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Landscape Details III ~~ Ii WIDTH OF WALK WIDTH OF WALK \ . 4" z ~ a.. 0:: w a.. :c I- o ~ NOTE: 1. I I / 2. /' I 3. EXPANSION JOINTS SHALL BE REQUIRED AT THE P.C.'s, P.T.'s & P.R.C.'s OF CURVES EXPANSION JOINTS WILL BE SPACED MAX. 90' AND & AS NOTED SAWED CONTROL JOINTS WILL BE BUILT THROUGHOUT THE PROJECTS AS SHOWN BELOW. ~ ~ / ,/ \ \ SAWED '-- EXPANSION CONTROL JOINT JOINTS ## JOINT SPACING NOT TO SCALE PLAN VIEW #3 RE-BAR @ 18" O.C.----' BOTH WAYS (TYP.). LIGHT BROOM FINISHED CONCRETE PERPENDICULAR TO THE FLOW OF TRAFFIC UNLESS OTHERWISE NOTED ON PLANS "'" ~ I \ FINISHED GRADE .. ....J.. \ AS SPECIFIED c> c> ~ b--"; --. i....... ............. .... :::~ ..... iii} : :......... .. ........ ... Y. UNDISTURBED SOIL ........ . . ........: : :: : :'. ". .: .'<>'> I., ..... · <.L'. L... ..... "'S ~;.;/ 3" . "'-- COMPACTED SUBGRADE I N , VARIES - SEE PLANS ## ~r~!,S~,L CONCRETE S;~J~~E~ NO.4 SMOOTH DOWEL COATED WITH GREASE BAR STOP REDWOOD EXPANSION JOINT.~ DOWEL SLEEVE (CLOSE END) TO FIT DOWEL AND BE SECURED. (2' O.C.) ~ ~ ~;U~__~'.....___.......I:._.....:....._..._._:_~ _ ~.. .. ;/ .";:(1;' .....yI4"~n.. "')2" f':hi~_ - . '. ...... '.4.." ....}:t:..;i;;j..:i:...:~.j:.:i...i......:.... :..' ;i:..K - 'CI'025M" pMAICNT' ECDLEARANCE 2'....0':.. .' -------- SUBGRADE NOTE: . DOWEL SUPPORT SHALL BE A METHOD APPROVED BY ENGINEER. EXPANSION JOINT SPACING AS SPECIFIED. . EXPANSION JOINTS @ MAXIMUM 60' INTERVALS AND AS NOTED. ## ~~~,S~,L EXPANSION J~~~lrN ~ ~ w ~ II CLEAR OR GRAY CONCRETE MOISTURE SEALANT SUBMIT SAMPLES FOR APPROVAL VERTICAL SAW-CUT 1/8" TO 3/16" WIDE II w ~ i T/~ . I ~~' i. ~L4'..' .'. r- -."\"","H\' .....,",", "'Ll.l~~..'''''' .Hl""': .. -.- , ...... ......;... ........... ....... .. T..:. ........ .l9". ....... .... .:L..... .., ......... . #3 REBAR 18" 0.C.7 COMPACTED BOTH WAYS SUBGRADE ## ~~~~~1~0"CONTROL J~~~O~ ~ 4. ALTERNATE METHODS TO SAWING MAY BE USED FOR FORMING CONTROL JOINTS SUBJECT TO APPROVAL OF THE CONSTRUCTION ENGINEER. WORKMANSHIP SHALL BE COMPARABLE TO A SAWED JOINT. 1 1/2" x 1 1/2" STEEL HANDRAIL SUPPORT. POWDER COAT BLACK 4" X 4" X 1/4" BASEPLATE POWDER COAT BLACK ANCHOR BOLT (BLACK) EPOXY LIMESTONE PLANTER WALL 5. CONSTRUCTION JOINTS SHALL REQUIRE OVERLAP OF REINFORCEMENT STEEL 24 INCHES AND MUST BE PLACED NO CLOSER THAN 30' FROM AN EXPANSION JOINT .! // ./ / Z ~::2 ~ BRICK FENCE COLUMN TO MATCH EXISTING STEEL FENCE TO MATCH EXISTING STONE FACADE RETAINING WALL STONE TO MATCH MAIN MONUMENT ,.- GRADE AT BOTTOM OF WALL ,.-INTERMEDIATE SUPPORT POSTS HANDRAIL CONNECTION AT PLANTER ## SECTION VIEW ... 4'-0" . T ABOVE TOP OF WALL I , SCALE: 3"=1'-0" I VI fl .I.. EL. 467.70 ..,. --- , , , I II .... EL. 465.00 ..,. I. 20' .1 XX~~~1~,,~,_~ND WALL ELEVATION 5" DECOMPOSED GRANITE COMPACTED TO 95% DENSITY AS SHOWN ON PLANS FILTER FABRI~~~ 3/4" CHAMFER . . .. . b ......:__nn__...n....:.__... ~ .("'.~::~:'''..,..'"'..'"''."..'''''''''''''''''''''''''m..'~....:....... --.. ..-.--.--:.--....:~:)I .. _ u I -- --.........-.....................-----.........:..--..,-..----......""'. ......... ~ ..- CONSTRUCTION JOINT (DOWEL STEPS INTO WALK) '\ CONCRETE WALK \ /--.t <0 ". . ',.,..C...... ,.>:..~!- ~ + ~ , I' = . I.....J............ "".:1 .<'; .'. '.' . 2 3/4 " (;) '--/r' .'ii'" / ~ ('- . . ..... #3 @ STAIR NOSING I / . .. . / 1'-0" t .r... ..'-:-" IL....& \,,(\. . #3 @ 16" O.C. ,,\ ';:.rr =-:.:---' '\' :::A:VSELECT FILL r- (2) #3 RE-BAR CONTINUOUS 2" SAND COMPACTEDSUBGRADE ## ~~,,=~;COMPOSE~T~1~~~~~T?M~~TR~ NOTE: CONTRACTOR TO WATER-IN & PLACE MORE D.G, AS NEEDED ## ~~~~,~,_~ETAIL SECTION 314" CHAMFER (TYP.) ~ 314 " /;:iMIN. 3000 PSI CONCRETE ~ · /' /1 (2) #3 RE-BAR. TO BE ~ ~ / /. CONTINUOUS 'r-' . ~./. . "- FINISH'CGR.~E. .... .~'o""o''''''o''. '.o" :....._.. ....BNl.$H .~RA~ . ........ ...:... ..':.. .:. ," "'1 . r'- o. ',' '. .' 't': . . : .' . . -', ~ . ....,....... ro':':o'. :'o".' '.:' <r ,........ . : -- r, . ..' :. 'O.:.... ': ...': ' ''';' " " " ,~ ;'" . ~::': ,.:.:", <r,,>:':",.>,' .:',.:.:', ~"':'::.:', ~,~ ~ ::; r.:',:, >.:.~,:'.,..:..'.':. '" .>.:..:.......>.:..~: -",- :.' .,' .' .. . L'~'i'" .... '. ..:....:! -T ~ t'1'"'' t 3" EXPANSION JOINT .. [ / ~ #3 SMOOTH DOWELL / \ CONC, WALK }I' , .... .. i I, ...... .... ...... --= I I_i'~"il) _.. "',1 .> c.... '. ... ... ~-~~-,...........c~...:I..,ji. .' . ....i:.. m..: . <..:> ". . . I.', ..:..'.... · .", . : '. . 'm. 3~~~~~;~EI~~:B~T~~ _ ~ 1 OJ/Oi~l' .. W" x 4" SI~E~p~g*',~g ~ ~ ~ ' ....: ... ..... '/:\.1. UNDISTtrJ~~ b~18 r" ........~ r1, \ f ) 'JJ1 I, : I 6" PLANTING MIX ~.. . .... '>. .i::.... ~", .......'. >)'):. .i>.:....)~/~,s./:;>~.:.\:I: :/71i; AS SPECIFIED "'~i>}>;:;;(( 5~/;\// ' '. ........r~!:::I)It. . .L~....'~,.:> :: ""'.Ui: .;... ':' . . .. ',....::,': "'::: .:.,<... .... I......CU, if: , 6" CURB i ! " ",",' , ' ~ 6" COMPACTED SUBGRADE ## ~c~~'E:?1~,~_~RETE MOW ~EIT~~P ## ~~~~~~_;,K / CURB CONN;~J~~E~ ## ~TT~;;LEEDGER DETAIL c::( N c::( ....J a.. a: UJ I- Z UJ ~ uS .. - z ~ ~8 o I- ....J ....J UJ a.. a.. o U . (/) U a: 0 >- ~ w > a: ~ ::> (/) r- . 00 (/) (]) a: w Z ~ Z ~ ~ ll... -l"""'4 . U (/) 0 l- (/) I- 00 Z w 00 U < (/) . (/) ~ I- w U > w it: I- 0 . I :c ~~ u ~ a: <( ll..~ ~ ~ ~ 1-,",00> . en 00 wenN~ (/) ~~~~ a: ~I~ w a:1- - w Ovi~:! z z~&~ C) ~...J...J~ ... Z <o<(w w cx>OI-u. PRELIMINARY FOR INTERIM REVIEW ONLY THESE DOCUMENTS ARE FOR INTERIM REVIEW AND NOT INTENDED FOR REGULATORY APPROVAL. PERMIT, BIDDING OR CONSTRUCTION PURPOSES,THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: PAUL HERBERT WOODARD 12326 NAME R.A. NO. DATE 12 102 106 Project No: 22831 , IHued: 12/02/05 'O. 1 1 ..J I 1 Revisions No. ""'" Description 7:, .:\1:;::' , ,,~.J )... \. <;jV .",0 '\, <l..~,<'" fo- 'Drewn by: ARM . Chieeked by: PHW '~TItI. '.LANDSCAPE DETAILS .~", , . L 2.01 Sheet Number