Cal, min. Drake Elm (Uimus pi L v Ref Nate Scale: 1" 201 North Elm (Ulmus parvifolio 'Drake') Canopy 75 ® (44) 5 Gat. Sea Green Juniper (Juniperus chinensis 00 18' Height Min., Rooted, Full Sheet Npmber 'Sea Green') (NO POINTS FOR THESE SHRUB'S) L7 m dkrw* I 3" Gal. min. Live Oak (Ouercus vir ~ 1~ Verify all Iaie before conetructton. knk (Quercus virginia) Canopy 75 ® 25 5 Gal. Sea Green Juniper (Juniperus chirensis 250 18' Height Min., Rooted, Full 'Sea Green') Tw ! emlo 01 5 3" Cal, min, Bald Cypress (Taxodii 41 U P'r'- i. N NOTE 5treetscape trees are hatched f, u ti 7!'777 7 77 i 7• CO 1 A.1 H - - . - ~ _ , _ _ . ,r~ _ x - _ _ - - ~ o Existing Tree (Typ - ~y Z - - - ~ ' S , i, ' ION ION , , ` k - 9~ ION ~ U. t r , k leeve - ~ r 12H r 12{_{ ~ , (231) I . - 1$H ~-I k, ~ ION ION - ~ i ~ j i ~ ~k' ION ~ 1 WF k' ~ • S ~ C J ~ ~ 1 S k' ~ 7 12N - I S ~y I ~ ` • Q ` r,~ . t' ION I I r 11~ r ~ k on ro ION !I' ' _ _ , ~ J ON ION ~ r ~ , i2 y~ ~ ylecYe' ION fON ~ ~ ~ IOF ld~,n a ~ ~'t - ~ w ~ ~ ION ~ ~x: ~ , .y! i k ~ f # - I~ ~ + _ f' Sleeve _ ~ . "n ~ k' , ' Iyz _ t ~ I "Water 1leter t.~s: i , ~ . _ 1 ION ~ ~ ~ ~ _ _ ; ~..W a. Irri lion oni~~) , K_` y. ' N ( ga i ti . I n ~ R _ i. ~ al IOF ~ - , ION - _ ' a ~ I i~ ~ Ik ~ i ~ - ~ - ..c~ } 15. ' , ,,r_ I - ~ R~ ~...n ~ . ST _r_ , . . - ~ ~ "~i" ~ ~ t ,fir, W ~ . _ 4 . r Y f . _ . - ' " fJN ~ ~ 4TU1 f "S. `P _ _ ION ' < ~ ~ ~ rib ' ~ ~ * ~ r I ~ - ~ ~ i~ a , . r~ Viz, k' y, ION k' ~ ~ , :I>~~ W . IoN Ic ~ _ _ _ _ _ . - ~ ~ ~ 455 f~At 10 _ ' - r~ y , ~ i~ / . r ; t . a~~ ~ ~ k' _ ION t ~('.r r ~ r~.:»ay, to ' - ti r' ,~'F e , 15N ASS'S ' I~r. . ~ . ~t ~ ION a - Ck' F? ' ~ . , { 1 k' ~ l t Q ~ r 4 ION , 4EST _ ~ + ~ , _ - ~ ibl ~;fi - r IOF ION ~ ~ _ I f ~ ION t • ,i IPN IOF ~ . r 10 ti' a ~ . 0~, i ION ~ , ION - ~ k _ t ' k ~ _ - . ~ , ' ~ ION t4±±_ _ _ 4 ~ I ° k' ..ION e' lore !ON i ~ 3 (,>N 4 5T Sidewalk ,10Q 15 w _y ~ > z ~ _ i u ~ k' ION ~ ~ , . ~ to ~ { ~ 12TQ ION ION IDN W ~k r i 5l ve # 5leew - ION 154 ~'1 k' ` i IONS ~ ; ~ k' / ~ _ k' ~ k' i = ' ION _ - Sietve , IOr; - ION k~ ION ION T ION ~ - v~ fir/ ~ ' r > IOF _ _ ~ 15 iDN ~ ~ i p-., ION ~ IoF 12TO log - ~ ~ W IoN o 0, m 15N - y J 'K- tON 'k' k log ~ v IOF Q~I p ION C f ~ IDN k .r 'iy ; v ION ~ ID>-I ~k' 12TH 'ION ION :.ION I ION', ,ION ION h. IOW. ` .IDN ! ION ION ION ON I ION ION 12T ~ ~ 15N ON ~ ~ ~ ' , i - ~ ~k. ~ ~ - ~ Pr _ ~ ` lON o "700 (BLUE) ~ ()3L 15 E al _ _ - IOH k ~k ~ ~ 0 ~ 70fJ 700 ~ ~ ~ r r ' d'. r 700 ~ 700' 7016 Lawn 15 s 15N r 1 (BtuE) (e~.UE) ~ ~ I~ ~ l~.uE) (BLUE) ~BwE) ~ Irri' 'Hx,_f`lainlirk': ~k' ~k' i - ~p ~k' k' ION ~ aw a~ ~ v' r, ~ ~ k' , _ _ _ ION .k 15Q 15N ~k' # _ . - ~ _ Sleeve f ~t ~ti I u a~ ~ _ r c.; u a; a m ~ - v c ro _ i _ - _ - c T_ ~ l m i . N D Q: U I V E R S I T Y DRIVE - N 0 m N N ro Irri anon S ec 9 p nat~ L a OI All moin lines are 02 All loteral lines a r r G~~„L'..~i__.. 03 All fittings a•e to I I Irrl UIIVrI .J CLIIILUIIVrIS 04 All wring is to wiring is to be 16 gauge. c 05 All sleeves to be % a Vd" (Vdwno) 06 All valves are to sleeves to be Schedule 40, valves are to be Toro P220 series automatic valves "I (21.8 GPM) 45.88 GPM) 07 Controller is to b stroller is to be Toro Custom Command, wall mounted in metal box 1 tt2 (42.51 GPM) 08 All valve boxes (c tt3 (14.95 GPM) AVG. grade for a perioc valve boxes (concrete and plastic) shall remain flush with finish de for a period of one year or will be raised/straightened at no n; qq (43,1 GPM) (34.28 GPM) cost to the owner t to the owner. Oci All irrigation coml #15 (45.88 GPM) guarantee (materi irrigation components shall carry an unconditional one year Toro 5702 Series Sprinkler rantee (materials and labor u'° ( GPM) 10 Installation of all ru tt7 (31.95 GPM) Landscape Archite ~ n m Q ion tt8 (38.88 GPM) are covered. r a tt9 (31.43 GPM) II All irrigation ditcl 01 (9 i Pipe is sized to irrigate entire island. n Ref: None Scale: 1" 20' North 4- SwAL Verify 4I! dlrrrawiaru bef" comtruction. a~ rJ' ~ d , 4 - - p f i • i~.Yi ~ r""'r'...w""1 r I ~ I . o ° E,i;tirFa Tree r Typ. t _ . ~ ~i ION ION 1 ~ (II ~i ~,1 , ION g55T 4E5T r~ o SIe 12N 12N r 120 i ~3~ ) q~ eve i . ION IKN .r R, I N ION ION ' ti' ' x' O m ter ~ Gg 0 I. ION ~ >s' I N ION 4 v ~ . p IOW 10 I I 12T0 F . , 15N ION 100 T 4SST 4 5T ~ ~ ~iee, y~ 4' ~ o er I 100 ION 104.( 2. t i Ike ~ L ION y. , r.~ I r:~ IOF N ION xi ~ ,d '"4 ~ , 4 ~ 91eeve 10 O ' ` fi~ , x r y; ION 1 5 0 4-. ° +a, r , , ; y . ~ ' ION 6 ION ION ! ~ . 4. R, fi 5. IOF ION ~ - Y ' ' 100 51ee4 e f' ~ ~`~`.IONqI 100 ' lyZ" t^later Meter 10 i ` ~ + x•`. I' i 15 ION ~ ~ . ~ , 1 i k' 4 r I t' ('Irrigation only) i(~t ~l' it . lOF ON r. o ~ , Y ~ !G i , t~ . r • ION IO ';K {F' ii ~ 111 {f 0 ; . ~ ~ pia ~ t Imo' ION I .'3~, / ` I ~ ,1 • ' 1 ~ V },i - , f r ,y~, ~i. ~ ~ 'o I N i ~ ` ~ ` w 15N ~ ~ , . t , ~p 10 ION 4S5T ~ ~ a p Sleeve t bif`J55Y ~ L i~, i IO ~ ~ ~ . R N .ION , : S. . 11.1 ~ ION I ~ • ~i . , ~ I.,N - , ' I ~ , ~ IOF g55T Pat to r , . a ~ , f ti, ,i ION ~ ' msSp~ f ~ ~ IuN s ~i ION i.F,~' , i u 15N 455'F 1 t Iii ~ I I lj t' lOF Ir.'}N # ~ 10(x, 1,2t(;f r, . , - ~ l ~ _ k. ~ i~, z 1• , t' U ION 4E5T 'Y` ION IOF ION y~ ~ IOE IOF ION ~ 15N ION ION !ON o ~ ION ~ f 1 ION ION a 10 4' J b" IOH q 'ST .ION Sidewalk ION I~~cO v 3 15 r v ~ u ~ N I tUN ION i`.'N 1 ION ~ , ION 5, 2T0 _ ~ :,,log, e LL! ~ 5leeve `j o 100 ~ ~ rb ION ~ ~ ' 4 ~ . i i' ION 15N ' y: . 5i~eve i~f iu rrsr~i n ION li)N Ii~N k"'N ,r ~ y ' F: ~ ION ' 'k' o r u ~ a~ p. IOF - m 15 ION ~ ~n ,f,r ION ~ ~ I!' i~' C ~ I''T~: 100. 0 IOF - 1,7N p 0 ~ t5N 5' ~ ~ r J ION 10~? ~ u ~f ION t IOF ION ~p ul.. ~ r ' Ge' ION ~ ~ I ?N r,' i r 1 ION i2T0 ION ION 1 ~ ION ION ION ION ION ION ION IOH ION ~ ION ION ION ON li?N I~'N I,.N I,T~ 15N ON I " G ..b'4 ~;E 700 ~$LUE,> IOH 6 o E :'y-~ 64UE) 7D0 (BLUE) , ~ 15N y ' ~ • , ~ 1', ~ s;' R ~ 700 700 ION n ~ q ~ ~ 0 ~ ~ 70O 700 . ~ ~ y r 70! Law I:~. 15H 2 2 (BLUE) ; (BLUE) ~ I~ (BLUE' (BU1E i (BLUE 7reeYe 'nf , ~ C ~ q Irri icn..Mainline ~~i" r ~ I(~N r Nb A7 n8 + 1r . R ~ (~72' ) ION 150 15N ~y' 1 I 5leeve v 11 /~f . • t. r_- - . ` E i 1 - Il ~ _ NI ~ER~,ITY GRIti E } s ~ _ i' ~ i Irri anon 5pec'~ 9 1. . r ('I All mnin lines ~ar'e A 0. III lateral lines or- All fittings are t~, K Irrigation specifications Oa all wire-,~ is t~~ ~ 1 )F. All elee es to tw VIVO (VOU W) Or All valves are to I rim 41 (21.8 GPM) 'PM) 07 Gxitroller is to be val valves at to 5c xc) X41. valves ro e to be Txa P220 series avtor'nati,: valve, troller is to be Toro Custom Command, wall mounted in metal box pVI.OPM~~~ tt2 (A2.51 <,PM) (45 86 G i151 All valve bo-•es ("c4 valve bo•es ("concrete and plastic,) shall remain flush with finish Uf 43 1495 GPM)* AVG. grade far a period ie for a period of one year or will be roisedystroightened at no #4 (43.1 GPM) (34.28 GPM,) cost t the owner, t) the owner. ^ #5 (45.88 GPM) Oa All rrriqation comp guarantee (materic tt6 (38.0(, GPM) IO Installatix) of all i #7 (31.95 GP-1I Landscape Architec t Irrigation #8 (38.88 GPM) are covered. tt9 (31.43 GPM) II All irrj. Onion ditch an Ref. None Scale 1" = 20' North Pipe is sized to irrigate entire island. 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Y- 1 ~ y F 1. n#• 76 t err, { :.p ~ tM,~e'~~• '.u. ,.tr K 1 Jr a~ r t- . r t , s. - x. u Y 4.r .I. r. M .V. . r { ~:dR' 'P'P' N, a `A., 'rFt J' .vf r~i ,1''~. ,,rs .'t. ,r' i• 4: .x~: ^1'd ~.';:F' ,}?7~ .P r} Wh ' ~ , Y. Y 4 } ~FF ~,,ri. :q, ?s• tc. rl yr , ~ ~ . ,.1 . ~ "~,'I{'' t . t :L,R ~ ry \ ,J~ ,I 1Ytr R .1'aLs'v.x~+..',r_:,T4'":d'1b,~'itl+,R~. ~-..:h~'•lelt nY .,~7:~ - ` i . , , ~ ~ ~ ~ ~ F~ GRApMIG PLAN NOTES: ~ , ~ ~ I , 1 1 ~ ' EX ATION AND E BIWKkiENT• \ \ ' ~ ~ CAV ~ ~ ~ ~ ~ ~ ~ ~ ~ . i 1 ; r' ~ '~.4f REVIEWED R k 'p' ~ ~ I ~ f ~ ~ ~ ~ ~ }~IiU~` ~ i~' ~ C!~MPLIANCE ; • 1>l N r k ar r n t . c. feted ~ ' t. PnQr to any excovatbn octrvdy, the kop slx inches (6') of topaai ahaN be emoved and stoc ptT4d f e0ie q h1 a+np cP \ \ _ , ~ ,1 ~ a e it b h r. ~ \a \ 1 ~ ~ ~ 1. surf, c as d acted y ~ e Ej►g~^ae ~ + ~ - I~ t I f ~ ` 1 ~ , f , 5 APR 0:3.20.00 • t ~•a~ nk within the builds and avement areas shall conform' to Glt of Code e S otion Specification No: 103. ~ Each ` . \ ` I , ~ 2. All amb0 mast r►g P Y 9 1 ~ ~ ~ ti • 1 N, i i r M' q8 Sta ord Procter. The contract allall e ~ ~ ~ a 1, . atx jneh (6~ toyer shoN be compacted to 95X max mum dry dens ty pe AST D6 { nd ) of ~ a~ ~ ~ ,4 + ~ \c9 .~a ~ `~s l ~r ~ , ~ ~ ~ f~~,~ 1 ; gyn. i ` 1, n , r . , i ~ ~ N i ~ scale: COLLEGE STATION ' ti' ~ ~ ~ ~~o; ' iJi ro immediate ' beneath the 6. concrel4 omen \ ~ ' 1 m' the option of ploctnq ettl+er 1~ of .select' t~l or .6 of t.►me -stab zed subg de ly Pw , ~ 1 ? . + ~ , ' ~ 1 ~ ~ t inch = 20 feat DEVELOPMENT SERUICES f ; • , W . Select fiN shoU have a Plpsticii Index between 5 and 17, Ume'Stabihzed subgrade shall have enough'linu to'produce. a pH of \ ~ ~ 1 - - y ; 1 ~ ~ " 9 ~ 12,4, Sea the Geotechnicpl Irweati anon fol" Prapoaeq Cheddar's .Re~iawaunt by 6/SIAI for oddiiianal information pnd requirements, ~ r► ~ ~ ~ ; ` ~ ` ~ ~ ~ 1 \ , T' 1 3. In all other areas, Goch layer of embankment aho0 be composed of moterial so graded that the density and uniformity of the ~ , \ 1 ~ surface r irta be secured the Ordino Cam ctian Method, Ordinary Compaction consists of rolNnq and apripkling each l ~ . ~ . Ioye Y by ry Pa ''~e ~ ~ ~ j, ~ m ~ embonkmeni I r to the extent direct the en sneer. Each foyer shall not. exceed ei ht inches (8") pt loose depth and shall be \ 1 ~ ~ compacta~d with roNln equipment apprpved ' by the engineec. Lbmpaction shpN continue until there is nq, evidence of further • ~ ~ ~ ~ gx, 24 R ' ' r q c ' notion with the rollin ra ipn each la shall be brau hi to the moisture content dir4cted b ' ~ ~ a ~ ~ ~ ~ • compaction. Prto to and tn, oniu g spa t . Y~ q y C ~ ,w + . 4" RCP Storm ~In~, r-_ , - % ~ f' ,~,,f.,,,.. e~~ o r I i ui ble a ui men to Insure uniform cam ctlon of the entire Ip r. Should the' - + ~ --~.r " tt~a 9ng►nee and shall be kept kve ed w th s to q p t Pa Ye \ r' , ' w. ~ . ~ ~ /~ss.-,~--~-' ~ ~--~',T"" 73,2 1 ~ ~ ~ ~ ~ ~ ay reds; fora reason or cause, ;lose the required dotuliiy of finish,. ti shall 'be re-compacted and "refinished at the contractor y , ~ ~ , ' ~ o x ~ i expanse. ~ , h ~ 'Connect .to Ex1' Con4:' Pvm~ ; y , wss " ~t 1 e,~ (sae ~toi0 ~ . w. . 75.00 o ~ 4. Tha bid pricq for "El(CAYATION shall constitute full payment for excavation and disposal of excavated material, including the ~ ~ ~ \ , e- ~ . . i. die aol of sur lus moterial; inatollaiion and removal of pll necessary sheeting and bracing; water and dewpterinq as necesspry. , ~ Pp . D ~ 81, ~ ~ Sik Fer►co at tAe pf slope l ~ , ~f a►ope ~ 2:5' Wide Curb Opa+fig ~ ~ ~ I ~ ~ ~ I I 5. Sae site pbn fa dimensions. ~ ~ + 1 78 ~ fj I ~ !I f 1 ~ t ~ ~ ~ 73'0 ~ ~ - ~ T l ' I , i EXI3ting I ~ r• ~ . f ~1 r • • n~ 1: ~ . r Dumpatsr . ad ~ ~ . ~ l 1~~~,,/~ I ~ ~ ~ :f ' ~ ~ I Ground ` j ~ 1 ~ . _ ,``i ~ J I ~i Sepprotion Geotexiile 1. Length shall be os shown pn the conalructipn drawings, Dut not. I ~ ' 1 , _.a~~ iobric for Full Width - it leas than 50 feet: M ~ ~ ~ ~ , • , - and t.ength of Exit Prof a Graded to Prevent Run-Oft - ~ r~ f 6~ r` ~'V ~ from Leownq SNe• Thickness boll tx nat less than B aches. ~ ~ ~ I ~ I ~I::: ' 2. s I ~ 1, r. t„~~s;:~, , G t ~ 3. Width shall be not less than full width of all ,points of ingress and, ~ ~ ' ' " ~ . r~ ~ ~ ' ~ ~ ~ ~ , , , ~ ~ , ~ x n ~,,,4 ~ e egrCy9. l' i ~ ~ 1 p . 1 r Provbe Ap roprioie Transition " r P r Between Stab hied Ca si uct o 4. Siabilizotion for other' areas shall hove the spina aggngate fpickn o 1 ~ ~ , , ~ ;'l , i , ,;ter` I Entrance and Public Right-of-Way I ~ ~ _ ~ ~ , ~ , ;,z P ~ ' and wtdih requirements as thq stabdized ,ronelruCtion exit, un ess ' ' I ( r' I" r , C f ~ otherwise shown on the .egnstructian drpwigge. - f a , 4' a~~. ~ ' t~.A, ';ATM ~ / ~ , ~ ~ a w f~ 5. Siabllited ores may be widened or Venglhened to accommodate o , ( ' , JL "i'i. sl1R r~1 •,~tr ~'I '!^ny,', ^ ~(~a 7f ,~y7 L' P~' truck washi area. M outlet sods ent ire mtht be provided 'for the 1 ~ - ff t , r' f nq T. P +1 ~ fY+r-,r. j ,,r r`.~~ -t ' f r ~ ~ t 1 ~ I . ~ 1 ~ er;~I . ~ , true was q o ea.. .p ~ / ~3 r ~ ~ 1 4.~...,~' ~A-~ ~{yY~ .Lrt1'r- , r; wr:p., r ~ I ~`6 ~.1 r,e ~x . • { } - i n 1 9-Stobili natruction Exit. ~ ` i ~ r•~ ~ ^ Existin 6. Sae Sect o 0 56 zed Co ~ . ~ ,r> ; q Public ( C , Tne Rrptlestion finetn~g ~ tom; ~ .'w r.:;,i,. Ground ~ ~ J ~ z •!,f;. r r M ° Right-of-wpy a I ~ ~ ! J, ~ . ~ I' l „S~;ff'' to ;t',~r' i ` ~ •y~ ~ . ~ ~j`~I 1 1~1~C,~i~,. Ili' r ;Y• ,i~, rf'; ,d' e ~ w ii i i Course f at! ~ r. a. ~ ~ a r ~j~ . ~ ~ ~ G is r' y~ ~'r ~ + rS, ' ''d fin,- 1 r )TA .~I: J~,. "i!~ L.Si~ l,i /~4~~ . ~`~t v I J5. 11~~' ,t~~;. s ~1 ' t iii Con tr t~ n x ~~;y 1 ~ G t,. C~'. i 'i~rM'~{y. 14. ~x"~'Y~.~• •,.1"r/dhf x4Y ~d /~1a"°p,'I'..',I~ u I 'I' 1~ ~ 11 ~.A~~M g~. i i .1 ~ F r ~ :,:.r p rI ~f r ,li ~.1~~r ~R f ~ u j~Af''~ N"'S{.Iq, ~1 , r t ~ { R1 u I . .'~I' r.> I r.' k•,.~i,t ,~"•rbr,,,~Y ~3r' / , , ~Y o-l'w,h d I,~. ~ wr '4, p/+ r,1 , I ~ ~ •i t~~l} A. 1 r"'~~M1i~1 ~'i r, ti - w 4'"~r~ ~ 1 1 ro 17 ri!" .are ..stn / t 3. ~ P ' 1. ~ ' f 1' ' . t K ' k ~ ,~~tk ~'1 1 j 1. . ~'e _ 1 I ~ 1 ' ~ 1 ~ ~ F (1 l / s , . ; ~ x ~..>asa,a . i 1 info ~ ~ 'sr tr«ph a~ Top F,Mv~tn.~ ~ :~1- ~ I ~ ,r j , ~ ' • • EMI 1 / , ' r ~ , , . , w ; ~ a ~ • , 'f 1 . ~ / 1 . , . t r.~ 1 ' ~ ~ , ~ ~ I . 7~~, , . . t l 1 , / • ' ~ / ~ ~ 1 r l ~ 1. ~ - - d 1 ~ / ,4 ` ~ i L J l i a ~ ~ 'frpp R Ion;Fencin , R , 4 r ;F 1 Gr, . ~~/I ! I ~ 1 ~I a Z I , , „ l t .'f!Y-T.~.~R"~.~ . { I I 4 \ ' • 1- P. ' , ~ ~I I, + ,1.. . ti :t , 'd' ~ ~s'z Y ~ ~ e ~ ' 1r' ~ ~ , ~ ~ 1 I e~ It 1 d ~ I • ~ 1 _ D~..Sr .i." Y 4t '1 ''1 4-.. y. r,, ~.I P; ` I / ~ -~t~ j~ . ~ ~ 1 ~^e';'~, , r~~• um st r Pad Inset ` r 1~ , I ~ ~s1 ' ~4 Barn ~ 12" ~ \ \ \ ~ ~ ' ; - ' / f f. . ~ ~ t 1 ~ , F.ence at T91. of .Slope / f a ~ _ . , ' - - _ „e, ,F,r,~,e,,,,r•~1l - E,~..~1~'pr-I~esA+r::-ISl'G ,--~'.G~ ,nr< ~ _ ~ ` J e o . ~ 1 ey W 17 ,n ~ ~ ~ 1 ~ ~ '`.t ~ ;E. ~ J' . ~ . , ~ ~ , 1 ~ . ~ f ` - _ 1,.. uk:._, ijp_ _ . ~.f11 `u r!E 4C ~-~s~- Uf -=-«°U I.fC~ c;;~-^'~,W. ~-'~''r'~Ut--'*'`'~.~-:~UQ'.c: 0.50' • - 1 _ , ~ ~ ~ 1 ~p a ~ ~ , ~ _ P ~ "w'. _ tai,/• t~ ec 10n ~ ~ _ pis _ _ . . M ~ . _ .f Vo ~ , J' ~ r, ~ ~ ' , rr • 2.00 ~ B ~ 9. , .1 --'--x ~ 1 ec ion ' , . , t . - f ~ - ' _ Steel, fence past' at , ` ~ ~ ` i As o n on Plos ' ~ . GRATE W/ FRAME AS NQTED i HS-20 RATED ~ No Expansion Jvint 2,Ox Slope toward Curb , . ConErete Curb , ' "'t' t' Expansion Joint ^ ~ High Yi;it~iliiy Ptostic - - - - - . #4 0 A ,fnOx lU Sp4Cln9 / x^'^~~ rau{warv waawu~ tp + Ground line fi» K 6" Trench p 3 Boro 12 O.C.f:.W. m` Bury toe of $ilt Fence Existing Contour I ' -,ae Comooct trench bockfill to #3 Sors x .:2a Q 1'2 4.C, 3000psi CONCRETE 10,3ZI 0&7' Drill ,8: Ian, 1i~' Curb EP6*' per TxDOT`.501ti No Rcbor $be stobbed Into reen c0 orate. FL AS SHOWN ON 9 r the " ri li a qL Lk,-;o" forming, I 4p n a PLANS 0.25x WN) " all trees ~howo to'be protected: . J Ej-F Section D ,:,V f TRENCH GRATE ETAIL , 1 r 1 r 5 M f y J, f ; . ,r' 1 i 1 } in 'r'. r .'~1 i; rl~..f 1 i ~ i R. f i r - - _ . . :'i y e •h , ` ~ ~ II s I ti,~;,,;, q ta'tl~ ';v, r y+:: • l r :n..:' : ~ ,':rte 7 r ~ ,g Y .Y~ rFr ray- r V , . ~ t ,...,..r a ti,. t 5,,., ~ a' r ~ f, t! 1 1 Y. 1 J : . n i ~ .r.. r~ .1: ~Iw '.rr ~I~ .4 _ r • ~ ~o' t~, ~ Yid r ^rti,. ~ , • 1 ~i y •S a , ! ~ r,, ~ ...r ,.p r r ..r. 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(eoixrete 0-4 "ptostic)'shon remain flush with finish- r. , : !t 3,r , ' .r • , ~ w : Q r~y Ce GPM) 4 ~ ~GPM :coot. to the owrte O.q, Alt I igQt Or'1 'eo1Y 0~6' W a twiad of orie year 'or wilt 'be, raised/straightened at no ; . et. to the ouxier, . + r. ji" r: t Irrigation 6. te: $hall.cd ry, ai uritonditiondl ora►itee {rhptr is and icbdr) "~0Z 10 ri~trter 38 , of ail irri dtie jrtdr i ( 5 5prin kler ftAtl'pti6n shad be ga'tlocf componeritlt • c>ppi-oved' try Sheet Number Cf'M~ 1r"ldti6►i a a 1Dr1 c , .:r f } rodai6dpt Architect; Oaxxr or' Ouxiers'' Agent. before pipes •~EF~Nont . S~tNr s d•t~~:cdvd'ed 1: , /y4 ~ 1r ~ r AH . ~ dl'1E ~JCGiE'i ~ :r , , ~ ; r ; , , , : , ~'rt QOtdl1' Ci tt Wii' Irrigdtion ditchtb 3 li t* backffiled. to tamped: •r:. 1-r - _ LV: Is '.c. 47 1 3' t0 a ? it land. all dh71tl4tididr4 , Y . td~truttjan. , , • rr Is 1 a l S' i x $ - 1 ;*~p - . ~F - r ~ !I G G o-~ rGd I s l ' I I Y - 1 ~ I ■ CAST STONE GAP ON TOP OF STONE WALL i I RECESSED STONE FIELD ! i t • W/ OItNER-SUPPLIED SIC~IACsE I' I I ~ ~ i I) I 'I CAPPER AWNINGS OVER 1 ~ I I' I ~ I DINING AREA WINDOWS ~ i i I) ~ I ~ I ~I ~ ~ I 11100D PANELED SIDE I ~ ~ ~ ~ j I' ' I j I' i LIGHT TO MATCH DOORS ~ I ~ ~ r ~ I ~ ~ ~ ~ I II STONE FIELD BELOW WINDOWS ON STONE SILL Sr: I ACCENT ROWLOCK COURSE ~ I I / \ t t' FIELD BRICK ~ ~ ~ ,E ~ ~ ~ t t ~ i ~ !i i . , ~ , ; ~ ~ . ~ is ~ rn i, ~ it ~ ~ - _ ~ - _ _ - _ r '~i I ~ , ~ i i - I'._ I i ~ - _ _ ~I 'I I, i i~~ _ -r....... __...T__ _ r ~2/SPI3 ~ 0Z/SPI3 i- ` ~ `1- a I 1~ i J I i AP9*ff*CTUM SAWMG DONffrR=TM IN EfWM FALSE DORMER OVER BAR ~II ~ I ~ ~ I II ~i I I ~ it I! j ~ i ! II ( ii I ~I ~ i', ~ I i ~i aR£A ~ 1 1a.-~~-may,! --iL.._ i_:_.~_.~._.~.~~ .1.~._l..i ~_-u--1-~r_ L-,.i-~-1.~ -~.L__t1_~.i-1J__.i~..~-LT.~;-.__~-1-; ~ .i~- ~`~'T~ ~ ' ' --li- i i I I ~ . i~ ~ ~ I ~ i ; ~ I ~ ~ ~~i~. ~ _i.,-.~. -1-Li_11_J-,~-~_._1-l_i-i 1'~ 1-•-:1-~ ,-~-i. .l-t. ._Ll-~~ ~ - ~ ~ I ~,-'r i ~ i~~ I' i I I I' I~T~I'- I (i I ~ ~ i i I~ i ~I ~ ~ ~ i I'i i !I ; ' i I ~I ~ ~ ~ I SHINGLED ROOF ; ~ ~ ~ ~ j I I I ~ ~ ~ i , I ( ~ I ~ ; ; ~ ~ ' Lt..~. ~ _i-~_i~ , I -.1 u_ ~.~t ~ _I l I , , _,-.~~.--I ~ i.. ~._i., 1__a l_..-i. gar J--._.__._{3- i1. _ ~~y__l.{..1-1.. _ _l: _r-.-~-{ - - ,i.. -~.i.i_.r ~ 1-..1, i I i I I PLASTER WALL FINISH ~ ~ ~ I I ~ ~ ; ~ ~ i ~ j i ~ , i ~ ~ I , ' i ~ ; ~ ~ ~ ; ' ; ' 6 ~ , ~ ~ i~ ~ ~ , I ~ i ~i I ~ I _ 1. i. a a , a ~ l 1.~ - - - 1, t-,. h.rii_ . ,.1~- ._11 i ~ ; , I i I AI T A P N V I M EDCs L AN TA ZED E L . ~ _ _ , T a 1 1`~ CsUTTER AND DOWNSPOUT ~ - , - - ~ TO SIDEWALK DRAIN ~ ~ ~ ~ ~ _ _ , , ~ , , . , , , ~ ~ , _ _ , ~ ~ . i ~ ~ _ - _ T BELOW - RE: (d2/SPI3 ~ ~ ' ~ ~ ~ ~ i ~ ~ I : ~ - t.,_-,_ 1-u... , ~ i_._ _ _ ~~-t --,1 - - - 1 ROWLOCK BRICK COURSE b _:11rLlTi.T:'ii?iiI '.'~ll'~:LTi'?.11L' ~ 0 'LrIIi~i;`i.~~~''?~iiT7~Ti"':II'~1 ~.u .ILA 1 IUM A UC 01/SPI3 ~ ~ 01 13 I /SP F ~-1 1 O ` f } CAST STONE CAP ON TOP L ! ~1, i ~ 1~ ~ ~ ~ ~ ~ I ' ' ~ ~ i~ ~ ~ ! i i ; ~ i I i OF STONE WALL l i ~ ~ i l ~ ~ I ~ I I ~ ~ ~ ~ ! ~ , ! ~ ~ ~ ~ ~ ( i ~ ~ ~ . , i ~ I I ~ ~_-a_i i ' I ' I I I I i~ I i I i~ ; ~ I I ~ I ij I I ~ ~ ~ l i ~ ! ~ I ~ I I - l i l - ~-~.~--~~li~,~ .~1._111~._' 1 1 1 I C I I ~ , ~ ~ ~ PAINTED WIRE MESH NEON _ ~!-i I u~ I ~ I ~r - ~ SIGN SUPPORT BY REYNOLDS I ~ ~ i i i i! I i i I I i-'~ I i I l i I i~ i~ I t i ~ ~ i ' .-~-il_~-jam ~ ~ ~i ~ ~ Ll 1_l_ ~ -~--1r 1>--~- SIGN COMPANY - 91281m.1594 I , ~ ~ 6 ~ Q i i i l i ~ ~ ~ CONTACT: TOMMY ~ I ~ I ~ ~ i~~ I ! i i I ~ I ' ~ ~.L l_1_ ~ ' ~ ~ , REYNOLDS ~ ~ ~ it ~ ~.r,~~-~_ ,.~.1 - r~~ i it ~ ' i , ~ -,1~ 1 L ~--i~ -1--i~- ~ i l I i i ii i~ ,I i~ ~~il I i~ ~ I i ~ it ~ ~ ~ I ~ it i i it ; i i I' ~ ~ I~ I i Il ~ 'i i ~I I ~ ~ ~ I I ~ i I COPPER FASCIA ~ ~ ~i I~ ~ II I' I~ i~ ~ i~ ~l ~I I ;i ;I ,i i! (I ~ ~ 11_i_ L y ~ ,.-~:J~ ~.~~1~ .~_I_1_l~~t~ ~ _111._ _~L ' ~ -~.-iJ- i ~ _ ,t~,,I t i~i~~i i T i i ~ i I ~i~~ 1.-~ -i_i~- ` -1.~--'-i { ~ ! I I STAINED WOOD DOOR ~ ENTRY VESTIBULE GAS POWERED ENTRY SCONCE C~ _Ip i _ Y' r - AR'S STONE BASE BELOW WOOD ENTRY SIDE WINDOWS 1AM9 3 3 4 4 4 4 . 'fu • 1 r, i. 1 1 1 i A~ 02/SPI3 . if AM 7PXM (--G` P K ROV I 1 t t 1 p 1 EXTERK)R )R tom` 7 -7-7-7 EL.EVATKM AS DORMER OVER DINING AREA I ROOF FRAMING - I -t- 1 i 'I~ li I it it ~ II i! I ! II I iI I !i ~ I i{'tr 1 I ( I ,I I J-1._I~:- ~ i~L-L.I---+-i-.1-~- -1-~-+r-~-~1-.-~1.-.1i-1-L_ ' -:-1-•_y,.i__~_,.-~ i I i ' DUMPSTER AREA ENCLOSURE } I, j I 41 RE: SP13 I .!a ~ I; I IJ JI ~ ` ;i ii I II I I 1 II li II 1 II I I ~I ~ III 'I I li ~ II I I i .I II A I I I i. ~ I ~ `I ~ i' ~I L 1 I I : I ; I MV. DATE DEBCWI I II i L 1 Ix& TRIM CLOSURE AT - - - - I I i i I , ' I 1: _ f DORMER CORNERS 11 j I TI I I ! 1 1 1 1 ~4 ~ 0104DO CITY SUBMISSION i II II I~' ~ I 3U81'115510N I i it i I I I! I ~ I 1-1- yl ~ L II I ~ ~ 'hi ~ I i t u- i ) II III ! it i' i I I I II 'I I I LL L; COPPER ROOFING OVER ~ i~ Lill I I I - { (i LJ I I C I I I I ~ I '1 v I ~I GREENHOUSE I 1 1 I III i I i I I~ I I~ II III ! i; III ' I I ~ ~ ~I it I I.. I.~ I I~ ,I ,I,I I I.I I I PLASTER FINISH DECORATIVE SCONCE LIGHT FIXTURE REFER TO SHEET SP13 %IK FOR DUMPSTER AREA \ STONE VENEER \ t 14,--L INFORMATION \ y 5 13 o08 REAR ELEVA71ON llu P+I,. 1/41 0Z/bPl3 mZ/espu r 'Lr j I f f CAST STONE GAP ON TOP OF STONE WALL i F- RECESSED STONE FIELD lU/ OWNER-SUPPLIED SK~IArsE ~ r y~ r COPPER AWNINGS OVER ~ INI A ~ D NG REA WMDOlUB ,i ~ T I ~ i i~ I ~ ! WOOD PANELED SIDE LIGHT TO MATCH DOOR6 I ; , i ~ I i 9TONE FIELD BELOW WINDOWS ON STONE SILL ACCENT ROWLOCK COURSE / \ FIELD BRICK ~ ~ 1 1 1 f ~ ; it j r.~ « ~ ~ ~ i! 01 _ _ , : - _ li I I ii i~ - - I i ~ I ' ~'J _ _ _ L I/4" ~ P-0•' m'115PI3 0Z/SI°13 i P T 1 8 FALSE DORMER OVER BAR i ~ ~ i ~ ~ ~ ~ ~ . ~ i ~ ~ ; l ~ i ' ~ ~ ~ ~ i i ' ~ ' ~ ~ ' ~ ~ . ~ I i AREA ~ ; I. ~ I ~ ~ i ~ ~ ~ ~ ,i _ 1.1 ~.1J- I i I~ i ~ i ~ ~ it I I~ ~ 1 ._1 1 i ,_l _ ' a S i I NGLED ROOF i ~ i. ; ~ _i ri..1-~_._~L~-.~ I ~ i; ~'I ~I li i , ~ it I'' 'I ~ ~ ~I ~ I~ ~ ~ ~ I I~ ~ i ~ ~ ; ~ j~ i. ~ I ~ _ 1-1_.,~-- --i~--.. ~-~--l~r~r ~-L~ ~_U~~1_~a ail--s-L_~- -11-._~_~ ~ .~1 __l~-~~l_ ,.il-..~.~_~1 ..r~_.-~~- ~ i~ I ~ I i ~ ~ ~ ~ i ~i 17 ~ i i I ~ I I I i I~ I i 1 ~ PLASTER WALL FINISH ~ ~ ~ ~ ~ ~ I I I ~ ~ I ~ I i ~ I I ~ I ~ 6 ~ Lip-- 1-~~:U-~- _:.a _.L.~ 1-~.,r .-._i- -~T;; ~ i_-_~. a.-,. ~...;-.._~!~..i _x..__11. _4~_.. t _ _ _ __Ll _ - ~.i_ a .-a ~ -y.s.. -~.u J--. I -L ~ _1-1_..~--a _ Ll .mil i iL _ ii- i ~ ~ i ~ li ii 'i I, ~ II i i i, i i ~ ~ I ; ' i, 4RCHffgCT ' ~ ~ ~ ; I A i INT A I P ED G VAN M TA ~ i L Z ED E L , r... . x_: ~ .1... -1~.. ..-1. i..~,~-.~._. .--11 -1.. . ~--i r- ..i.:_ _.1- J--i .J t_. .-L ..4 1. - -1r ..1--y1 GUttER AN OWNS OUT ~ ~ : ~ ~ _~~,-L i TO SIDEWALK DRAIN i✓1_,;_ ~_.1.: 1 _ i._~ __-i..._..., _.1~~ ti ~ ~ ' ~ ' FL AMN MQ BELOW RE; 02/SP13 ~ ; ; ~ ~ ~ ~ ! ~ j ~ ~ i ' I ~ i ~ + ~ i f I 'I T.., , ~ ~ , ~ ~ ~ ,t ~ i ~i 1 i ' , Y]NffflK1CTm _.~a_~~,.. 1i, 1 i.. 1. , .1_`~ 1. ~ 1-t_1-i.. ~ _i_1__~-~-_ _..-1_. _.1.1~- i_r i. 1-L _i-. 1 a -1 ROWLOCK BRICK COURSE ~Y. ry r J ?r I u11 ------.lIIIL'~~17L'II'--- - \ ° -li?TrrrP~T??1TT~Tii~IIT[T^' t ~ - 4' ~i mZ/°vPl3 pp m'1/SPI3 E F ~1 1 4 M J I a CAST SCONE CAP ON TOP 'I I i~~ + ~ i I~ OF STONE WALL i , ~ ~ i 1 ~ ~ , ; ; ! ! ~ ~ I , I~ 1 :HELL, L.P. ~I I I I ! I i I 1 ~ ~ I I i i I PAINTED WIRE MESH NEON L_~~ i~ IAK LAWN AVE SIGN SUPPORT BY REYIJOLDB ! i i i ~ i i ~ I , j I I I L SURE _1~~ SIGN ANY - 91810.1894 ( - ~ ~ `-1-i-~~-, ~-~1-1- COMP ~ i I~ ~ ~ ~ i~ i Q li I ~ i i I it j li i 11 I' ! I ~ TEXAS 75M CONTACT: TOMMY REYNOLDS i ~ ~ ' ~ ~ i ~ ~ I ~ ~ i ' , ~ I ~ i ! I ~ t !I ~ I 'I i ~ i i i ~ ~ I !,I ~ ~ I j' I' I I ~ r' ! I ~i ~ i I~ ~ i { ~t .>i.l_.l. ,rte { 214.521.3066 M A !M1 AleAA ~ 1 ~ I~ ~ ~ ~ II II i I t; I i I i i I I t GOPPERFASCIA I ! ~ ! 11 ! I ' ~ it ~ ; ~ ~i i ~ ~ I. ~ l ii I ~i ~ ii ~ I i! ~ I ~ I~ !I I~ ~i ~ I i ~ i it I ~ - 1.__1-i-~--~ -1.~ `ii i ~ I~i~ r.~ ~ i STAINED WOOD DOOR ENTRY VESTIBULE I GAS POWERED ENTRY SCONCE 1 D STONE BASE BELOW WOOD ENTRY SIDE WINDOWS 3 3 4 4 4 4 : 1/4.. , I~-0~~ ` MRS ~ ~ 0~/8PI3 ~noote ennei~v_ RAW9 vvl i n F I nor i I r -r- EXTERIOR )R ' f s 1_ • j s I~ DORMER OVER DINING -/-TTF-7 ELEVATIONS DNS AREA ~I ~ ++Il II I,'~I y { 11 ROOF FRAMING ~ -1,_ • 1/4 0 +I i' ~ I ~ ~ ~ I' ' I I ' I I ' I ~ ` i I I ~ II ~ 119-0•• DUMPStER AREA ENCLOSURE I i I I I II i III I RE: SPI3 • I i I ~ I~ ~ i I I i I, i i i i I , ~ i 1 I~ 1 1 1! I I. ! I! I I! I, I l l l l i I I I, j I FEV. DATE DE CFNPi li I I I fi I 1 1 A -L Ix6 TRIM CLOSURE AT I _ I _..~__~-i_ ~.~._...:.-1_~_{~ ~a~ i_.,r. -_I~ ~L, -L.~~ ~ 1 i_.,~ ~ ~ i • J--f _Ll__,-~_ ~ ' J , 1. t'-_~ - _ I i ~ a l I+ I i j+! i l l l i'~ I ! I', I I 1 1 I l l I 010490 CITY &JBMI8610N UiL I DORMER CORNERS i l TT I i i I I I , I I i I .I Or I I ,I COPPER ROOFING OVER I ~ I I I I I ~ I I GREENHOUSE L PLASTER FINISH DECORATIVE SCONCE LIGHT FIXTURE REFER TO SHEET SPI3 FOR DUMPSTER AREA STONE VENEER INFORMATION \ \ \ I W 5 co 08 0 1 REAR ELEVATION 1/4" • 1'-m" 0Z/SPI3 mZ/bPl3 R I rv. ~ .,(grr Y$ 4! ,~''~"CRi'..!^A t~=.. ~ ~ 's+R tt,~a. ~ ,.a ."3 _?h~R~ 4n ...3::.. ~..::a' M.: g ~ ~ ~ LL. M ~ 6 a. ,+r , ~ 3, µ fin. ~ C . ~i,~. . ° . t t - « TS• ~ ~b - . - ^ a, 3i"A? ` v. _ . . 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C A j' ?"W+? , + ~tr~,=A-`'+y,..+"Wf..Y~k. q•~ ~.a dd ~ to .sr.'w s C~'`,.p e--t.t~'„sue rvv Y > k a 4 I ~y , ,x „ii .a . d ~ w cyre.. .Y Y.w ~ ~ e. ~ ~!'A x. ~?'1,.~ .;59 ~ 1 , ~ , s r` r. ~ ~ "r `.+n: ~ tiro.. 1 ,~f ~ r ~~'N _ - F . ~ „ ~ ~ ~ _ , ~ ti~ , ~ K, t r t~ E~ ~ Are ~ _ ~?~d n as ~µy` riwdrwrir~r.+.Y~ ~ T'~ p ~ q I ?a. s ryl+~ Mho ^y2... . ` M L, 5, , r ~~'~~~'r'..yf I y. i r ,.~~,i G'k,, ..p w b 1(,.€~ sQ; .q ,oa, ~t9 .yt _ _ a i ~ ..,r Y:. ' a° efl.,.'~`,; w.: ,,.;f r ..-:.,.s:~ e A` ~ ; w. w..r-' {k.., . c. ~ ~ -';'y e'A' ,yr . , 5 t R.' ..>1~ a 7^,.... r ~ I s. r_ •wl' a w _ I,r ~ I - I ~ , I r, 1 , ~ Ik n, y @~ _ FY , u ~ ~ , . ~4 Z ~ r ~ M' ~ "6 ~ I ~r~ ~U . ' 4e n ! ate` +~.o '''~1~~ t r; , . t ~ i. , P , , t ..i . " „s, y'. ,15 s r: . I .~~.r ( ) - J , r i'e , . a ' K J i '-I W-4" A 0 ' RC~11~Y £x~r ENS ITT Pp,NIG 'BhR HARCWARE -lie 31-0" X 1'-0" DOOR USE DUMPSTER AREA HOLLOW METAL OR GRAIN LING / AREA F: WOOD SLAT ON METAL TUBE FRAME. BREAK SGREENWALL ABOVE DOOR IF NOT Usti HM. DOOR AND FRAME. _09 cp~ IL /ldl PROVIDE DOORBELL AT DOOR a (ADD PEEPHOLE IF W.M. DOORS t PROVIDE V EXPANSION JOINT BEM 1 REV. DATE DiION Y rr Y ~rPSiER AF~A l X11r wnM AFFA i r .00 n L f . t } s ry lk~ x ARTA" ul • Y~,.,n fit. 'i .~1Y }Y.- JJ ~ , ' t , s , . • ~ e;s N. erg,; _ • ~ - - - Ems. ~ ~ d kp. , as x~ q a A r.. M t , ~ - .e -L L ,a oi- r x a. 79 itf:g /n „ .ib Sf> a.. _V X.. r - . _ .:Y~.. ~ _ .w . RY - , _ , 1 GRADiNC PLAN fdOTES~ 1 • 1 1 1 ' ~ ~ ~ EXCAVATION AND EMBANKMENT. r• \ \ I \ 1 T. Prior to any excavation activity, the top six inches (6"} of topsoil shaA bg removed and stockpiled for reuse on the completed ` ~ , 1 , , ( ~ ' / f rf a direct b the En inter. \a ~ ~ ~ ~ su oc os ed y q ~ I I ~ 1 1 1 ~ , f . }~i r~ ~ 1 ~ r . u, • p.. 2. All embankment within the building and pavement oreas shall conform to pity of College 5toUon Specihcobon No. 103. Each ~ ~ I ix i h 6" r shaA be com cted to 95?: maximum dry density per ASTM pggg Standard Procter. The contractor shall hove ~ 1 1 ~ ~ I s nc ~ ~ ( ) am a a, N , . ~s I 1 ~,s i ~ t i ~ f I i'}l ?I ~ i h i~ bL11• J 1 4 ♦ ~j • the oplron of pbcing eithtr 12" of select till or 6" of Lime stabilized subgroq@ immediatety beneath the 6" concrete pavement. ~ ~ ~ 1~0 `~e 1 I~ ' \ Select fill shall hove o Plasticity Index between 5 and 17. Lime Siobilited sub rode shall have eno h lime to produce o ph of ~ \I 1 ~ ' 1, 9 u9 t ~ / ~ ; 1 inch 2D feet ~ ' k~ ~ : i Inv ti tion for Pr sed Cheddar's Rtstaurount I f r ition I information and re uiremenis. ~ ~ 12.4, See the GeotecM col es qo opo ~y B/SM o odd o q ~ ~ ~ ` ~ ~ , ~ ` , ~l 1 r f mbonkment shall De com sed of matgfial ra d that the densit and uniformit of the + ~ L 1 1 3. In all other areas, each Iaye o e Po so g de y y I r mo be secured the Ordinor Com onion Method. Ordinary tom action consists of rollin and sprink!in each • r ~ ~ ~ ~ ,1 t surface Iaye y by Y P p 9 9 ~ ~ 1 I I ~ 1 ~ J ~ _ ~ ' ~ embankment to er to the extent direct b the engineer. Each layer shoN not exceed eight inches (8°) of loose depth and shall be ~ ` y ~ ~ I I I Y ~ ~ Y m t d with rollin ui ment o roved D the en inter. Compaction shall continue until there is no evidence of further ~ ~ 1`. 1 co poc e 9 M D pp Y 9 ' ~ cam Ilion. Prior to and in conjunction with the rolling operolion, each layer shall be brought to the moisture content directed by ~ _ e_ ~ ` l Ex. 24" RCP Storm groin- ► r-,,r„' - - ~ - ~ ~ 1 ~ , 1. / . _ _ s . _ g m '1 p ~ ~ h ~ in er and shah be ke 1 leveled wish suitAble equipment to insure uniform compaction of the entire layer. Should the ~ ^ . " . _ ~ - - u rode for on reason or cause, lose the required stability of finish, it shall be re-campactM and refinished of the coniroctnr's ~ ' s b9 Y - j f~. a.. I I - 1 expense. I J ~ . a-ss / 73.2 m m ~ s-n I u v -o T• ~ Ex. Conc. Pvmt. ' ~ ~ Connect to ~ s• ~ .i,--- e~55 .C D Lcca~ . s. n ~ ~ 75.06 ~ ~ n 4 4. Th bid rice for "EXCAVATION" shall constitute full po ment for excavation and dis sal of excavated material, includm the ~1'. I II \ ~ ~`~s~ foes detail) ;1 • e P y In ~ 9 i ~i ,te. ' e-u I disposal of surplus material; inslollation and removal of all necessary sheet g and bracing; voter and dewotering os necessary, ~ ; I I ~ ;I I 81, I I Silt Fence of toe of alope 1 of toe of alope ,s. ~ ~ ~ ~ , u c~ U f i nin. 1 ~ ~ ~ 5 See sift plan or d me s o s ;I - i~ I ` j I ~ 78.3 ' 2.5' Wide Curb OpenM - 1 ~ 1~ ~ 73;0 ~ I ~I 11) I ~ I , / ~ r ~i ~ , , ►1 ~ ~ , ` i, ~ { 1 I ~ I: , I ~ ~ I ~ I •i,. Existing t jl I ~ t ~ Ground ' ~ I i ~ ~ I I. Ili ~ t ~ ~ R TI N T ` ;r I' II Ij ! ~ I~ - 1 1.. ? $e aratan Geotextile-•f 1. Len jh hall be os shown on the construction drowin s, but not ~ ~ :I, ~ ~ s, I rv I P 9 s 9 a _ 1 ~ ( I fabric for Futl Width less (half f ~I 1 I . Profile Prev nt Run-Off 50 eel. li j I ~ I , 1.. I I and Length of Exit Graded io e ~ , I r 1 ~ ~ from Leaving Site. y, 1hic~hess shall be not less ihon B inches. ; j h I I ' I ! ~ ! ~ I w~ ; ` • ~y a i- ,vii a, I r , i~ 3. Width shall be not less ihon full width of all points of ingress and' r 7 ' T x I ---I , ~ I r i ' - ~ I ~ ! v ~'r . ~ I . .d ~ Y Provide Appropriate Transition egress, ~N,,. , _ _ _ I I . 1 Between Stabilized Construction I I' ' i. i'1) I~ - - f _ r k, ) r ' 4. Stabilizoiion for other oreas shall have the same a re ate thirknP. 1 I I Entrance and Public Right-of-Way 99 9 ~ , ` 1 ;I t I~ y ; I ~ s,~r + ; i and width requirements as the stabdlzed constructon exit, unless I; ~ ~ . ~ , ; ~ 1 I ~I ~ } ,p~ olherwigQ Shown On the Construction drawings. I i~,. ' u ( ~ ~ 1 Ili I - I j - + 5. Stabilized oreo mo be widened or ten tnened io accommodate a I II I / i • , Y 9 I' I 1 i r m i rout a for the i I .s..H f , truck wolhing oreo. An ouhet sed ment tap us he p d d Ij truck washing urea. ~ u I f i iir ~ _ ` ~ ! ! Ae ~ ~ ~gs. , . , , III ~ ~ ~ 1. ~r ~y.z i.: t ri!'',]" s ii 1 6. See Section 01569-Stabilized Construction Ex 1. l ,I ~ ' - Existing Public ij ,I I I' ~ Tree Protsction Fencing ~ ~ . Ground ~ Ri ht-af•-Wa I ' ~ r - d ,I i~ i j ~ i ~i 'I ~ ' ~ ~ I _ xx 1 a ~G. ' ~ l' . ,i' i 1. - e, ~,1..- ¢ T< , ` t:0uf4e Aggregat! i:} I 1 ~ r ~ t0•, 1 ~ a ih / • I Ar ,r ..r r.. ...r rl. r , ~I~ ed Construct~o Exit , , a; I. ~ ~ ,t~ Sta b z , I I 1 r I 1 ~.v - ii it ~ ' ~ }~q~( ~ 1:~:,y y....1.. I I , 7Q yrt,1.~•' i • , ~ ~ ~ - J 1. _ t! +I~ 80.5 _ tt k 1 , y1* ,~ff r ~y ~r~ ~ ' / II it I ~ S fyl §'y., ~4.r StF^•~ r it W ,r ~ - ~ ' f ~ ~ 1 ~ + 717.35 ` + ~ I 1 ~ I ~ ~ ' • - i ~ • w J ~ r 277.35 1 L 1 • _ ~ 1 ~ ~ • ~ I 1 1I i 1 / r~ ~ r. f.. v ~ 1 1 / u I~ r _.Tree •Prdtection Fendnq . c3 1 r 1 ~ ~'I iI II / I 1 1 ~ 4 . ~ I J ;h ~ li I ~ i i ~ ~ r Trrach Drain- T Elav 277.21 / , , 10p h LtvN. f/l N 1.0X 10 ~ Q r I. . t _ / ~ . j 1 L . , -•-•.-~t-•- Mhfl End ~ a 1 I II ! / , . ~ 1 ~ . l~ I 1. / I b a i ~ ~ I~ li I II I I ~ / , , r.. 1 ' . ~ r~ 1 ~ ,I ~ I. II ~ ~ - - ~ i ~ ,1 / 1 )7. / ~ z, 1 i 8. t` I . 771. 1 I 1! ' I I 't I r , 1 j ~ I 1 I 1~.~1 V. 1 • . , • ~ ~I r :I ~ I~ III / /r I / - 1 r' ~ ; ! ~ 1 - ti ~ f -~r ill i ~ ~ . ~ ~ ~ Tree Protection Fencing r ' 1 ~ I 1 ~ , , / I ~ ~ ~ • / ~I it ~4. ~ 1 1 ~ 1 f . i 1 .1 ~i I I li ! 1 a;~ ~ ~ ~ ~ . r ~ z B I I 1 ~x I 1 ~ 1 ~ • ►eyn c~ ~ W r ~ f ~ - _ f _ _ _ _ _ I ~ , , yy I r r+ T/C~T~30...._-. ._-t" '278.38 + e.~ i ~ , ~ I\ r rr. ~ r ~ / ~ ~ ~ f ~U' I II I ~ 1~ I I ~ ' 1 / ~ t I \ ~ 1 78 1 i r ~ / ` ~ ~ J i I I' / ' 1 1 ' f r! \ I 11 I I 'i i 1 i i I, + ~T a++'116AT + + I ~ ~ ~ ~ 1 l 1 ~ i• ~ ~ , 1 •,.-n. ~ 1 T _ _ . _ I ~ Ii ~ , . 1 J ~ I I i ~ ~ 1 t~ - I ~ I ~ ~I ~j - , f r Pad Inset I I ~ ~ I / Dum ste ~ ~ i~~ ti I ~ ~ NTS ;I I I / - " 7ti.2 r~ r~; l 1 ~ 1 I~ ~ E} , \ ~ ` 1 ~ ~ ~ - .Slit Fence at Ta of Slope , ,S r-~ i ~i \ ~ I ) .a' i p ~ ~ I - ; - *Sr"+f~ ew~_:r -~~11 *,q - «-r +11f .~I►'~--..-*.'T~' ~'ei u. s-. --r-~' ~ I; ~ - - trt -•I ~ - s 1--~ . r ~:-arks ~--~•-ct[ --;.tt-;~-- ' ct[ _t J r, i I~ ( I, , =f , F \ i w .ti ~ sl t irE - / t i . - . . . ~ ~ . 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