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HomeMy WebLinkAboutCB071348; AVIARA PA 13 HOA COASTAL APPROVAL; Site Plan§ "' &l °' en ~ t5 f--' -u "'w zt:: 0"' -u f-< "" &l <( ~~ o>---> u>---> i"i!:l ~5 <( t:: i:§j w~ enO ~z OQ ~ en p~ g; ~ ow >---1'" >' ffi w f--< pf-< ~~ -<w P:C ~; Oo >:c w f--< P-W i,: ~"' i::l >' u w i::l ~ w~ ~~ ~~ f-< 0 ~~ -'" ;~ :,. "' wO >---1~ ~§ i"i~ ~o ~~ uo ~u 0"' :,. 0 ~~ '"-0 ~ "'z O<O ~~ ~'" <(~ r;;g Pp ~~ o>---> gi6 «P 0"' i"io :,. ~~ p ;;J en ::, 5:: w f-< "' :,. >---1 @~ f-< en z en ;;J ~ ~s: ~tl "' en 0~ pW w:,: ~w u ('.) oiz 25 en ~en >---1 ;;; '"B p~ ~~ ~ en z 0 ~w 13 is zz i~ zO 0"' -'" ~ ui ~ ~ ~ - ·-, ABBREVIATIONS AC. ACOUSTIC MAR. MARE.LE ACT. ACTUAL MATL. MATERIAL AL. ALUMINUM MAX. MAXIMUM ARCH. ARCHfTECTURAL MET. METAL' AVG AVERAGE MIN. MINIMUM: BLK. BLOCK ML.&P. METAL LATH AND PLASTER BPL. BEARING PLATE M.O. MASONRY OPENING BR. BRICK, BEDROOM MULL. MULLION CAR. CARPET N. NEW CMU. CONCRETE MASONRY UNIT N.A. NOT APPLICABLE C.l. CASTIRON NAT. NATURAL CL. CENTERLINE NIC. NOT IN CONTRACT CLO. CEILING NO# , NUMBER CLO. CLOSET NOM. NOMINAL CONST. CONSTRUCTION NTS. NOTTO SCALE CONC. CONCRETE o.c. ON CENTER CONT. CONTfNUOUS O.D. OUTSIDE DIMENSION CT. CERAMIC TILE P. PAINT C. TO C. CENTER TO CENTER PL. PLASTER, PLATE CW. COLDWATER PLYWD. PLYWOOD DB. DOUBLE POL. POLISHED DET. DETAIL PSI. POUNDS PER SQUARE INCH DIA. DIAMETER PSF. POUNDS PER SQUARE FOOT DIM. DIMENSION R. RISER, RANGE, RADIUS DN. DOWN DIM. DIMENSION DO. DITTO RCP. REFLECTED CEfLfNG PLAN DR. DOOR REBAR. REfNFORCING BAR DS. DOWN SPOUT REFR REFRIGERATOR DWG. DRAWING REF. REFERENCE E. EXISTING REV. REVISION EA. EACH RM., RMS. ROOM,ROOMS EL. ELEVATION R.0. ROUGH OPENING ELEV. ELEVATION S.A. SUPPLY AIR EST. ESTIMATED S. & V. STAIN AND VARNISH E.W. EACH WAY SC. SOLID CORE EXIST. EXISTING SCR. SCREEN EXT. EXTERIOR SCHED SCHEDULE FIN. FINISH SEC. SECTION F.F. FINISH FLOOR FIN. FINISH FL. FLOOR SHT. SHEET FLASH FLASHING SPECS. SPECIFICATION F.O. FINISH OPENING SQ. FT. SQUARE FEET GA. GAUGE STL. STEEL GALV. GALVANIZED STO. STORAGE G.I. GALVANIZED IRON STRUCT. STRUCTURAL GL. GLASS SUSP. SUSPENDED GYPD. BD. GYPSUM BOARD T. THREAD, THICKNESS HB. HOSE BIBB TEMP. TEMPERED HC. HOLLOW CORE TH. THRESHOLD HDW. HARDWARE THK. THICKNESS HM. HOLLOW METAL TYP. TYPICAL HORT. HORIZONTAL UNO. UNLESS NOTED OTHERWISE HT. HEIGHT UR. URINAL HW. HOT WATER VCT. VINYL COMPOSITION TILE I.D. INSIDE DIMENSION VIF. VERIFY IN FIELD I.D. INTERIOR DESIGNER VERT. VERTICAL INSUL TNSlJLATION VEST VESTIBULE INT. INTERIOR V.T. VINYL TILE KIT. KITCHEN w. WIDTH LAM. LAMINATED WC. WATER CLOSET LAV. LAVATORY WD. WOOD LR. LIVING ROOM WDW. WINDOW LT. LIGHT W.I. WROUGHT TRON WP. WATERPROOF THIS IS ONLY A PARTIAL LIST OF THE MOST COMMONLY USED ABBREVIATIONS IN THE CONSTRUCTION INDUSTRY. OTHER ABBREVIATIONS MAY BE CONTAINED IN THIS SET OF DRAWINGS THAT ARE NOT DEFINED ON THIS LIST, DO NOT DRAW ANY CONCLUSIONS BASED UPON ASSUMPTION. CONSULT WITH THE GENERAL CONTRACTOR AND THE ARCHITECT IF YOU HAVE ANY QUESTIONS OR IF ANY DISCREPANCIES HAVE ARISEN. ' .,,, ..... , ..... .==·· PROJECT DATA SCOPE OF WORK ·-· ---~--·------------------ LEGAL DESCRIPTION: LOT 294, MAP NO. 12412 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA 215-630-33 NEW SINGLE FAMILY RESIDENCE WITH 2 CAR GARAGE APN# PROPERTY ADDRESS ZONING LOT SIZE: SQUARE FOOTAGE f!RST FLOOR LIVING: SECOND FLOOR LIVING: TOTAL LfVING GARAGE: TOTAL OCCUPANCY: CONSTRUCTION TYPE: 7113 AVIARA DRIVE CARLSBAD, CA 92011 R-1 10,000 SQ. FT. 2273 SQ. FT. 1625 SQ. FT. 3898 SQ. FT. 735 SQ. FT. 4633 SQ. FT. R-3 & U-1 TYPE V-N SWIM SPA UNDER SEPARATE PERMIT CODES & GOVERNING AGENCIES THIS BUILDING WILL COMPLY WITH THE FOLLOWING: THE 200 I CBC, 200 I CPC, 200 I CMC, 2002 NEC AND 200 I CFC THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITEL 24 CCR AS AMENDED AND ADOPTED BY THE CITY OF CARLSBAD. OSHA CURRENT STANDARDS. ARCHITECT CAITLIN KELLEY ARCHITECT 227 LA MESA AVE. ENCINITAS, CALIFORNIA 92024 TEL: 760-635-0038 FAX: 7 60-454-I 645 CONTACT: CAITLIN KELLEY STRUCTURAL ENGINEER SL CONSULTING ENGINEERS 12521 CARMEL CANYON RD. SAN DIEGO, CALIFORNIA 92130 TEL: 858-259-3776 CONTACT: SUE LIAO CONSULTANTS ENERGY CONSULTANTS SOUTHLAND ENERGY CONSULTANTS 197 WOODLAND PARKWAY #104-155 SAN MARCOS, CA 92069 (760) 471-0200 CONTACT: GARY DAUGHERTY •. ~-:-' SHEET INDEX SI-I T. NO. SHEET TITLE CS I COVERSHEET A-0 I TITLE 24 A-1.0 I SITE PLAN A-2.0 I FIRST FLOOR PLAN NOTED A-2.1 I SECOND FLOOR PLAN NOTED / < . . . . •n J; A-2.3 / GROUND FLOOR PLAN DIMENSIONED / F""""S f,- A-2.4 I SECOND FLOOR PLAN DIMENSIONED / < U ~ IJ-1 '.15 A-3.0 / EXTERIOR ELEVATIONS / ~ . ~ A-3.1 I EXTERIOR ELEVATIONS I µ;.J ~ ~ A-4.0 / SOILS RECOMENDATIONS / ~ :::C ~ A-5.0 I ROOF PLAN I ~ ~ A-6.0 I BUILDING SECTIONS I µ;.J U ~ A-6.1 I BUILDING SECTIONS I ..... ~·.. ~ ~ A-7.0 / DOOR AND WINDOW SCHEDULE / ff' '• -< . •~ A-8.0 / ARCHITECTURAL DETAILS . z.i g . ,_, • ,,, ,£...., A-8.1 I STAIR DETAILS , ~ .... ,· .. :. ~ . . · ....... · .. ~ .. · .... ········ "'·· : A-8.2 ISOl(ERN FIREPLACE DETAILS ./ ·i fl,~~ ,, . ·•· ~ : A-8.3 ISOI(ERN FIREPLACE DETAILS . Ji ·····•· C/,J}.1,._J /} •· · .. ~ ii S-1.0 STRUCTURAL GENERAL NOTES S-1.01 STRUCTURAL GENERAL NOTES ... > ··· S-1.1 STRUCTURAL DETAILS \\\ 1----------t--------------------------------,----\-'-/,' '-{.:.,,::·•,,. S-1.2 STRUCTURAL DETAILS <- S-1.3 STRUCTURAL DETAILS .. >··•·· S-1.4 STRUCTURAL DETAILS S-2.0 I STRUCTURAL DETAILS yu" rJ:i~~~:"--"L ,, ' .,t)I, "CJ'-' \ K'i-V',t "JL. / C '" "' S-2.1 STRUCTURAL DETAILS ~""\\' \'0M 1-'c,_ .00,,•-:;,,.,,,0\t,., I c 1.J' c\ \.\\e {le,SS O ---,'3.\\Q. I s 2 2 STRUCTU.RAL DETAILS 'I ,·ol"'. :,0"1 0"00 ,.,we' \o< _ • . .\;,,,:c\:1 si 'bssil 1.,1 o\ ':'> \ 'c. 'c\\C. :..r:,s\~f> \t\ I ·1('· ,{\1\. 1 ,...iflC '3.\ '-' \"\\.!'. I -. \\-' -'"' •( o c\U{ e¢e ~&, S-3. 0 FOUNDATION PLAN ~ ,-'",'' ,,-.~ ,~·:~'\\tu\t\,e 01~~~:."~e s,~:: 1l"\'1(0~0oes,~~:e1'':> .\;1''' , ('.'' \,\_~ . • , \. ••I.. C•1 {\ \_ \',\. :,.,~ 0 j\t'o . 1<.-,11 . ,,-,., , ,c;ic, ,C: \'ll , \'b' \\\'\'1-e,\"\ ~ol.'' ~-1 'I< ~ S-3 .1 I FLOOR FRAMING PLAN ('' \\,C"c_~,,,,,~ ·.,~:l~\l,i \::)v (Cs,;~~\,~ \\"~t""·(.\ ,;~ ~p~~\w~{, ... ~ t\.~ \l);e U'J n~.r., .~c,,' ,-,•,(11' ci .11c· •o.fl rU 1\cc\ s\\o,so ...-,.'"-u:l>0 ,,,,- . \l \_ \ \ C (I_ e, e,\>'t,;'" \ S-3 . 2 I R 00 F FRAMING PLtA.N ,,,,•1 \\~~\:o\~:t \\ s~,:~:{\\\~" {~J\e\ '.~:{\s, ;';\;cse \:\'().:~c( i\"0:\i,l, \.cr~:ct~.,c\~e,c'O . \ ' ~ ,sj\C O"' O \.'., \\1C t\ \'., , Q\ ' ·.\O\fl:t> e,Q\\\-'-' S-4 0 / FRAMING DETAILS' •0 ''\·s""' "'00" \, ,vv. ~v~':0'""'0 ,,,,00\,.0 .. ~ • \ 0~\'\e, _ .--{o'<e, ~\\\. \ \'.i.\'c~"' ~\ eJi,\'<1-, ,;e\!? \\\ C: ··---· > \ ' ,'I. S-4. l I FRAMING DETAILS a;cct::;~c':',:~(~o~~\1e:·, {\\~~:c(\\\~~\~- n1'. __ ~ .•. ul:@:. ____ o\1.\1'<1-~_ -~:,t'l '(). _,._,.\~Y S-5.0 / ROOF FRAMING DET/ LS :~;'~S:~,~~~e~-:;~,co''' S-5. I / ROOF FRAMING DET • IL£ "' ,«' SSWl STRONG WALL DETA.i•~S ------------------------j SWl STRONG WALL DETA.lLS rfJ_ ~ ~ ~ -< {./} w -..-: _,,~ >---1 ,,_ '{''•1 ' ('· j ME-1.0 FIRST FLOOR MECHANICAL /ELECTRICAL PLANS ME-1.1 SECOND FLOOR MECHANICAL/ ELECTRICAL PLANS ME-2.0 MECHANICAL AND ELECTRICAL GENERAL NOTES GN-1 GENERAL NOTES GN-2 GENERAL NOTES ~ ~ ~~> ~~ u~ ~za ~~~ ~Q~ r, ~~:$ ~ z r/)~ ~ ~~~ ~ r~ ~....., P::: V t--~ ~ u 0 ~ ' ' 'I. I I ···~" n ans.re ;\ti½, ,.J,.:\., lh --~,,.,rJn, "'11 ' ar,-·1'iladi:· il(::r <ctn1/·r; ,•c:,· r·c·!•;mlji,,· 11•. " · , , . i, · ",-, · · !,till)' 1 )1 sh,w he dh .. , •, .. I .,_,,_,,n,7 ,, ', '"'1"" to'""'""'' th,· i,, .. , ' ... . . . . '''"· '" ... .• .. "' ' ''''""t' ""'' '''"'"""'' ,,. .. ' , ••••• ' ·.· "· '"" with >i. . · · ''"' I :.g' ',t:, fllll'i!li:11 :., ·i : :i w !ff•P,O'JIJ(i Dl.rn~ 'I)' . it[ ! •.{/./ ) ~! f REVISIONS ·'·,'' ""d ccgul,il!<"IS, App/cwai":,r'11. (l\ \ ; ,'"'s~ ·"••, fl( ;: } ,, & n lo c_omply w11h 4]] oMnblishcd h. VICINITY MAP :··t~' ,,. i :, .. ~-, ,., ,. ] oidmance~ rul"• ,..,,d 1 ••'!J• •" . • ' i , . . .' ,.'" ,, ccgu a,. z<• J>i /q, ••~\ 0(: •, , ,. & n,d_ ,,mhomy 11llccting Ihe lot. ~:L.2~: I~: ls\ Ktft' \·, \"-i>··I 2 -,c:quiremontilhall:ipply. >" t','l. 1 S ·· s.L .f•!tW•• i,i!'JpL ·. 3 1 .,. ,.. 1 • .~i ••.M i A.3 ~ m •· •U -/(!} 1,1111. i :~ -~I- ' : ' "' \ :'o/ ,.,,.,, r::~;;? "-··"•'v.,. \ ,,•~•o,0 , _ " ,.i ·--,--., ,.,. ·°'' \ s•ow.• 'l f . '•"·,=•'•""' ' \ " ,.~, ti'" t'·' ·.· ,. . ,:;\¥}•11,~;.1;2~: ::($~}~:s;: 'p\ !. ~i_ l~\ \j1\ ,:1,\ ~\ $> • . :'% i, ",./ __ ,,. ,}JJl i,¼t \ :,, ,._ '.~ '\·\\ ·_' '~'-, . : . '· ·. t1· i < ... / -c-,,00-c,_ \ ,, ,,,.; . }.,, \, '\ '~ "·-~--A-. >--.}Mi DRAWN BY: CK CHECKED HY: CAITLIN KELLEY l i.JA'fE: 05. 10.07 JOB NO. 00604 SHEET cs rsc,:,,\)[ol /,' § I"; ii\ 0-< U1 "' 15 15 E--' ~u i:< "' zt: 90 ~~ ~i:; 0 H ~~ p(5 ~s 5;J "'~ v,O ~6 a~ ~ U1 U1 p~ "' :::s ~~ H 0-< uiz >"' "' f-< pf-< p,l z i:< <( "' 815 :'o f-< 0 ;:i >o "' 15 p~ "' i:< I;;: "' t:l ~ u"' t:l Si "' I;;: i:< ,1 pi:< ~i;l f-< 0 u~ b§2 0 >-< "'z <( <( r;i cl H"' HZ !:j 8 2,~ .:; 0 <~ uo "'u 0"' >-< 0 ~g 0-< "' Oz il: 0 "' U1 ,1 [ii f-< 0-< ~~ >-< <( al [3 Pp "' "' ~~ OH ;§ 0"' 2, 0 >-< ~6 p i;l gi ;:i ,1"' f-< al >-< H 6~ "'en f-< U1 Zz i;l -< gjo: 0-< "' gjO "'U1 0~ 8~ I;;: "' uo ~~ ~i2 U1 <( ZU1 <(<( H "1 0-< p p~ ~a en ;:i f-< U1 Z"-~~ uiZ 00 zz ~t; <(~ z~ 0 0-< ~ ~ en' ~ ~ i ~ t-.P\ , 276.52 end 276.85 LOT 295 N 78°26'00" E ' 277.0200 130.00' LOW WALL-~ 6' wall 277.25 cor. wall "' " -• • ' -. ' II 1 ~ • \ " -~ ,\276 43 -2]7.02 --------->;276.9J\ wall wa \f \ \ \ f~2;~15\ \ \ --_ -.:-,op-/---2'.__RE:rA~&j,~'i\J•'-SQ/PILAST_ER_"'""\r'--~ ~ __ _-\' ~;~9300 )( f:6·6400 ., )( o_ 16" SQ7'ILASTER~ I/ \ \ \ \ i--ci-H i--t=.J AW,2-~'--' -1--F-l I LJ'"" )( 2 75.63 ------ top )( \ \\ \--f--+ =r~;i__j. . . . . . ..-· ... · ... -· ... ·. .-. -.· .. ···· · ..... \J I H:-J--·i.',.d=k · • • • • · • · · · · . · · . n , ...... II ~ [ence \)F¥9f94=[ = -~ < ---_ <_ • ... --.. · tF=s(--r-. -· -- \26 \ \ \ -. ~----. ~-... ··• > -----> ><f;eo1~:::a'if .·•• ·.· .·· \ \ \ I llFO'l§]R~ F9"1 Ef cr-JL'l!J,,lt VANISHING EDGE TROUGH -t--- \ f \ \ \ 1 1 I \ I\ 1 \ I I I .Lr't 1 \ I I 26,1321 I I I I Jer/ce//11/ r---I I I I 1 1111 fst/ I I 0 . t--- = I , VI I ¾!~™ ~ 2i12/ / ,_ ;g enc l;fl -IF ·•. < ><;,;on8 <.·.·· ·········.·. ?~ ····•• PROPOSED>2 STORY .. ·.· .. · s·· I. ·N···. G. ·L .. E·. ·•·F· i\.·.·. ·M·.·.· ·1····L·. ·;y· ·•· ·•·.·.·.· ·•·•···•·•·•··/ • . "'"" ' "'' ,. . . . . ...... . " ' ' ' . ' . . ' ' ' . . . . . . . . . . ' " " ' . . ' . . ... ' . ' . . ·. . .. ·. . . .· ·. ' . . .'' .'' .. '. '.' '·) '. · ·. ·•·RE·s·10E···N.·c• ··E·· · ............. •.·.·.••···•···•·•·•··•· ~I-mm . " . " ' . ' . . . . . . . . ' . . . . . . . . "'. ' ' . ' . . . ............ . ·.· .· ·.· . . . . . . . . . . ·.. . . .· ... · .. ·. · ...... ·.· ·. ·. ··· 1 · . . . . " ' " ' :.: ' -: '-:-' -:-:-.' ··.·. · .. ' ...... ' -· -W;;l ' . . ··-· -.. '. "" ' . .. · ·. '.'.' '.'' --'.·,·. .. ' . . ' . . . ' . . . . . . " " ' J..J ·* ··• ••• •••::.••••• ;;~.6•·••••• ••••·••••••·•••••••••••••••·•••·•·•••1••••••• 1 •••••!•·•·••l••••••••••·••••·••••••••••••••• .. ••••••·•••••1•····•··••··•·•·•••··•••·•·•··• ····•···• .. x 2to 2l··.<· .. ;·· ..... ··pR·o·po· S!fD··. . ·.· .. > < > .. . T •;• .. ••• ••• • ..... •••> ·. • . ·. . . .... · .... · .. • · .· .. t C· .. · .· ·.·.· · · .. ·. · ·.· · · · · · · · · · · · · · --· ' . . . . . . . " ' ... '' """ ............ . . . . . . . ' " ' . . . . . . . . . . . . . . . . . . . ' ' ' . "" '. . . . . . . ' . ' ' ... ··············· ....................................... ·.GARAGE I ~~ I ) 21J17 \ lopl I I I I )( ~75.31 J top )I( 275.6100 1-.;;;:::::: lc,dw I,,, * 215.09 tc,dw (fJ 274.66 toe 274.58 I tc,dw I .. , ... 4.0ilitility e11se1nent ·· gra ted I to tl e City 1f Carlsbad 274.44 I conc.dri~eway 1 •I 274.18 p . ,..., ro s .~:nvewiay I 273.99 0 tc,dw I • ,-., ,...... 275.07 cl \~Q 274.66 sewer mh (/) (f) p • .-< (/) u, ~ I ro I s >IE I "1 ~ I Ss: ~ i:i. 74.02~ I u u,cl I <C Q' ~ 1~ I ~ ...... H Ul I ~ V 275.[4 tc 1 274.460(1 tc,dw I I C) (/) ~ i ~ t 273.890 VJ lc,dw IS 0 lJ.j IH 4:-I C) 0 1i:l I Ss: /I (.) 5i ~ :> p.. :: 00 (/) I (/) 0 :: .m.89 I i:i. ,u ~wal I~ --:i . '"° 0 0 - sdg&e vault Uil/11 z 1 I I I I I ~ COASTAL RESOURCE ZONE 1/ I I r 210.0 / I I I I •, / I d1/,~%'~~A~7 I I -r2' ,.~I rT~ 221:;;;1~=,---+--I I j I ~ I I I t-top -i-cf I . I I I I I I I I I ,fi l / 1270 03 I I 26/J / ( fence cj.1r. I I <::Sce,top bnk K END OF (E) FENCE (\J fence cor. S 78 / 6 , \ ¼:f 190f I ,,. 271.1« b r;275. -~ I ~~ 7· --11 '" "" , "" I \ ~ WROUGHT IRON .__ "\ • orosm LOT293 ~ LOT 294 MAP 12412 LOT 293 FENCE BETWEEN -J AND LOT 294. r._Jl ~ v' © ~ ~ tc,sewer laL I I I 273.20 I I w ,I, "1"7,-, L~ 1/) (/) 1/) (/) (/) (/) 272.99 cl I~ I ~ I I~ ,'---✓ I I I I w i telephone • boxes ~ street light j, 273 •sdg&e box ~ 0 2,10 0 TOPOGRAPHIC SURVEY MAP A TOPOGRAPHIC SURVEY OF LOT 294, MAP NO. 12412 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BASIS OF BEARINGS: THE BASIS OF BEARINGS OF THIS SURVEY IS THE EASTERLY LINE OF LOT 294, MAP 12412: N 11 °34'0001 W: BENCI-I MARK.: ONSTTE BENCH MARI( IS THE MANHOLE RIM ELEVATION LEGEND: 279.00 )( ng CJ L------ W 0 N @ STA. 26+48.26 PER CITY OF CARLSBAD IJ\1PROVEMENT DRAWING 295-1, A VIAR A DRIVE ADJACENT TO N.E. CORNER OF LOT 294: ELEVATION: 274.67 found tag for 4.01 offset to lot corner indicates existing spot elevation indicates existing hedges indicates existing 61 1nasonary screen wall indicates existing contour ( 5' interval) iridi,;ates existing 6' wrought iron fence • ina':-.~ates existing sewer lateral indi¢ates existing water 1neter b: -·•.:;w.,kjl 5 10 20 SCALE: l "=10 FEET 0 SitePlan 1 SCALE: 1/8" = 1 '-0" . ",;~: '; \ . \:' ·. . _..A"' .. ·•· . ~ r--· ~ u <~ ~ f- µ.J ~ ~ ::r: ~u -~ .,,. "' -.,. ,,..., " 2 t'· ,< ,. ~ • 00 co C 0 "' ,,, •cQ C "' t--. • sot 8 "'1 0, ·'< ''.".J en .~.·. ~. ····21 . ·;,, ... , ~ ..:.........., Co, ~.... ·.u .. ' z ~··.···· µJ 3f)•.·•i .•·.•:······ ,·.•·. ~ .; ,.• ~ -< '. V:1 "' - :\~ "" , .. . f''l " .. ·,· ,,_. ·" ., .. 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JJ();,[d Jl,li CTNV AU U,JNN,O :111v 0NlA\.V1!(1 Sl!ll A J ([l.1N3S2l!dlfll '.e!O Q]JV,J!GNI SNV'l.J CTN\/ SJ,N.,Jvl&1DNV1:FdY NDlS,IG 'SV]Ql TIV --------------------, ·---------------- I' ' I -,. , - ~ "' ~ ~ ~ f--' -u ~"' z~ 90 ~ 0,: &l-< ~Gi QH UH ~!;'.j ~§ ~3 ~b ;:i z 0,: 0 o-'-<I] cgi ~~ 0"' Ho. P<Z ~"' c~ ~~ c"' !;'~ Hi; ~o "'~ 5l~ \;: 0,: :::l !;' u~ :::l <I] ~~ ~~ ~o ~~ u~ 0,: ~ -< 0,: ~o ::1 ~ HZ ::! g ~~ ~o -o. -< 0,: uo ~u 0 0,: ~o I;; ;E ~e:l o"' "'z o.sO I;! :Q ~"' 0-c~ ~z ~ -< "' 13 cc ~~ otl :::l gJ -<c 0"' ~~ ~6 C /:;i "' ;:i SUl ~"' ~j "' -< C Ol "' tn ~"' uiZ en-< @ i 0-0,: @ 0 "'<ll 0~ C°' pc;;: \;: "1 u 0 -~ ~~ Cl) -< z <ll <1'. -< HUl 0-Q ~;; -< u <I] i;l ~ Z°' ~~ "'z 00 ~~ r::, ;cl z;;l 8"' "' "' C en -< e ~ -- PL I • I • COLOR AND MATERIAL SCHEDULE A. ROOF: U.S. TILE COLOR: TUSCAN (CLASS 'A' ROOF) B.STUCCO: SANTA BARBARA FTNTSH EXPO COLOR# 90 "CREAM PUFF" C. ROOF OVERT-JANG: SCULPTED STUCCO FASCIA D.CLAU WINDOW FRAME: SEMCO COLOR: TAUPE E. ENTRY DOOR FRAME: ALDER \VITI! MEDIUM DARK STA.TN F. OTHER DOOR FRAME: PAINT TO MArcH WINDOWS G. GARAGE DOORS AND FRAME: PAJNT TO MATCH STUCCO. F-1. ROOF VENTS AND EXPOSED METAL: PAfNT TO MATCH MEDlUM ROOF TILE COLOR I. STONE TRIM: TRAVERTINE COLOR: "VINTAGE" .I. WROUGIIT1RON: PAINT TO MATCH MEDIUM STAIN FOR ENTRY DOOR GENERAL ELEVATION NOTES 1. GENl..m.AL CONTRACTOR, AS PART OF HIS UllJ, SIIALL l'REPAREA CORNER OF THE STRUCTURE, DESIGNATED BY THE ARCf-llTECT, TO SIIOW NO LESS THAN 5'-0" EACH DIRECTION FROM THE CORNER, ALL FINIST-l MATERIALS AS NECESSARY AND AS MANY TIMES AS NECESSARY 'J'O RECEIVE WRITTEN APPROVAL BYTI-IE OWNER, ARCHITECT, AND ARCHITECTURAi, COMMITTEE (IF NECESSARY). 2. ALL EXTERIOR LJOORAND WINLJOW HEADS TO HE 'Z' FLASHELJ. .1. Al ,I. RXTERIOR. DOOR TIIRESllOLDS SHALL RECEIVE WATER PROOFING PANS. 4. FLASHING WIIERE NOT DETAILED SHALL BE REFERENCED BY TI-IE LATEST S.M.A.C.N.A. DETAU.S, AND/OR DETAILS PROVIDED BY ROOFING CONTRACTOR. 5.ALL ROOF EAVES TO RECEJVE EAVE ME"JAL 6. ALL ROOFING SHALL BE INSTALLED PER THE LATEST MANUFACTURER'S S1'1\CIFICAf!ONS AT A MINIMUM W!Tl-1 ANY GR.EATER REQUIREMENTS AS NOTED. 7. PARGEALL EXPOSl\lJ FOUNIJArJON WALLS ------------------------------------~- RJDGE = 26'-6" TO TOP OF ROOF TILE <ii)---------------- 11'-l"TOPl'LAJ'E El}-------------- 10'-l" TOP PI.ATE <ii)-----·----·-·-· SCULPTED STUCCO FASCIA 8' HEADER 12 <ii)------·---------- TR.A.VERTlNE STONE W1NDOW-------------+--+-------t-----r TRIM TRAVERTINE 11'-2" FTN. FLR. ~--·--·-· 10'-1" TOP PLATE <i\)-------- 9' TOP OF COLUMN <ii)---- 8' HEADER Gil----·-· WOOD GARAGE DOORS PAINT ·ro M.AfC]-1 WINDOWS TRAVERTINE STONL.<: COLUMNS -------- TOP or CURB 275.6 ·-•. ' 't.,, ,-,. . ' . ' ;'' . ·'. . . ,,:-1 --= -"""'----------=--= -----f'U 275.U . El}----_./ ' ·, ' ' PL RIDGE= 26'-6" TO TOI' 01-· ROOF TJl,E El}---------- 11'-l"T ~-_ OP PLATE 0---'.0'-l".T~PP;,AT~ -· -·-·-·-· 8' HEADER El}---- ®-~?_'.!IN. FLR. ~o·~ ·_ro~;,ATE. -. -. -·-·-·-·-· 8' HEADER <i\)----- WOOD GATE STAIN TO MATCH ENTRY DOOR TOP OF CURBl275.6 ®"-FG 275.0 __ _/ " ' ', ,, ' ', , / 12 ~--2 PIECECLAYTTLE "--' '......_ ........ ......_ ....... - ,._' . ' "----......_ ....__ ......_ p ....__ _____ _ ID ~s.i ~2PIECECLAY'· PL / IILE ROOF ~------CHIMNEY SHROUD 1 I ',,;~·. TRAVERTNE STON.H 1..,,,.,-----COLUMNS ------EXTERIOR STUCCO TRAVEKJ STO:\lE rWINlJOW TRIM IIH-11• • RIDGE= 29'-9" of 270.0 F.G. TO TOP OF JooF Tll,E -·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-------·-·-·-,---·~ I • 25'-2" TOP PLAtc: o/ 270.6 ·-·-·-·-·-·-·-·-·-·-·-,---~ 23'-5" TOP PL~ o/ 270.6 --@ SCULPTED STUCCO f<ASCIA -, • 2.11E_ADE_I~ ·-·-·-·-·-·-. . ______ J.1'.-_J'.'.._I(?~..E_I-:1Po/27~ • , I I ~-' -·-. --~' -·-·-·-. -' -·-. _l).'.:±_"_lkA_DER_ --{D ·-. •I -11, _ - I•" - ,_;' ', .' : :-:-" ,-.,. ., : ,' ·.,. ' ; TRAVEK!'!NE STONE TRIMI • ' ~ 11111 · I I . ·1111 I DHCORArtVE IRON GRILL ,> ' . . Wi I .• I I : 111i----is:,-----STAINED ENTRY DOOR EXISTING GRADE EXISTING 6' WALL ,/ONPL. .,_I~~ '\...... ,,, o ,c;_ --€l 0 East Elevation 2 SCALE: 1/4" = 1 '-0" ~------EXISTING GRADll 30' HEIGIIT LIMIT ~-----PROPOSED FJNTSHl-<'.D GRADE 30' HEIGHT LIMIT >---STUCCO ~----EXITING GRADE PROPOSED ~---- GRADE 61 "' ----- 10'-0" AWAY .-~ UJ <' 0: N ~--Cl-11 MNEY SHROUD . : :;: : ,: :, TRAVERTINE STONE TRIM 23'-5" TQI' Pf,,ATE,-Q) ·-·-·-·-·-·-·-·-·-·-·-·-·-·- 21' HEADER ·-1-·-I·-·-·-·---·-·-·-·-·-•---·-·-·-·-·--© ·<jlffl--+--t-------WINDOW PER PLAN STUCCO WINDOW TRIM WROUGHT IRON RAILING _ . _30.'.'.J.'(?1' 0~' KAILI_~ ·-·-·-·-·-· 13'-2_'.'. _ _t'l_N. FL~~ ------------- I0'-1_" TOr' fl.ATE-@ ·---·-·-·-·- I \\ t lnl IF71 II /I~ r·~· y "" • , , ,/ 20' REAR YARD SETBACK FROM TOP OF SLOPE , I• , , , , , ' ' , ' ' ' ' ' ' ' ' •Hf--------DOORPERPLAN -------________ ·-____ . 270,6flN .FLR. "\.__270.?FG_~ PL I \\.. i ' . ',......._ I ' . ......._ "--I ' . ......._,--.... I --~ • I • I • I • I • I • I • I \ \.. ' ........ ', ', '-.. ' --.... ----.... '_J 0 North Elevation 1 SCALE: 1/4" = 1'-0" ,• / \\' ' \ \ <··~ ~u <~ ~ ~ µ..J ....... ~ ~u µ..J ~p::; ~ .. , cc ~; ~-· ... ·· ... ··· . __ · ·"~'··.· ...... · · .. ·"' -,_ '_ - ,, ··- r:/1 ~ ~ ~ ~ ~ ~ ~ > ~u~ d~~ >0~ -----~ -z r:/1 ~ ~ e3 ~ c.::,~~ ~ 0 ~ REVlSTONS & - ~ - & - --- - DRAWN BY: CK CHECKED BY: CAITLIN KELLEY DATE: 05.10.07 JOB NO. 00604 SHEET A-3.0 ,,-, "' '-0 •.. .,,. "' .., '15 ,. X < I~-< 00 "' c:, 0 "' "' \,C; c.~, ,c, , .. • .,,. "' 0 8 ,,<:{ '\.) v.J ~ ~ u ;z; µ;i_' • w ;::) ·z w > < -< U] w -"~ H ,-- . N ' f' j ~ -~ 0 ~ -~ ~ u ~ Q <C ~ VJ ~ ~ u PLOT DATE: 5/3/07 ,·.:, t ,'. ~ ~ "' ~ ~ f-< iiu ztl gt5 ~~ ~Go 0 e-l U e-l 15 t:l ol'i ~tj 1§6 "1 "' (/)0 :::, z "' 0 o-"' (/) Q~ "1 i '" "' 0 "1 e-l '" ~z "1 "' Q~ Q-~~ ~~ :',r 0 :::, i;;@ Qt:; "' "' ~"' ::l >= u "1 ::l &I "'~ ~~ ~i)j ro u[;J "' :::, t:; '" 0 >-< "'z -< -< >-< "' µ00 e-l '-~ § 15~ ~o 4'.~ uo "'u 0"' >-< 0 ~~ '"-0"' "'z '"o gj gJ r Ii; Q >-< ~~ ~~ OQ Wµi ~~ 0 e-l ::l ~ -< Q ('.J"' 15~ ~~ Q i)j (/) :::, Si"' rPl >-< e-l ~~ I=; (/) z"' '°z ~~ fu "' "'0 "' ['.; oz ~~ ~"' uc.:, ~~ (/) -< ~UJ e-l ;;ii '"O o-z ::c: -< Si (/) ~ r"° z"' ~~ tl5 zz -<r :::1 u -< I:; zO ~g; "' Q ~ 8 ~ PL I • COLOR AND MATERIAL SCHEDULE A. ROOF: U.S. TILE COLOR: TUSCAN (CLASS 'A' ROOF) B. STUCCO: SANTA BARBARA FINISH EXPO COLOR# 90 "CREAM PUFF" C.ROOF OVERHANG: SCULPTED STUCCO FASCIA D.CLAD WINDOW FRAME: SEMCO COLOR: TAUPE E. ENTRY DOOR FRAME: ALDER WITH MEDIUM nARK STAIN F OTHER DOOR FRAME: PAINT TO MATCH WINDOWS G. GARAGE DOORS AND FRAME: PAINT TO MATCH STUCCO. H. ROOF VENTS AND EXPOSED METAL: PAINT TO MATCH MEDIUM ROOF TILH COLOR L STONE TR1M: TRAVERTINE COLOR: "VINTAGE" .T. WROUGIIT IRON: PAINT TO MATCH MEDIUM STAIN FOR.ENTRY DOOR GENERAL ELEVATION NOTES l. GENERAL CONTRACTOR, AS PART OF ms BID, SJ-IATL PREPARE A CORNER OF THE STRUCTURE, DESIGNATED HY Tl·W ARCHlTECT, TO SHOW NO LESS THAN 5'-0" RACH DIRECTION FROM Tl IE CORNER, Al,L FINISH MA'.l"ERIALSAS NECESSARY AND AS MANY TIMES AS NECESSARY 'J"O RECEIVE WRl'fTEN APPROVAL BY THE OWNER, AllCIITTECT, ANDARCI-IITECTURAL COMMIT'J'El·: (IF NECESSARY). 2. ALL EXTERIOR DOOR AND WlNDOWHRADS TO BE 'Z' FLASHED. 3. ALL EXTERIOR DOOR THRESHOLDS SHALL RECEIVE WATER PROOFING PANS. 4. FLASHING WHERE NOT DETAILED SHALL BE REFKRENCKD BY THE LATEST S.M.A.C.N.A. DETAILS, AND/OR DETAILS PROVIDED nv ROOFING CONTRACTOR. 5. ALL ROOF EAVES TO RECEIVIi EAVE METAL 6. ALL ROOFING SHALL BE INSTALLED PER THE LATEST MANUFACTURER'S SPECIFICATIONS AT A MINIMUM WITH ANY GREATER REQUIREMENTS AS NOTED. 7. PARGE ALL EXPOSED FOUNDATION WALLS \)._ CHIMNEY SHROUD-----,_ I ' . / ,I TRAVERTINE STONL<: TRIM I / ,,,,,.,, . .,, I / ,,,,, 23'-10" TOP PLATE 0-'-----------------. .,, I ,,,,,--,,,,, , .,, 8' HEADER ©-----------------•-- WINDOW PER l'LAN • I WROUGJ-1'1' IRON • I 0--26." TOP qr RA!LING ·--·-·-·-·-· • 13'-2" FIN. f/LR. 0----- 12'-l"TOPPLATE 0----- ~'-HEA_DER -·-· 270.6fTN .fLR .. -· ___ , _, ______ _ I ,I 0-_210.? ro. _/ .,, / ,,,,,,,, / / / /,, .,, ~--✓ PL LUDGE ~ 26"-6'"' el 275.0 TO TOP OF ROOF TILE ®---·-, ----------------------- • I • I • 23'-10" TOP PLATII El)-'---~ ------------- • 21' HFADER I ©-----,----------- ! SCULPTED STUCCO ,-. I FASCIA • STUCCO ,,,, 10' SIDE YARD SETBACK ~()':.!..'.'..'_!"DI' l.'1=_$1: 1-----. _ ·-·-·-·-·-· S'HEADER . -· -· -· -· El)-·-·-· ,·1-wooooATE STAINED TO MATCH~ FRONT DOOR \_ / / EXlS'J'fNG GRADE--" ~0_.6Flr_E½R-'-. ---·-·-· ,,------ Ii&-_270.0 FG __/. ' ', ' , , , ' ' ' , , , , , ' ' ' ' ' ' TRAVERTINE STONE TRIM 3.51 ' ' ' ' ' , , , 12 ' ' ' , , , , • c==i ,. ' 1/ ' ' ' ' , , , , I/ <!-II II 111 DOOR PER PLAN EXISTING GRADE 30' HEIGHT LIMIT-------~ PROPOSED FINISHED GR.ADE 30' HEKJTIT LIMIT------~ t b' _g',J 10' AWAY ' ' ' ' ' ' ' ' t ·------- bl !a' ------- ' ' ' ' ' STUCCO WINDOW ________ ---,-i TRIM ' ', , ,/ ./✓✓ STUCCO---• _S.'.__!j~AU~l~ ~ I 111 DOOR PER PLAN , , , , ' , , , -------- 8' HEAD 0---·-·I ,7 ✓/✓✓✓✓✓✓ ' ' EXITING GRADE II ffll ',,, \ PROPOSED GRADE ____ _ ' , , , ' ' ' , , , . <? --___ .,,,....... ' ' ' , , , ~ 2 PIECE CLAY TILE WROUGHT ~--IRON RAILING ~ ~---CHIMNEY SHROUD \ I , ' , ' , ' ' ' , , , ' ' ' i • RIDGE= 29'-9'" o/ F.G. 270.0 TO TOI' OF ROOf TILE-I -------------,------@ ------!~--WINDOW PER PLAN c>-----•---STUCCO WJNl)OWTRIM 1 O' SIDE YARD SETBACK • I • 25'-0" TOP PLATE 123'-lO"TOl'PLATE--@ --,-·-----'{[) I • -1 · _ _2~H_EAD_ER ~ • ·-·-·-·-·-·-·-,-·-·-~ 12'-l" TQP PLATE---6]9 ·-·- IDIDIDI 11\rr •-;,~ , , 9' HE/\_IJER_ ~ -· <? <? <? 2 PIECE CLAY TILE--, -_,,.,...--12 3.5 / - / / --------- 0 West Elevation 1 SCALE: 1/4" = 1 '-0" ----~------= ' ' 1•1 ---------- R!OGE ~ 26'-6" TO TOP OF ROOF TILE ---------~ 11'-l"TOPPLATE . _J.7.0.&J.llj_J'!-,~ '\___ . 210.0 ro. --,!l -------- -------~ L ~ 10'-l"'l'OPPLATE ="1} SCULPTED STUCCO FASCIA 8' HCADER -------------~ TRAVERTINE STONE --------it---t----WINDOW TRIM 11'-2" FIN, FLR. -----0 10'-l"TOPPLATE ~----------·,--,--·----,., 8' HEADER l-·-·-·-•-·-·-·-·-·-·-·-·-·-·-·-·-·-•-·-l~---•-·-•-·-·----0 ' ' , , ' , , , , , []' TOI' or CURB 27ll.6 -= -- PL I • .=I----------=----11 -----------•" -- _,,., - __,,. ...--_,,., -/ / / '-·-. F0_270.~---.', 0 South Elevation 2 SCALE: 1/4" = 1'-0" \ -<. ....... -< -~ ~ H r-. u µ..i r- """"" .....JU ~ -~---~ .. ::c ::z-« -~- H·· ,/······ [1,oi~-,, .. '~ · ...... _<.,;;: '<C:'.'°'" "'<· < y .;,,''',. .. ,c...·,-_,.~- ' .-"<\ ~\.i. "'.;i;_,:' ,,•; ' ., ' . ,···c·· r./) ~ ~ ~ ~ ~ ~ ~ > ~u~ ~z~ ~~~ >0~ ----~ -z r./) ~ ~ :8~ u ~ t==:'. ~ 0 ~ REVISIONS ffi - & - & - -·-- DRAWNIW: CK Cl-lECKEDBY: ICAJTLIN KELLEY DATE: 05.10.07 JOB NO, 00604 SHEET A-3.1 " . . ") ,,, ..,. -.0 ,-, ,.,. >r, "'T C, -0 ,-- ,< <t µ; • ~ ,,, C 0 "' ,,, 'b 0 'D t--' • 'T C-1 0 N ,.,, ·< 'V vi ~ ··,iJ ;z: "' • (.J-l ;::.) ~ > -< -< (/J µl -" ,,--:2. e-l ,--,,, " ~ ~ 0 ~ -~ ~ u ~ Q ~ ~ VJ. ~ u '1 PLOT DATC:: 513107 § I:, u ~ "' i5 0:: . t: b "'"' .... ;,c SJ 8u ti~ ~~ 0 ,-l ~ ::l -;,,:; ~E z-< ou '"µ, "'0 ::, z ""0 0 t,; µ, V, p-'"~ 0'" ,-l "-< ~~ ~~ ~~ -< "' p ::c ~:: 0::, >o '"i5 9 t:' "" "' ~"" '""' "'> u'" "'~ [il~ ~~ z'" -< V, .... 0 Ui2 '" ::, ~ "-< 0~ "'-< -< "' ~o ::l"' ,-l z ::l 8 ;,,:;~ ,-l 0 ~i2 uo µ,U 0"' ~o ffig "-< "' iil z o..O °" Ul 0:: [il .... "-< ~~ ~~ Pp '" '" '""' "'3 Ou ~§ o°' ;,,:; 0 ""~ ;;i@ PUl "' ::, SJ "' .... "' ~ ,-l "',-l p~ "'Ul f-< Ul ~z Ul-< gjo: p., "' °'0 "' Ul "' .... oz P'" '" ::es ~(§ uz ~~ Ul-< z"' -<-< icl p -z 0:: -< [cl v, Vl .... "' ~~ µiZ 00 zz ;;i ti "' "' -<~ 1§~ ~ V, "' p Ul -< "' 8 ~ COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS April 12. 2007 Rudi Vilkutaitis and Marsha Morgan 502 Regency Crossing Southlake, Texas 76092 RE, PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence Lot 294, A viara Drive Carlsbad, California Dear Mr. Vilkutaitis and Ms. Morgan: In response to your request and in accordance with om Proposal and Agreement dated August 24, 2006, we have performed a preliminary geotechnical investigation on the subject site for the proposed residential structure, The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report. From a geologic and soils engineering point of view, it is our opinion that the site is suitable for the proposed development, provided the recommendations in this reporL are implemented during the design and constrnction phases. If you have any questions, please do oot hesitate to contact us at (858) 755~8622. This opportunity to be of service is appreciated. Respectfully submitted, COAST GEOTECHNICAL Mark Burwell, C.E.G. Engineering Geologist Vithaya Singhanet, P .E. Geotechnical Engineer 77!J ACADEMY DRIVR • SOT.ANA BEACH, CALIFORNIA 92075 (858) 755-8622 • FAX (858) 755-9126 Coast Geotechnical Retaining Walls April 12, 2007 W.O. P-507096 Pnge6 Cantilever walls (yielding) retaining nonexpansive granular soils may be designed for an activeM equivalent fluid pressure of35 pounds per cubic foot and 43 pounds per cubic foot for a 2:1 sloping surcharge. Restrained walls (nonyielding) should be designed for an 11at~rest11 equivalent fluid pressure of 58 pounds per cubic foot Wall footings should be designed in accordance with the foundation design recommendations. All retaining walls should be provided with an adequate backdrainage system (Miradrain 6000 or equivalent is suggested). The soil parameters assume a non expansive granular backfill compacted to a minimum of90 percent of the laboratory maximum dry density. Settlement Characteristics Estimated total and differential seUlement over a horizontal distance of30 feet is expected to be on the order of¾ inch and 1/2 inch, respectively. It should also be noted thut long term secondary settlement due to irrigation and loads imposed by structures is anticipated to be ¼ inch. Seismic Considerations Although the likelihood of ground rupture on the site is remote, the property wiU be exposed to moderate to high levels of ground motion resulting from the release of energy should an earthquake occur along the numerous !mown and unknown faults in the region. The Rose Canyon fault Zone located approximately 4.9 miles west of the property is the nearest Coast Geot·echnical April 1.2, 2007 W.O. P-507096 Page 10 If conditions encountered during construction appear to differ from those described in this report, our office should be notified so that we may consider whether modifications arc needed. No responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on~site review is pe1forined during the course of construction. The subsurface conditions, excavation characteristics and geologic structure described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations, Please note that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. Coast Geotechnical assumes no responsibility for variations which may occur across the site. The conclusions and recommendations of this report apply as of the CUITent date. In time, however_. changes can occur on a property whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control. This report is therefore subject to review and should nol be relied upon after the passage of two years. The professional judgments presented herein are founded partly on our assessment of the technical Coast Geotechnical CONCLUSIONS April 12, 2007 W.O. P-507096 Page3 I) Most of the building pads are cuti exposing near surface Torrey Sandstone. Tl is anticipated that the proposed residence and garage will be constructed at the existing pad grades. 2) A filled ravine was encountered along the western extent of the lower building pad. The fill is composed of moderately dense slightly clayey sand with rock fragments. Some degree of erosion wus observed along the top of the fill slope, 3) The existing fill is unsuitable for the support of concrete flatwork, footings or the proposed pool/spa, jlliCOMMENDATIONS General Structural footings should be founded entirely in sandstone. The purpose ofetnbedding footings into the underlying sandstone is to reduce potential differential settlement of foundations. In areas where it is not practical to embed footings into sandstone, such as cuVfill transitions adjacent to retaining walls, reinforced footings/grade beams and thickened slabs should be considered. Foundations The following design parameters arc hased on footings founded into competent sandstone, Footings Const Geoteclmical April 12, 2007 W.O. P-507096 Page 7 known active fault and is considered the design earthquake for the site. A maximum probable event along the off..<;hore segment of the Rose Canyon Fault is expected to produce a peak bedrock horiz.ontal acceleration of 0.47g and a repeatable ground acceleration of 0.31g. Seismic Design P,u:ameters (1997 Uniform Building Code) Soil Profile Type -S0 Seismic Zone -4 Seismic Source -Type B Near Source Factor CNv) -I, 1 Near soUl'ce Acceleration Factor (N 4) -1.0 Seismic Coefficients C, = 0.44 c. = 0.70 Design Response Spectrum T, = 0.633 T,=0.127 Nearest Type B Fault-7.8 km Preliminary Pavement Design The following pavement section is recommended for proposed parking/driveways: 4.0 inches of asphaltic paving or 5.0 inches of concrete on 6.0 inches of select base (Class 2) on 12 inches of compacted subgrade soils Subgrade soils should be compacted to the thickness indicated in the structural section and left in Coast Geotechnical April 12, 2007 W.O. P-507096 Pngc 11 data gathered, partly on our understanding of the proposed construction and partly on our general experience in the geoteclmical field. However, in no respect do we guarantee the outcome of the project This study has been provided sulely for the benefit of the client and is inno way intended to benefit •1' extend any right or interest to any third party. This study is not to be used on other projects or extensions to this project except by agreement in writing with Coast Gcotechnical. Coast Geotcchnicnl April 12, 2007 W.O. P-507096 Page4 for the proposed strncture should be a minimum of 12 inches wide and fowtded a minimum of 12 inches and 18 inches into competent sandstone for single-story and two~story structures, respectively. A 12 inch by 12 inch grade beam or footing should be placed ;icross the garage opening. The base of footings should be maintained a minimwn horizontal distance of 10 feet to the face of the nearest slope, Where parallel footings occur, the upper footing should be founded below a 45 degree plane projected up from lhe top of the lower footing. Footings should be reinforced with a minimum of two No. 4 bars, one along the top of the footing and one along the base. Footing recommendations provided herein are based upon underlying soil conditions and are not intended to be in lieu of the project structural engineer's de.i:;ign, For design purposes, an allowable bearing value of 1700 pounds per square foot maybe used for 12 inch deep footings and 2000 pounds per square foot may be used for 18 inch deep footings, The bearing value indicated above is for the total dead and frequently applied live loads, This value may be increased by 33 percent for short dmations of loading, including the effects of wind and seismic forces. Resistance to lateral load may be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be used with deadMload forces. A passive earth pressure of 300 pounds per s4uare foot, per foot of depth of sru1dstonc penetrated to a maximum of2500 pounds per square foot may be used. Coast Gcotechnical April 12, 2007 W.0. P-507096 Page8 a condition to receive base materials. Class 2 base materials should have a minimum R-value of 78 and a minimum sand equivalent of 30. Subgrade soils and base materials should be compacted to a minimwn of95 percent of their laboratory maximum dry density. The pavement section should be protected from water sources. Migration of water into subgrade deposits and base materials could result in pavement failure. Utility Trench We recommend that all utilities be bedded in clean sand to at least one foot above the top of the conduit. the bedding should be flooded in place to fill all the voids around the conduit. Imported or on-site granular material compacted to at least 90 percent relative compaction may be utilized for backfill above the bedding. The invert of subsurface utility excavations paralleling footings should be located above the zone of influence of these adjacent footings. This zone of influence is defined as the area below a 45 degree plane projected down from the nearest bottom edge of an adjacent footing. This can be accomplished by either deepening the footing, raising the inve,t elevation of the utility, or moving the utility or the footing away from one another. Drainage Specific drainage pattems should be designed by the project architect or engineer. However, in Coast Geotechnicnl TeJilllorar:y Slopes/Excavation Characteristics April 12, 2007 W.O. P-507096 Pnge5 Temporary excavations over 3.5 feet should be trimmed to a gradient of¾ : 1 Q1orizontal to ve1tical) or less depending upon conditions encountered during grading. The Torrey Sandstone is generally dense and well cemented. Based on our experience in the area, the sandstone is rippable with conventional heavy earth moving equipment in good working order. All excavations should be constructed in accordance with Cal-OSHA requirements. Slabs on Grade (Intedor and Exterior) Slabs on grade should be a minimum of a full 4.0 inches thick and reinforced in both directions with No. 3 bars pfaced 18 inches on center in both directions. The slab should be underlain by a minimum 2.0~inch sand blanket (S.E. greater than 30). Where moisture sensitive floors are used, a minimum 6.0-mil Visqueen or equivalent moisture barrier should be placed ovel' the sand blanket and covered by an additional two inches of sand. Utility trenches underlying the slab may be backfilled with on-site nH1terials, compacted to a mini.mum of90 percent of the laboratory maximum dry de.nsity. Slabs including exterior concrete flatwork should be reinforced as indicated above and provided with saw cuts/expansion joints, as recommended by the project structural engineer. All slabs should be cast over dense compacted subgrades. Pool/J,pa The proposed vanishing edge pool/spa adjacellt to the rear slope should be founded ond supported entirely on dense sandstone. Coast Gcotechnical April 12, 2007 W.O. P-507096 Page 9 general, pad water should be directed away from foundations. Pad water should not be allowed to pond. Vegetation adjacentto foundations should be avoided. If vegetation in these areas is desired, sealed planter boxes or drought resistant plants should be considered. Other alternatives may be available, however, the intent is to reduce moisture from migrating into foundation subsoils, Irrigation should be limited to that amount necessary to sustain plant life. All drainage systems should be insper;ted and cleaned annually, prior to winter rains. Geotechnical Observaticms Stmctural footing excavations should be observed by a representative of this firm, prior to the placement of stt1el and forms. All fill should be placed while a representative of the geotechnical engineer is present to observe and test. Plan Review A copy of the final plans should be submitted to this office for review prior to the initiation of constrnction. Additional recommendations may be necessary at that time. LIMITATIONS This report is presented with tl1e provision that it is the responsibility of the owner or the owner's representative to bring the infonnation and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans. G) Soil Recomendations ,·/ \··- L,. < ~ < ~ µ;..J ~ ~ µ;..J .r' u J:.!-l r' """""' ::c u p:::'. .~· .. ' . '' ,, ,, Z ........ -< . .. ' .'. ,.;...... ~ .. ··· .~:, ' . '. r:/J ~ ~ ~ "\_ \. .·· ; .. ,,-:_,,. <,..--· ~ sr "' ,,., ..,. "' ..,. 0 "' ,- ;x: < 1::i.; (X, ,,, C C:> "' co "" (;) ,o t·· • ..,. 8 '" 0, -< -'V vi ~ ~ ,CJ 7 r;w_ • W.l ~ '" > < .< ', 1/'.l µl .., .. , ,?; .s-'<:( ,-l c-- 'f'l ' ,-,1 <r: -~ ~~ ~>O ~UPlf= zo~ ~ ~~ cJ ~ ~ <I'.; Q~ 2: ~, -·-< z r:/J~ ~ ~~M ~ 0 ~~ ~ c--<I'.; ~ u 0 ~ REVISIONS -& - & . & " ·- DRAWN BY: CK CHECKEDOY: CAITLIN KELLEY DATE: 05.10.07 JOB NO, 00604 SHEET A-4.0 PLOT DATE: 5/3/07 ., !,-, . :'-r,-., I a i;;; ,., .. ; ; ., ~ ,,.;,, t~~ • -,,,;,, h11 2 . -"' ---,&;· .,._.;• .,, '1 -' 9 ' > ,I UI Q ---------··-------~----------------------·--·· ~ - . !\LL lDEAS, DENlGN ARRANGEMENTS A',D PLANS INDICATED OR REPRESENTED llYlTUS D:fl!l'NNGARE ()'WNED llYAND TilE PR()!'ERTI'OF CAlTLIN KELLFY ARCHITECT A¾TI WERE CREATED EVOLVED AND DEVELOPED FOR L&E ON AND lN CONNECTION \VlTH THE SPE(TFJED P'R()JECT NONE OF SUCH I.DE.I\$ ARRA N(iEMENTS ORM.ANS SIJALL !lE USED llY QR DIS(L()$ED TO ANY PERSON F!RS! 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L:: f> f?:: ~> i§ fS., im KJ }~ ' -., ,,.,,.,,,, ; £~ ;m [~ I~ (-, ii"; ,.,._, ;>, i§ i'Z po ~t'"', :tJ i l 1;2 [f > $Ci ·-,,-. ;.._,_: :.,.,..; '° ~ I~ I , . -~ ? ::?: .-I f_;zi IM i"? ird "Z L..1 j_~~ ,,-,..-., ,, / _,..-· ·, '~ -- c:::·••,•,v,:,•=~=-t~·''''.::f=.::::~:'."'•~~:-·· .·.· ,' i~ _.,.,i ' i~j~;11:1 ?,_.:j:. ~· .. , [·. ,' ,· ........................ , .......... , ................................. , ......................................... ····~;;_;,;;.,.;·· ·m;=;;;.;;;;;;;;;;;;;_;;;;;;_;,;:.::=-,, MORGAN/VILKUTAITIS RESIDENCE ,'-"/ Q C 0--, ,:=, L 1hl ~ '?; • ·'Cl ": '.:(! w *-·:J'.' ,,,,-, ", i. :- 7113 AVIARA DRIVE CARLS BA'· ·o C:A· ··[•· ·1• ·•f· .~o·R.NI• A·· ., .. ,) ... ······ ·••··.. g;;:_ :i'.ii'r-Y)t: .... ·I<N. ,, ·1KE· .·· t LEY. AIA· · ·, '~~:/h:'_.1!:l'.'l-· ·_l:)' . :·. :.: :· ,.'.--,." ... ; _, ·, ., ' ' :'. \:., ,, .. ·· ::v,•·" . ~-· \'-'•''''"' .. '·, ' ">·' .AflCHITECT ".<''1';!" ~. i.."c!i,;q:>, f, AH£' VF!'; ~ e··i,.-J;•o n,,,·1""'A ,t; C 51, •/1 r,·~i 1 • "'(f:t ,,,• '.!;..:C' no''~ "' [2' :.x' 'tJ:?") -~·-",,} ·1 fr·'>:; _,,:,,-<.d'l>,.,~,:C,.ri, ,,\S "~.,,, .LS'l'-.,~c• .. ;!,~•,Z.s .,·,:, . .,, •. ..:1/f l.},,~tw-,J ... ,,.). __ , ,·.'o<., ,<A "1'~'1. ·,''k• (·,. \ ' i .,,...-<, ·-,:,, ,,pv~ \ i;fi .. 'iif tfi i1;;;; ~ 01\ ¥! ... _, d ,, >;I; ,! i""' ~{ -~= 171 ,l ,-, ,:, -~ c-'( ff .j::d =.=,z~y.:Y ,,,..., 7.~.~, p ~ -u g; en ~ t5 f-a ::; u ~ z-0~ §~ ~1:; QH UH ti !:l Pti ZH <~ §i'.i ~a ;:, "'z 08 '°' en en ~! ow H'" cuz >cu "' f-< pf-< p:;l ~" p gj ~ ~ 0;:, >o "'~ p~ "' " ~"' ~~ u"' ~[;: w~ "~ A" ~~ ti~ ~;:, 51'" u~ o,Z < < ~"' "'0 H '°' ~§ ti~ ~o -o. < "' uo "'u 0"' ~~ '"-0 "-< o,Z o.O !:l gj f-< Ii; ~~ ~o "' f-< Pp w"' ~8 otl ;~ 05 ti~ ~ci pt)l S'.i ;:, ~w f-< "' ~~ Wen ~en wZ en< ~i '" "' wo °'en "' f-< oz p~ ~w UC'.) Q~ ti gj en < ~ en H< '" i:l ~§ en ;:, f-< en ;~ "1Z 00 r ;~ ~ (5"' -'" en w p vi < cu p -H '.;1 -'28' 1/-TOl'OFROOFSHEATHJNG ______ _ 25'"5" TOP PLATE 0 . -. ~5" TOP _PLAl'E ~4" HEADER HT, ___ . __ . __ . __ . ---{;J 1 10'-l"TOPPLATE 0 . -. -,x• J-fr,,AD[~R !..!I:.._ ___ _ El!)f'JN. f"LOQR=270,0 ~--GRADE_-270 Building Section SCALE: 1/4" - ~•-_1" DOTT 9r BEA ~~HV.FIN~F~ ~_FLOOR=: 276,2 4" CONC. SLAB 0 r1N. FLOO~ = 270.6_ 1'-0" 0 Building Section 3 SCALE: 1/4" • 1 '-0" 2x STUD WALL BEAM PER PLAN FOYER 4" CONC. SL.lj.B / I '. : ;.:::_;: ; .. , ~ \ I R-30 R-19 R-19 ENTRY 11 A-8,0 ~---TRUSSES PER PLAN SCISSOR TRUSSES PER PLAN r--1/2" ROOF SJ!EAT!llNO .,---1/2" ROOF SHEATHING ------2 PIECE CLAY TILE \_ 5/8" DRYWALL ON WALLS & CEIi ING l::H~AM PFR PLAN - LIBRARY LOFT MASTER BEDROOM MASTER BATH ~---3f4" PYLWOOD SUH-FLOOR 2x :".iTUD WALL---~ MID-HT GREATROOM PIRE BLOCKING KITCHEN 4" CONC. SLAB -~ _JQ'.:_l ")'OP PLA~ 13._4" FIN. FLO~ ~l"_TOPPLATE 0 IO'BOTTOFSOF~ 1 A-8,0 flN. ri;•OR=27~ FIN. G¥ADE -= 2~ _,._JJ'-1" TOP _PLATE .--- ~'-I" TOP_PLATE ~"_TO ROTT or OFAM ~ HEADE!{ ---. 11'-4" F!N FLR 0 . . _,_ .' " 10'-l"TOPPLATE 0 8' HEADER 36" ABV. I'lN. rLR. R-30 TRUSSES PER PLAN 2 ------2 PIECE CLAY TILE A-8,0 l/2" ROOF SHEATHING . ~ _25,_5,. TO_TOP t' ROOF SHEATHING 0 ~--5/8" lJRYWAJ.L 01\ WALLS & CElLlNG BEDROOM#2 ~---3/4" PYLWOOI) SUfl-FLOOR R-19 5/8" TYPE 'X' DRYWALL . / 1{-19 BATII #2 ,, \ lQi_l" }01' l'LA:l'Eq, ' I / - 11 '-4" F!N, FLR'--.!l IO'-l"T(~PPLAT~ BEAM PER !'LAN GARAGE 2x STUD WAl.1.---' MID-HT FIRE BLOCKING 5" CONC. SLAB / I / - \ 7 A-8,0 TOB or c~m.s 21~ I,::·~:: .. 17,,c-, .f.1N 0~:t 275.0 ------0 / ~// 0 Building Section 2 SCALE: 1/4" • 1 '-0" SCISSOR TRUSSES PER PLAN 2 A-8,0 ~ ,; ----r---ZJ'-5'~ TOI' PLATE l/2 ROOF Sl·lEf\Tll!l\G ---· "'---0 ~+-----2 ?ITICF Cl,AYTILE ' I\ ..._ \ 14'-l"TOPP!-,A:rE Q!I h. ~ or """Ill ,8 I 12" 110TT_ l 1 Y. , ~EADER _ ___., l'\JN .. --. ~ FIN. fLQOR = 270-~ __ FIN_. GRADE_275.0 " TOI' OF ROOF SHl:ATH!NU = 28'-5" of ro 270 0--"'· -. -. -. -. -. -. -. -. ~5''.TOPPL,\TE, _ 12'-!"TOl'l'LATE ~ . -. " JO' Cf,ILTNG ril' 9' H~ADER _ 0 FIN. FL_R. = 270.6 g, FIN. GR. = 270 0 Building Section 4 SCALE: 1/4" = 1 '-0" '( W.l.C. SCISSOR TRUSSES PER PLAN TRUSS PER PLAN---, 1/2" ROOF SI-IEArHll\G--~ nnnn '---5/8" DRYWALL ON WALLS & CEILING R-30 36" ABV. FIN. FLR. 0 . --. -----si' 13'-4" FIN. FLR. 0 . -. 12'-l"TOPPLATE 0 . -. GRl<:AT ROOM LIBRARY LOFT ~---3/4" PYLWOOD SUH-FLOOR BEAM l'ER PT.AN DINING ROOM 4" CONC. SLAB ~-----2 l'IECE CLAY TILE 1 A-8.0 _ TOP OF ROOFISHEATHJN(l = 28"-! I" of f'G 2~ R-19 2x STUD WALL---" Mlf1-1 IT Flllli BLOCKING--....._ STAIRWELL I I ' - '-- / - ,- / \ I 20'-2" TOI' PLATE --(25'-3" of r."r. 270) -' .FIN. G~".DE 275.0~ l'.!N. FLOQR ,_ 270.6 G, . 1 :f.· '. ··.,\ \.'' '·, . . sl;,D ARc,, ,.-ic'::;;.=~ '>/j/ (JV ~' ' ,, ' -I CAITLIN KELLEY ~' • C27360 • UA:rE < ~ < ~ ~ f- u IJ-l f- ~ •n i -.,. "' ,,. 0 '° C'· ,< ,< µ, 00 "' g V. ,,, ,,, C "' ,-• ~ ::t ~u ~ "' ~, ,~.: -'~ ,{, ' ' VJ .,z·····..... ~ . 2 . -/ .. ···V ~·.···· di ·.~:··,,.. . ·<·>>··· ~.··' w ,:.:J z . • ·-...' •,:,' '0-,'~; ','<·· (/) ~ ~ ~ ",\ '·· ~--:· / . ·,··,;:;:·.:>· ~ ~ r-1 ~ > 8u~ ~zo "' :> <( < "' '" ,. " ·"'"<!' ,J ,-. . r~1 :('·j <C ~ 0 µ., -~ ~ ~<C ~ r"'\ ~ ~ >H<CQ u --~-<C z(/)~~ <r:~~ ~ r~ ~,...., P::: V c--.. <C ~ u 0 ~ REVISIONS & - & - & - DRAWN BY: CK CHECKED RY: CAITLIN KELLEY DATE: 05,10,07 1013 NO. 00604 SHEET A-6.0 PLOT DATE: 5/3107 " Ct ~ -u I;'.; <ll ~ f-< E~ "' &l z~ 90 f-< ~ &l < ~~ 0'""' u '""' 6!:J ~5 < b z < ou "'"' :go ~z o2 "' <ll <ll Ct -Ii;~ 0"' ...i"- §: Iii "' f-< Ct f-< Ct ::2 ~"' ~~ '""' f--< 0::, >o "' :,:; 8~ ~~ gj §: u"' 0 gj ['.; ~~ ~gj f--< 0 ~~ -o. ~~ <~ ~o :'.Jµ; ~§ 6 f-< ~~ :CZ :;i uo / -'I ( 1 .I "'u -0~ ~o t2::,: "'~ 0. - t o"' ~z 0. 0 ~i f-< 0. Ct~ ~~ ' ' ~o co f--< r::ir::i e! "' ~~ 0 '""' ::l~ < Q 0~ 60 ~ ~~ Ct gJ ~~ :,:; "' f-< co ~ '""' co :;l Ct:,:; P-1 <ll f-< <ll Zz ~< gj ii: 0. ~ gj 0 ~ <ll ol:2 Ct~ ~"' uo ~~ <I)< z ti) << '""' "' 0. Q q -z :,:; <U ~ ['.; <ll ;z-; µ:.. /. P-10 / ~~ 00 ;~ zo 0~ ~ 0. <ll "" i::, vi < "' e '""' '""' < Q!) 28'-8" 1_0 TOP or ROOr SI-\EATI llNU __ . --. --. --. --• --. -- ~2'-l" TQP PLATE --·--•-- 0 8'-7" 110TT OF BEAM ~. ~'HEA~rm Ll. A·S.O ± A-8.0 SCISSOR TRUSSES PER !'LA RAFtEK PER !'LAN ,t----RIDGE REAM PER PLAN ~--1/2" ROOF SHEATHING ' / R-30 R-19 DECK MASTER BEDROOM HALL ~_]§' Al3V. J:lN. olK'i"" -,-. I I ~ 3'-4'' FIJ"I, FLR 0 -'- / --- ' / \ \ __j_ . I -/ ' ___Gj I~ ' / LOGGIA 0-----------_FIN. FLR, 270.6 .,._____£.!N_-ORADE_270.0 ---~· --· --· --· ___/ Building Section SCALE: 1/4" = 1'-0" ~---3/4" PYLWOOD SUB-FLOOR 0--F!NJ.2&.. ~~'-11'' ~--5/8" DRYWALL ON WALLS & CFJLING KITCHEN/HALL ~d" CO"lC. SLAB 0---):IN. FLll.'j-7~ ~IM ~ 9SWlOS(, LAUfDRY ~-----2 l'JECE CLAY TILE BEDROOM#2 ---,j------.:~ __ 5/8" TYPE 'X' DRYWALL GARAGE 5" CONC. SLAJ3 ·._ .. . __ . __ . __ _ 25'-5" TO TOP OF ROOP SIIEATIU~ --------l_l'-l"TOl'l'I.ATF --. 0 --. --• --. 10'-l"TOPPT 'TF -. -'"=-0 . __ ~ _8'-6" BO'IJOF B~ -------8'HEmE~·R~4 . -. -0 .,_ A-8.0 ' 36" MW. PTN, DECK ·-·--,I') ----hi . ~ ~ _\ 11'·4" Fin FLR. 0 ;;;;;:_;_;;;;;;:_;_;;j.J..;_;;;;;:_;_;::,:=::~'fj;,t='=:lv \ 10'-l" TOP PLATE \ ttHAM !'ER PLAN 2xSTUIJWALL---' MID-I-IT FIRE BLOCKING / I - \ / ·-;-·-· 0 / 1 A-8.0 flN, GRA!)E 275.6 0 F_IN. GRi\f?P. 275.0 0 / ">" ' ; '--.· 'J . .:..: ; -, ,-_ \ \: \ ·· .. :·- <~'-., ·,.: ·. •< .. ·· ... ···.f---< ~ u <~ ~-f---< J;.J..:l - ~ ::.t ~u J;.J..:l .~ ...... · .. ~.· z> .~ .. Cl') ~ ~ ~ ~ ~ r-'~> 8u~ ~ zo •n ..,. v;; ., ,r; ..,. 0 , .. x .., ~ • (:,:; ,,, C 0 "' "' ''° C "' , .. • 4" ,.., C " "' ·~ -·u ,n ~ G iili. • w ::::i z w > < < tfl w ~ ."~ ,J C· C< : r·-l / <C ~ 0 ~ -~ ~ ~<C ~ r'\ ~ ~ > ~<C Q ...__ ~$; ~ u z Cl') '<e C:Q <C~M ~ r~ ~ ~ ~ V i:----<C ~ u 0 ~ REVISIONS & - do - & - ----- DRAWN BY: CK CHECKED BY: CAITLIN KELLEY DATE: 05.10.07 JOB NO. 00604 S1-lEEl A-6.1 PLOT DATE: 5/J/07 \\SERVER\SC2004\3072\GPLAN_05-01-07 ,:.. 0 4'W X 10L W/ 1' VERT. SIDES 4" COBBLES OVER 12" OF PEA GRAVEL I LOT f3 Ir) t;:_' ,, ·6 ~ ty t 01!>,i u-o. d .. "rf-~ · ,, t: a · r9::, o,..... u R ~i ( ~ cy "-I o"'"--<y(C · '6· ~ ! f-0" 0-J I o:,-f CV ~ i ~ \,PIPE TO BE BURIED / DISCHARGED INTO ROCK 295 0 0 N 0 ....:.= ,.__ 0 ~ ---·--·----------- to the 4.0' utilicv sasement granted City of c'crlabcci ----===:::::::=- \. \__ .\..~.m , I . . 275.3\ FC ' x214.1900 top x21s . oe \ ·\ '.\ '\ ,.\ ..-"'---:-4•/ <..____,-~ PVC LOT 293 275.0900 /--"1'tc.dw \\ \\ \ \ ·x21s.0100 cl ~74.6600 \ewer mh ,e CURB OUTLEr \ PER SDRSD D-271/l :-<>V"=::-· ·1 !•:·•: /?-:-·~ ~ 274.0200 cl \ (/l 275.14000·-..... tc . sd(J6'.8 '-,Jou\t ,e \ 274.460 273.89 tc,dw ng t;:' <ti \ 273.200 I\ -----,i- 272.9900 cl f")" J fv 2'W X 10'L COBBLE SWALE OVER 3" PEA GRAVEL ~ tc,dw ~ ~ ;Q~ i~ ~ ~ ~ -::,;. \ 272.6500 tc,dw -------· \ \ (/l ~272.0200 cl \ o' 273.00 tc,dw SCALE 10' 272.420 tc,dw 0gv 0gv N 1" =10' 20' 30' LEGEND: Ell FOUND TAG FOR 4.0' OFFSEr TO LOT CORNER x279.oooo INDICATES EXISTING SPOT ELEVATION ng INDICATES EXISTING HEDGES INDICATES EXISTING 6' MASONARY SCREEN WALL -INDICATES EXISTING CONTOUR (5' INTERVAL) INDICATES EXISTING 6' WROUGHT IRON FENCE --L----INDICATES EXISTING SEWER LATERAL •W INDICATES EXISTING WATER MITER WJ 1 MINOR GRADING PLAN: ,µprnvai o, these .c1.nd no represe~tat "ReV1eW Comm1tte work propo5ed. lt owner's. builder t all irnpro'lern~nts accordance W1th ordinances and. r _ ibligatton to c_o all laws, ordm governmental au ~l::e stricter req I SH3TS I MORGAN/VILKUTAITIS RESIDENCE AVIARA DRIVE LOT -294 ni, re.late.s -lely to ns arc made nor an reg,ardlng the \eg,a ball he the sole n~s; :xanilnc tht:c 101 an, d th~rcafter to< n , ' n' e approveo p1a :~ ulaticns. Approv_at l wi.tb a\l establis1 " d -1 cCs. ru\es an J. ·1· v affecting tb.e on, 1 ment shall app Y · \\SERVER\SC2004\3072\GPLAN_05-01-07 ~ \0 \ \ \ \ \ \ \ \"' \~ \ \ \\ \ "' 4'W X 1DL W/ 1 ' VERT, SIDES 4" COBBLES OVER 12" OF PEA GRAVEL I 270.25 T 268.75 F 269.7600 tops'? P.. I' ,, \ \\ \ \ \ \ \\ \\ LOT 270.55 .1100 x210.2 oo ng I ,,.('. <.l: ~ I -., ~ 000 ('I t.t:..09::,f'-.u ( c,::, r--., ON~ 001:J~ ':>,; • (CJ "v PIPE TO BE BURIED / DISCHARGED INTO ROCK 295 .\ I I I 275.0900 \£.....--·,rtc,dw x215.o7oo . cl 275.1400l···...l tc · sclg&e ·. ,a ult 4.o· utility easement granted to the '\ \ \ City of Carlsbad LOT 293 \ \::~: r0 CURB OUTLET \ t e PER SDRSD D-27<.ll " ::.,· 274.580 ..• ~'-tc,dw -~.613 ----,-INSTALL~ C.Q,i rfr.; NEW 0 .., '.. -oy , ... , -"' •. '4----1NEIM C ·.,.-·./,: CTRANCE ~ "', Si RUCTION ' X 16') "'"' \ \ (: c., T.fl <>~"-. '{ ... <1.s-2> \ ,; t\ -:z_ 274.0200 cl eo, ri -0 -:if. ~ Si ;:: ~ -:z_ tc,dw re s~ ,.,, ii ,"'" 273.9900 \ <?,;. 'fp\ O ;:",:76-tc,dw 27: 1 x~ifoo ~»~~~°"' IN TALL Sl~T FENCE fG GRASS SWALE \ \ ~- \ ~ 273.89 \ o sidewalk \-11 x 275. !3300 ~ tojp \ - 1 x~ s.2aoo \ I __ _ 4" \'---c__.., PVC ,2L?! \ '--INSTALL SILT (l) '°--' ".I-' " s re_ ;;:· "v "v \ ng C: (l) ,.,,. f'\ f1W-.rt< 1 O'L Etti8ffi..E SWALE OVER 3" PEA GRAVEL 273.200 --""tc,dw ~ ~ ~ ~ ~ ~ ~ ~ r0 \ \ 272.6500 tc.dw ~ r,;e_ 't \"-'fc(On 272.9900 cl \ \ (./) 273.89 tc,dw k212.0200 cl \ o' 273.00 tc,dw SCALE 10' 272.420 tc,dw Ogv Ogv N 1"=10' 20' 30' LEGEND: fll FOUND TAG FOR 4.0' OFFSET TO LOT CORNER x 279 0000 INDICATES EXISTING SPOT ELEVATION ng INDICATES EXISTING HEDGES INDICATES EXISTING 6' MASONARY SCREEN WALL -INDICATES EXISTING CONTOUR (5' INTERVAL) INDICATES EXISTING 6' WROUGHT IRON FENCE --L----INDICATES EXISTING SEWER LATERAL •w INDICATES EXISTING WATER METER he: ' re~ 'i.'j C :)nSi lO' ms!' an, )ftb ,d b ;uJa ot. [m 2 I SH3TS I EROSION CONTROL PLAN: MORGAN/VILKUTAITIS RESIDENCE A VIARA DRIVE LOT -294 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICHARD BERGER AT (760) 696-5565 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAO£ A VA/LABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYOROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYOROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/OE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYOROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSJTE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICALL Y APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYOROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: E. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIEN7L Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SO/LS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANEN7L Y LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT /S COMPLETED ANO ALL BONDS RELEASED. \\SERVER\SC2004\3072\GPLAN_05-01-07 EXISTING GROUND l 14'MIN. T PUBLIC RIGHT- OF-WA Y 50'M/N. 8" MIN. PRORLE PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE I I RUNOFF WA7ER WITH SEDIMENT . SEDIMENT ;----WIRE SCREEN / 1 ALTERED WATER I __ ...._ , __ _ \ __ DROP INLET WITH GRATE ~-coNCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN A POINIS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM LEGEND DESCRIPTION STABilJZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLlNED SWALE & BERM D-75 LlNED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN QUANTITY 400 SQ. FT 256 I.F. SYMBOL ----- --------------------------+--------------------------it--------------------------1 HAY BALE SILT BARRIER FLOW -----.---- 4" VERTICAL FACE EMBEDDING DETAIL WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS. STEEL PICKEIS, OR 2"X 2• STAKES 1 1 /2' TO 2' IN GROUND ANCHORING DETAIL _. DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSIS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM ANO ALONG THE LINE OF POSIS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSIS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SILT FENCE FILL SLOPE 9 IN. MIN. 2 FT EARTHEN RIDGE UNLINED SWALE & BERM COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER DROP INLET WITH SEDIMENT r WITH GRATE 2X6 STRUT(S) \ - STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS STAKED STRAW BALE 2X6 STRUT($) • Ill HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB \ I J ~-------- RUNOFF GAP BETWEEN BAGS AC7S AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS -: ~!---- FLOW : ~ 4" -6" LOGS ... 0 0 0 /111--- 0 24" 0 0 18" 0 1 0 LOG CHECK DAM 6 IN (15 CM) 24 IN (61 CM) (A) ! ~~•-~ I FLOW ._, 24 IN (61 CM) a l (B) L=DISTANCE SUCH THAT POINIS A AND B ARE OF EQUAL ELEVATION ~ 0B ~I~ GRAVEL CHECK DAM I. SET 1•x4•x12· WOOD STAKES AT MAXIMUM 5' APART THROUGH STRAW WADDLE. MAX. ---..i5•i.--- 5 FT STRAW WADDLE, i , I STRAW WADDLE LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP STRAW WADDLE ~ 3 120 EA. == \ / I ✓I I I/ \I.I' \JI I ' I ' '' , 'I ,, ' crca:xxxxx:rco --•1 •1 ~ • • • • • I SH3TS I EROSION CONTROL DETAILS: MORGAN/VILKUTAITIS RESIDENCE A VIARA DRIVE LOT -294 trCh pon r s.11 bilir mdi.: ·uct l •l ;.s.e l uild; .ioru [n Ci ZONE2 FIRE SUPPRESSION ZONE 20'-0" ZONE 1 FIRE SUPPRESSION ZONE 20'-0" ":\.T .L .,,,, :•7 ,y., 0 .. , 1:: \ {) if) ) :' l t.: c_(,, ·,J '.J 1._,1 6" NOTE: 1. WEAKENED PLANE JOINTS AT 15' O.C. 2. EXPANSION JOINTS AT 80' O.C. 3. CONCRETE COLOR SEE DETAIL I/L-2. FINISH GRADE AT LAWN AREA 1 /2" RADIUS (TYPICAL) CONCRETE HEADER FINISH GRADE AT SHRUB AREA NO. 4 REBAR -CONTINUOUS 95% COMPACTED SUBGRADE A 1---------0 CONCRETE MOW CURB NoT TO SCALE 90% COMPACTED SUBGRADE z 12" 6x6x10/10 WELDED WIRE MESH PAVING PER PLANS. 1 /2" RADIUS FINISH GRADE TOP OF SLOPE #3 HORIZONTAL REBAR TOP AND BOTTOM (CONTINUOUS) 16 ® ' I I t----I '""'I ·-,,~ F f:: 1,// >~ l ,;.> r. 1---.' i I ~I",, 1· '"~ . .,. ... _, ' ___ ./ ' ..-,..o; I,;' a:r-er c:"':./11· '.) - 2 / . . i : J J .I ! I " I ' I I I. ® ; . \ . I - I I -------------f-__ ; r---. :I I ,-··-----"' POOUSPA CD ---; I ,, (', - I I ' i---: .~. -., -t = -\ I --,~9, I • -' __ J1~·, !ii . I, -l• I u--il,\;, ,-~- , -,t -I_, r,;\ . ~--~--- 15, l I ' ' ' I ,f ' .f i -'"i,.-•-;--< ® l: -, -: -:t-1,,;~ -" -/~1 --~ --~~ _/ ' , , I ' t J ' •. · I ' -· ,___ __) . / / 1'.---'_ ·-;1 _- i ~-, : ___ ,' I 1----@:~1 ~----_------'----~~--~-l ;, I i' ; @) b ' "' \. ,, b ' co NOTE: f I ,r 10'-0" 1. CONCRETE COLOR -SEE DETAIL H/L-2 ® DEEPENED CONCRETE EDGE B~---~~ NOT TO SCALE 16x8x16 CMU BLOCK COLUMN Bx8x16 CMU BLOCK WALL GROUT FIUL ALL CELLS. PER STANDARD DRAWINGS. . ' . : . . :_: . -' .. --..... ' .. ~ .-' ... : . . . .. ·. .. \_ .. -: ··:· ~ ~.: ., ·-.. . . . . ,.._ . . . . . . -... ~--• , • -·~ ·: .: •· . -·. _: •• ·-• := • .-.-. . ~--. . . . -~ .. : _. __ -: ... _· ·-:-. . . . . . . . : .... : . . . . ·. ,.: ... , . :·-.· .. ~---:· . -:·: :' :_ . :.·-. ·, . ._ ·.: ·-·_: -·-. -·' . ·-. . '. ' .. . . .. . .. _., ·::: .. -: ... ... ---.-,.· .. -: .. . -~ . . .. . -·· .... PILASTER 0 N b1 I ' i_ . 0 • • 1, . -. =111 1 ' 1'1 ::::: -1-, • • d ~ --, ,- 1====1 11= -. I i 11 I ! I_, -,: ,..;..1-' "--1,Ll-11 ·'-'-'-1 =11w1, JJf ., ,_J_,, ! i== :~ II· II- 24" so. C f------~~~~-@) PILASTER/WALL NOT TO SCALE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 67D3 OF BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED LANDSCAPE DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. \ BY:r:::p DATE: Ob' (A-· v2 ' ' PRECAST CONCRETE OR TRA VERTlNE CAP TO MATCH BUILDING. 16xBx16 CMLI COLUMN SOLID GROUT #4 REBAR (2-VERTICAL) STUCCO FINISH TO MATCH BUILDING EXPANSION JOINT (TYP.) FINISH GRADE CONCRETE FOOTING N 14 16" SQ. CONSTRUCTION NOTES , r--; Q o -1 r 1 {\{\, n ,~\7 ~ / (J k O '<)':.J 1' 1 4 _, ~ PRECAST CONCRETE OR TRAVERTINE CAP TO MATCH BUILDING. 8x8x1 6 CMU BLOCK WALL SOLID GROUT (TYP.) #3 REBAR HORIZ. CONTINUOUS #3 REBAR-32" O.C . ALTERNATE BENDS IN FOOTING STUCCO FINISH TO MATCH BUILDING EXPANSION JOINT (TYP.) FINISH GRADE COMPACTED SUBGRADE PER SOIL'S REP OR r (95%) 1. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIES, OR AGENTS. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT. 3. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. APPROX. GRADE LINE RETAINING ® , OT TO SCALE , 10'-7" i --1 ' ----i .®/ 20 •.J, I . . ·. ·,1 -5' d -----: O') w / :.. WALL • ~ I N I "' , / / ····,,I/.-/ 1--_ 4.ff uhlity easen1~nt ___ ,_J"•··+' --'""Ii· --2rant,lc•d / • :·-¥,-,._ -1-i,dc1·rv o,.,;-,~a"1i«h,.,,:J _ _ ~v I.J.~• · "J l •.._ l .,:..-Cl.V ---, --- ·-· --·--' --_, _____ --·- r----•-=-~ ! @ :----: / . ,/ 11 !•i I i. l T~SP(@) _ L__-":"--~~~--t--r--113 CONSTRUCTION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISION SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2%. 3. CROSS SLOPE WALKS AND PAVING 2% MINIMUM, UNLESS OTHERWISE NOTED. 4. SPECIMEN TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE ; PLACEMENT SHALL BE ADJUSTED AROUND TREES . 5. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. _, __ ,r-' I i-, 0 0 ; ' --i (i) ® ® (3) ® ® (iJ ® ® @ @ @ @ CONSTRUCTION LEGEND -~ ,,. ~ ,_ ~IT~ ~ r,...., ~ ~ E-< VJ INFINITY EDGE POOL/SPA BY OTHERS -DETAIL J/L-2 EXISTING PILASTER EXISTING 6' STUCCO WALL STEPS PER DETAIL E/L-2 BLOCK WALL W/PILASTER AND WOOD GATE -DETAIL I/L-2 COLORED CONCRETE DRIVEWAY W/24" TRAVERTINE STONE BANDING -SEE DETAIL F/L-2 TOP OF SLOPE COASTAL RESOURCE ZONE, NOT TO BE DISTURBED DURIING CONSTRUCTION. TRAVERTINE STONE PAVING -DETAIL G ft I/L-2 COLORED CONCRETE WALKWAY -DETAIL G ft H/L-2 MOW STRIP (TYP.) -DETAIL A/L-1 BARBEQUE -DETAIL B/L-2 TRASH ENCLOSURE/SPA EQUIP ENCLOSURE -DETAIL I/L-2 PROPOSED WROUGHT IRON FENCING -DETAIL A/L-2 RETAINING WALL HT. PER CIVIL ENGINEER. STUCCO 6. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF,o:/ ___ -- ® @ FINISH TO MATCH BUILDING. CAP TO MATCH BLOCK WALLS. ANY WORK ON THIS CONTRACT. 7. ALL STUCCO WALLS SHALL BE WATER SEALED WITH THIRTY (30) DAYS OF STUCCO COLOR COAT. ALL STUCCO SHALL MATCH ARCHITECTURE IN COLOR AND FINISH, EXCEPT AS NOTED. 8. SEE DETAIL H/L-2. ALL EXPANSION JOINTS SHALL RECEIVE A ~-INCH PRE-MOLDED FELT MATERIAL AND INSTALLED WHERE INDICATED, AND AT ALL BUILDINGS, WALLS AND FIXED IMPROVEMENTS. 9. ALL EXPANSION JOINTS SHALL RECEIVE ~-INCH THICK SEALING COMPOUND. COLOR TO MATCH ADJACENT SURFACE COLOR. 10. CONTROL JOINTS SHALL BE TOOLED ¾-INCH WIDE BY ¾-INCH DEEP AS INDICATED. 11 -WEAKENED PLANE JOINTS SHALL BE ¾-INCH WIDE BY i SLAB THICKNESS DEEP. 12. ALL STONE PAVERS/TILES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TRAVERTINE STONE FOR PAVING AND BBQ, PER ARCHITECT. 13_ ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD POLICIES AND REQUIREMENTS, AND THE AVIARA POINT LANDSCAPE GUIDELINES. @ @ @ @) @ ®) @ EXISTING IRON FENCING 24" SEAT WALL -DETAIL C/L-1 20' FRONT YARD SETBACK 20' REAR YARD SETBACK, FROM THE TOP OF SLOPE 24" TRAVERTINE STONE BANDING (TYP.) EXISTING SLOPE THICKENED EDGE ALONG TOP OF SLOPE -DETAIL B/L-1 NO-i FOR I CO~S:RUCTiON 0 NORTH 4 8 I I ! . SCALE, 1/W ; 1' -O" ----------- 16 DATE MAY 14, 2007 -0 u) r--. PROJECT ND, 07-201 (J) f- -<C f- ~ w ~u _Jz >w ~o (J) zw -<( CL C) CL 0 2 z 0 f---- U z ~ <( er:: I f----_j (J) Q_ z 0 u <( -wz > 0::: -o 0::: LL c_ ~~ <( 0 > ci <( <( ~~ N ..I I-0::: 0 <( ..I 0 L-1 SHEET OF tectur ibilit) uctun of th -take and r plicat lar-..sC 1g re, now se of STUCCO WALL /r SECURE FENCE TO WALL WITH 5/8" DIA. x 4" LAG BOLTS / TOP & BOTTOM RAILS TO MATCH EXISTING IRON / POSTS TD MATCH SPACING TO MATCH f EXISTING IRON FENCE /; EXISTING IRON FENCE 1/ PICKETS TO MATCH 1 I EXISTING IRON FENCE ~~1 I I I LJ. ~/~f~~~~~~~~~~,Hl~f~f~~~~~~~----0~ FENCE NOTES; -ALL FENCING MATERIALS SHALL BE PRE- GALV. STEEL (0.9 MIL. GALV.) W/ A FACTORY APPLIED 0.6 MIL. POLYESTER COATING -ALL FIELD WELDS SHALL BE TREATED WITH COLD GALV. ZINC SHIELD AND SPRAY APPLIED 0.6 MIL. POLYESTER COATING. -ALL METAL SHALL BE PRIMED 111TH A 2.0 MIL. COAT OF METAL PRIMER ANO PAINTED TO MATCH EXISTING IRON FENCE. -WHERE REQ'D, SECURE FENCE TO MASONRY WALL W/ 5/8" DIA. LAG BOLTS AND MASONRY ANCHORS AND CAULK JOINT. I , ;= w ~} ~ ~ ~ ~OPENING LESS THAN I, ', f-o 4" FOR ALL POOL/SPA ', j: O'.'. ENCLOSURES ' ' J::~~IHt~~1H~:H~~HiH~~HHf~~1/1p--2~~ 111 :',: :111!1.l,, ,_,, ',, 1•, ·, 11 11 :ill:: :Ll~ rr1:; · 1 111' 1 : '1I=II 't ~., • :~r 'TIT~' , -"-+-'-'T7,, ,;)JI 1 ,I -. COMPACTED 90% [ SLOPE (TYP) N,1' • "'..~ OR UNDIST. GRADE 1· J 8" J CONCRETE FOOTING 0 WROUGHT IRON FENCE Af---------scALE: N.T.S. \ ~ N ~1" MIN. ;,f-----;,I" SEE PLAN FOR LENGTH TYP. 6" MIN. RADIUS PER CODES. 520-C-2500 CONCRETE SLOPE I" ON TREAD TYPICAL 3" BORDER W/ THREE I" GROOVES, APPROX. [" O.C. NO. 3 REBAR IN NOSE NO. 4 REBAR, 12" O.C. NO. 4 REBAR, 24" 0.C. NO. 4 REBAR, 12" O.C. EXPANSION JOINT CONCRETE WALK, SEE DETAIL@ \ ;,. NOTES; 1. 12" TREADS, 6" RISERS 2. BROOM FINISH ON TREAD, TR0\\1EL FINISH ON ALL OTHER SURFACES 3. LOCATE HANDRAIL ON RETAINING WALL PER CODES. 4. SUBGRADE SHALL BE COMPACTED IN COMPLIANCE WITH CONCRETE PAVING. 5. CONCRETE COLOR SEE DETAIL I/L-2 ,--lf.f;,==·~N < ' ., ·. -.,,g ,f>- SECTION 0 I N ' ,, FACE OF WALL / EDGE OF PAVING EXPANSION JOINT (IF ADJACENT TO WALL, TYP.) 1 /2" RAD. TOOLED EDGE. 4'-6" 36" 4'-6" " TIRAVERTINE TILE -8 co p TURBO STS GA~ TRAVERTINE~ UNTERTOP TO MATCH i\ GRILL, AVAIL. AT BACK SPLASH ATIO STONE PAv1NG. WWW.BBQGALORE.COM I I ; .. . , .. . . . ~ ·•. ·-;,. 1o ' ' " " "' . . :· . -. . , •·. .. -.. .. .. ·. --·- ' ., .. ·. .... . , •. ' . / ' STAINLESS STEEL CABINETS AVAIL. AT BARBEQUES GALORE WWW.BBQGALORE.COM " .;• ' 00 ·/. .. . ,. I -I \ .. . .-1 -; . .. .. ' .. \ ,m··'·· _-.' •• OQ •••.:••:• •• 0 0 • ...... •: .. ·. .· . . . . .. ~-.... ,. :. _:•. :: 0 0 • H •.: :. ~--. .. .. ·-. ' .. , . ••, .. .· ELEVATION STUCCO TO MATCH BUILDING. ·. BARBEQUE 8" TIRAVERTINE TILE __ ,, COUNTERTOP TO MATCH PATIO STONE PAVING. B SCALE: N.T.S. GROUT, PER MANUFACTURER'S SPECS. TRAVERTINE STONE PER ARCHITECT, INSTALL PER MANUFACTURER'S SPECIFICATONS. · 6x6W.1.4W1.4WWM CENTER IN SLAB . -MORTAR, SEE MANUFACTURER'S SPECIFICATIONS. -CONCRETE PAVING, COLOR FINISH PER PLANS. 6" THICKNESS. CONCRETE SPECIFICATIONS PER CODES. ' , ., , ' ' 4" I .. ' .. -.· .·.-. ' . . ·-. 3" .. .. < ., . .. ; ·-.. . ·:,: ,. .. ,.: . . . . . .·.• :· ..... .·· •: .. •.· .· ' ...... . ~-. :. . . '· . . / · . . . .. ; :;· ·. .. I TURBO STS GAS--~ GRILL, AVAIL. AT WWW.BBQGALORE.COM ~r~--------,....= R12-8" PLAN VIEW FACE OF WALL / EDGE OF PAVING EXPANSION JOINT (IF ADJACENT TO WALL, TYP.) min. 1,: sl0pe >< <C :a N " NOTES 8" TRAVERTINE TILE 1. 8'x8"x16" CMU BLOCK TYPICAL FRONT ANO BACK OF BBQ. COUNTERTOP TO MATCH PATIO STONE PAVING. 2. 3" CONCRETE OVER 3/8" EXT. PER ARCHITECT. PLYWOOD SUPPORT W/(4) #4 BAR HORIZ. @16" O.C. TIE BARS INTO BLOCK (UNDER BBQ ONLY) TRAVERTINE BACKSPLASH ~--..t VARIES TURBO STS GA- GRILL, AVAIL. AT WWW.BBQGALORE.COM STAINLESS STEEL CABINET AVAIL. AT BARBEQUES GAL-::Oc::R::-E---.. WWW.BBQGALORE.COM FINISH #3 REBAR VERT.----.. @ 24" O.C. (TYP.) GRADE . , ' ' 36" __ ,_ 1811 MIN . CONCRETE FOOTING W/(2) #3 BAR CONT. 1 1> , ~ ~ -; I 1= 1 1 __ · ,-· _'_ ,_' ·_ "_ '. __ -111 ' II=;:i 11=1 ! 1=111=1 i l=I I l=;:I I I=III= < z COMPACTED SUBGRADE___.-:II,=I I l=I I I=III=II l=I: ,=III=I I TO 90% :;; a:, GROUT, PER MANUFACTURER'S SPECS. TRAVERTINE STONE PER ARCHITECT PER MANUFACTURER'S SPECIFICATONS. 6x6W.1.4W1.4WWM CENTER IN SLAB FACE OF WALL / EDGE OF PAv1NG MORTAR, SEE MANUFACTURER'S SPECIFICATIONS. EXPANSION JOINT (IF ADJACENT TO WALL. TYP.) r CONTROL JOINT 1/4" RAD. TOOLED EDGE 1/2" DEEP. 1/4" FELT EXPANSION JOINT 1 / 4" RAD. TOOLED EDGE. CAULK TO MATCH PAv1NG. CONCRETE PAv1NG, COLOR FINISH PER PLANS. 4" THICKNESS. , ' FINISH GRADE 1" AT TURF 2" AT SHRUB AREAS. • I ' ' r ' ' ' , ' • ' "' ' ' I ' ' , ' ' ' ' ' > , ' , ,~ , > I , , /7 'v "'I " V ':i V :,::,' 'SJ ,.-. V '1 ? V L:,_· <1 V ,6_ . <] 7 L y'" L <l 'v . L' <1 !>-" 'SJ[> <;Jt> "'SJ]>. s;i[> . <;J 7 V '7 7 7-7 V /7 '1 'SJ 'SJ 'SJ . ~ ' "1 . t,. <J 'v.L::,.'<] 'L::::,,<] '7,6 V~<J V .A I> • I • J e , ' , , > , ' ) ' •· -II!= ~ ! I l.,.... , < .• _ . vIIIIII 90% COMPACTED F-=-m--'7,,--,,;--" TTic-TTT---<f-rl" . ' ·' -SUB-GRADE. i-I-_,,,_ ,_, --Ill -I' -II - 11 !~!11--111-111-1:-1:1-111 -:--::1·i1 :;_11•,, I' -11 I TTl -I 1--111 , 'lT-'-- -'-1 1 . 1-1-' ,_11-1-EXPANSION JOINT 1 -. -== -PER PLANS AND NOTES. NOTES; 1. CONTROL JOINTS 1/4" RADIUS TOOLED EDGE 1/2" DEEP, PER PLANS. 2. PRE-MOLDED EXPANSION JOINT 1/2" RADIUS 15' O.C. UNLESS NOTED. CAULK TO MATCH PAVING. 2. CONCRETE COLOR: DAVIS 'SAN DIEGO BUFF' MEDIUM BROOM FINISH ON DRIVEWAY. '1 Ii -,i 11 111 '1 -1 ·111 ! 111 -111 11-11 il/ /~1 ·111 ii I ,Ul~XPANSION JOINT / -, ------,--, -I · PER PLANS AND NOTES. , 11-1 11-111-1 I I-i 1 1-NOTE,,,---' . ==, .== == 1 ==, 1. CONTROL JOINTS 1/4" RADIUS TOOLED 11 '1==1 ; 1==1 ' I=='1 I :==1 i ' EDGE 1/2" DEEP, 5' o.c. FOR WALKWAYS. --I l_l_l_-1_1_1_,_,_I ~-! '1 • 2. 1/4" FELT EXPANSION JOINT 1/4" RADIUS, --, --1 1 5 O.C. UNLESS NOTED. CAULK TO MATCH -i -, -. ' . 90% COMPACTED PAVING. SUBGRADE. 3. 4" NON/CONG. PAVING, INTEGRAL COLOR CONCRETE, DAVIS COLOR: SAN DIEGO BUFF, LT. BROOM FINISH ON WALKWAYS. ,-, 1-I --1 111 111 . I : : 11 ; i I SECTION -,ii -Iii .. Iii=' NOTES: 1. CONTROL JOINT LOCATIONS PER PLAN. 2. 4" NON/CONG. PAVING, INTEGRAL COLOR CONCRETE, DAVIS COLOR; SAN DIEGO BUFF, LT. BROOM FINISH ON WALKWAYS. © CONCRETE STEPS Ef---------F STONE INSET TO DRIVEWAY PAVING G STONE INSET TO CONCRETE PAVING PAVING NOT TO SCALE 16x8x16 CMU BLOCK COLUMN HOUSE WOOD GATE. STAIN TO MATCH ENTRY DOOR. 8x8x16 CMU BLOCK WALL GROUT FILL ALL CELLS. PER STANDARD DRAWINGS. ~------~-------, '· ·- .... ... : .:. --: . '.:: .... .. ·-.. , ... , ·,. :: -·~-:-·· .-:··::. : -... ... ,. . . .:. .... : . :_. . ... ._ . : : . . . .. ; . . .. ; .:1 •·t -. .· .. ..... -., : ... : . . . . . . . .. .. i, : .. -~. ·:· . :. . . .. . .·.·:::·:·; · .. : .................. :.:·.-.···: .. •:··.· .. . •• • •• : •• 0 • 0 :. ••• 0 •~ 0 •• 0 •.: •• 0 0 •H O • 0 _.,. ... ·. ·:· · .. · :· ··. . . . ~.·.·: .. ::· .·•-: .. . .. . . : . ... : . : .: ' : .... : .· -..-·-·-·.·· .. ·,.. .. ..:· .. ·: _:·· ·., .• ;., ._ .. ·. ·_:.,. ·: . . . . . • ... ··.: . . . . . . . . . . . . . ' .· ... •.· ..•. •.: .... ', .. . '-··. . : .. . . . . . . . :, ... _ ..... _, ... ,_: .. ·-. : :· ·-:. . . .. : : . ~-. . . .. ... ·- .·, .. ·:•: ... · ... · .. .. ·. , .. . · ... ·. -.: .. ··-. ': : ,,. . ... : . . . .... ' ... ·.: . . . . . . . . .. . : .. . . ' . . . CONTRACTOR TO PROVJDE SHOP DRAWINGS FOR GATE DESIGN/CONSTRUCTION. / / / / / / / I ~---'---~--CD WOOD GA TE/PILASTER/WALL NOT TO SCALE NOT TO SCALE PILASTER •·' ... ·:· .... ·, ·, ... ,. .... :: .. : _. .. :/. •. . .. :: . : .. : -· .. ; ... lf-rHN711 : .... ; ... . ... . ·.-. . . : . ·.-. , .,_. __ -.-·:: ... ¼ --:-: lb"71'7'7t'7'11 PRECAST CONCRETE OR TRAVERTINE CAP TO MATCH BUILDING. 16x8x16 CMU COLUMN SOLID GROUT #4 REBAR (2-VERTICAL) STUCCO FINISH TO MATCH BUILDING EXPANSION JOINT (TYP.) FINISH GRADE b I in NOT TO SCALE PRECAST CONCRETE OR TRAVERTINE CAP TO MATCH BUILDING. 8x8xl 6 CMU BLOCK WALL SOLID GROUT (TYP.) #4 REBAR HORIZ. @ 24" O.C. VERT. IN GROUTED CELLS #3 REBAR CONTINUOUS IN FOOllNG MIN. 3" CLEAR. STUCCO FINISH TO MATCH BUILDING EXPANSION JOINT (TYP.) FINISH GRADE l~I I I ! 171 ll~r7'---.C:i"'--,-.--/-fL-----c-o_N_c_RE_TE_F_o_o_11_N_G ______ ~-;.,t-~--;-;:=1,,=:'1,-,djz'7fz;'1/½41'"'_-,-;;_-;~-:::=:-;c:;;;0NcRETE Foo11NG , , 111= N ,_ -. . · · · ,=I I (._ -=:11 1 I '' • · =I i 1. ii I= ,-111-~~~ ,-, 11-1 • = = . . i=I = i " -• . ,' -111-, 1I--,.-----"'t ,,_) i 1-1 I •-111 :--==: ! --, ' ' I' ·-111-" 1-1, 1-•_ 11-, '1--! 1 -I -! -,_, -, ,-'-., -II' 24" SQ. ' N COMPACTED SUBGRADE PER SOIL'S REPORT (95%) '·-----------------~-------~-- NOTE: NO SURGE PIT WIDTH OF TROUGH 3'-6" TOP OF SLOP ----~ -------------------------- STEPS--✓ EDGE .f DETAIL NOT 2· ,1 MAXIMUM PROJECTION PAST TOP OF SLOPE FOR CONSTRUC-1 ION ------·--------------------- DATE MAY 14, 2007 PROJECT ND, 07-201 Ul ~ <( ~ ~w Yu _Jz >w ajo Ul zw <(LL u LL 0 2 <( -wz >~ -o ~ LL c_ c2 ~ <( (.) ~~ -.:I' CD er, Cl) N ...I I-~ o< ...I (.) al d ass1 .] q, ; O\~ 1dec iai:n le g oes uire 1---------------1 or z 0 f- U z =:) <( er: _J f---O__ VJ z 0 u L-2 SHEET OF ""Y ~,,,,, --' f"· ... _ ;:--- -... ,, C 0 C'\ ? 3/4" . ' ,J,· I 11/4" ----\[' __ ------ 1· 3/4"; I --- I 3/4" 11/4" , .. -- V -.-~ " ... ---------,-c----,:_:J/J~: 1" • I . I . --,_,_--.-----11-4" _ ---! - 4 ,--, -· '--· ----i '-1 C ___ , ----" , ___ _ --,--: -7 -, '---i ~ :1 ', ----\'· ·., _j""""--'\~, ' '\ -,._ ' t!"li -~ 1 '2 fl t\fV i_:;u.Vu -3/4" " ,---- 11 '- ,_ -- 8 9 -----------------t.:c==.c.-=---'-t-'t--'=-"-'-="-t3=='-'(i)- 3/4" ------, ____ . --/ '. -. -,---· L i 3/4" 3/4" 3/4" ,. i,! '' '. . : . . 4.01 ur1htv ease1nent --granted • to thf;.1 C~t,.,; of Carlsbad ! k:&;-------~ ...... ,....,. 0 w .t-:,. 0 ,1 C I, '. -- , 0 0 - -7,_----rry'-.i'::>:::--··-1 \ / '·.,_ •' / ·, '! -~'"----, ------ CONTROLLER LOCATION; REFER TO NOTE 'B' BELOW POINT OF CONNECTION LOCATION; REFER TO NOTE 'A' BELOW NOTE A: ---< ___ J POINT OF CONNECTION SHALL BE AN EXISTING 3/4" DOMESTIC WATER METER WITH A 1" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE NOTE B: 118 PSI 65 PSI 12 GPM 53 PSI CONTROLLER SHALL BE A RAIN MASTER EAGLE MOD. # RME-18-EGT-iC-PMRKIT, 18 STATION WALL MOUNTED CONTROLLER, INSTALLED WITHIN THE GARAGE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED VvlTH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP_ NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK_ NOTE: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. --~-----~-----~~ NOT ~ OR CONSTRUCTION 05SAOIDS07 sweeney + associates IRRIGATION DE.SIGN AND CONSULTING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p · 951.461.6850 f email@sweeneyassoc.com www.sweeneyassoc.com Murrieta, California· Austin, Texas· Ft. Lauderdale, Florida @ NORTH 0 4 8 l E, SCALE, 1/8' ~ 1' -O" DATE MAY 14, 2007 --,-- I I -! i ' PRD.JECT ND. 07-201 z 0 f---z <( <( C) __J -0_ cc-: cc-: L-3 SHEET OF '° C) ~ r---- co ~ lfl -C) '° r---- -~----------- ~1gi me tlit: er, iat, nn ve, JU 1en he, ,nf 1 2 IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CDNlRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXIS17NG U17LITIES, STRUC17LRES AND SERVICES BEFORE COMMENCING WORK. THE LOCA 17DNS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDl170NS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE 17ME THESE PLANS WERE PREPARED. ANY SUCH CONDl170NS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVIE PRIOR TO ANY WORK OR THE IRRIGA170N CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMA17C CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVIES TO BE INSTALLED IN SHRUB OR GROUND COYIER AREAS WHERE POSSIBLE. ALL QUICK COUPLER ANO REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN ANO ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COM PENSA 17NG SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFAC17URER SPECIFICATIONS. WATER PRESSURE CALCULATIONS WATER METER NUMBER 1 WATER METER SIZE HYDRAULIC GRADE LINE !FT1 WATER METER ELEVA170N (FT) ELEVATION DIFFERENCE {FT1 STATIC PRESSURE {PSI) 118 REMOTE CONTROL VALVE II 11 REMOTE CONTROL VALVE SIZE 1" R.C.V. DEMAND (GPM1 11 TOTAL DEMAND (GPM1 11 HIGHEST HEAD SERVED !FT1 STATIC PRESSURE AT HIGHEST HEAD SIZE DESCRIP170N FLOW • PSI LOSS 1'' SERVICE LINE (50 FT OF TYPE K COPPER1 11 1 2.1 PSI 314" WATER METER /DISC TYPE) 11 2 1. 9 PSI 1" BACKFLOW PREVENTER R Ip TYPE\ 11 3 12.0 PSI 1" FILTRATION {WYE FILTER 11 4 0.2 PSI 1 " PRESSURE REGULATOR WILKINS 500HLR\ 11 5 5.0 PSI 1 " BFD ASSEMBLY PIPING I BRASS W7 4 ELLS\ 11 6 2.5 PSI 1'' MASTER CONTROL VALVE 11 7 0.9 PSI 1" FLOW SENSOR 11 8 1.0 PSI 1114'' ISOLATION VALVES !BALL TYPE1 11 9 1.0 PSI 11 /4" 260 FEET OF MAINLINE: SCH. 40 PVC 11 10 2.0 PSI FEET OF MAINLINE: CL. 315 PVC 11 0.0 PSI 11 /4" 6 -90 DEGREE ELBOWS 11 12 0.4 PSI 1 " REMOTE CONTROL VALVE 11 13 3.0 PSI 10% LATERAL LINE LOSS NIA 14 3.0 PSI 20% FITTING LOSS IIN ADDITION TO ELBOWS SHOWN) NIA 15 0.4 PSI 0 ELEVATION CHANGE IP.0.C. TO HIGHEST HEAD1 N7A 16 D.0 PSI TOTAL SYSTEM PRESSURE LOSS /SUM OF 111 THRU 1116) 17 35.4 PSI PRESSURE REQUIRED AT HEAD 18 30.0 PSI TOTAL PRESSURE REQUIRED {SUM OF ~17 AND 1118\ 19 65.4 PSI STATIC WATER PRESSURE (FROM ABOVE\ 20 118.0 PSI RESIDUAL PRESSURE {SUBTRACT 1119 FROM 11201 21 52.6 PSI SET PRV OR MCV AT I ~19 PLUS 10 PSI) 22 75.4 PSI PRESSURE BOOST, IF REQUIRED iSET TO ACHIEVE 30 PSI RESIDUAL\ 23 NIA PSI Controller : A IRRIGATION CONTROLLER RUN TIMES PLANT TYPE / SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY Days Per Week: 6 Shrub and Ground Covers: Spray Heads Stream Rotor Heads Turf Grass: Spray Heads Trees: 5.1 5.10 0.40 5.10 0.40 5.10 0.90 (HOURS) 1.74 0.70 0.07 8 0.50 0.80 0.20 1 1.74 0.70 0.15 2 RUN TIME (HOURS) 0.52 0.20 0.29 Bubbler Heads 5.10 0.80 3.00 0.90 0.06 2 0.12 CYCLES PER DAY: 1 TOTAL NUMBER OF STA1lONSl3 TOTAL RUN 17ME IN HOUR£:13 ----·-·------------------------------ SYMBOL Q T H F MANUFACT. (} ~ e • HUNTER t> i> ,,,. w HUNTER cg IS El EE HUNTER ['I ~ -• HUNTER ~ 6 ~ HUNTER G G e O HUNTER ~ Cl e e HUNTER ~ ~ e • HUNTER Cl G e 4l HUNTER ., ~ HUNTER HUNTER HUNTER 8 @ HUNTER 1M] P.O.C. [BJ WILKINS [S1 HUNTER [El RAIN MASTER -LASCO @ HUNTER • HUNTER [GI RAIN MASTER [El HUNTER [El N/A AS APPROVED AS APPROVED --AS APPROVED NO SYMBOL AS APPROVED NO SYMBOL 3M IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION GPM INST-06-CV POP-UP TURF HEAD W/ 7Q/7AT/7H/7F NOZZLES .26, .35, .52, 1.58 INST-06-CV POP-UP "i"URF HEAD W/ 1 OQ/10AT /1 OH/1 OF NOZZLES .39, .52, . 79, 1.57 INST-06-CV POP-UP TURF HEAD W/ 12Q/12AT/12H/12F NOZZLES .65, .87, 1.3, 2.6 INST-06-CV POP-UP TURF HEAD W/ 15Q/15AT/15H/15F NOZZLES .93, 1.23, 1.85, 3.70 INST-06-CV-LCS-515/RCS-515/SS-530 POP-UP TURF HEAD .65, .65, 1.30 .26, .35, .52, .1.58 INST-12-CV POP-UP SHRUB HEAD W/ 7Q/7AT/7H/7F NOZZLES INST-12-CV POP-UP SHRUB HEAD W/ 10Q/10AT/10H/10F NOZZLES INST-12-CV POP-UP SHRUB HEAD W/ 12Q/12AT/12H/12F NOZZLES INST-12-CV POP-UP SHRUB HEAD W/ 15Q/15AT/15H/15F NOZZLES INST-12-CV-LCS-515/RCS-515/SS-530 POP-UP SHRUB HEAD .39, .52, . 79, 1.57 .65, .87, 1.3, 2.6 .93, 1.23, 1.85, 3.70 INST-06-CV PDP-UP BUBBLER HEAD W/ RAIN BIRD 5FB/5CST-PCS-040 NOZZLES, USE 5F-B NOZZLES FOR PLANTERS WIDER THAN 21/2', USE 5CST-B NOZZLES FOR PLANTERS LESS THAN 21/2' INST-06-CV-PCN-50 POP-UP BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLER$ AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. PGH-ADV/36V W/ NOZZLES 01/04/06 HIGH POP SHRUB ROTOR HEAD .65, .65, 1.30 .38 .50 (1.0) .60, 1.4, 2.4 3/4" EXISTING DOMESTIC WATER ME17ER WITH 1" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN 975XLS, 1" R/P BACKFLOW PREVENTION DEVICE WITH WYE STRAINER HBV-101 1" NORMALLY CLOSED MASTER CONTROL VALVE FS-B100 1" FLOW SENSOR, INSTALL PER MANUFAC17URER'S RECDMMENOA170NS AND WIRE TO CONTROLLER SLO-CLOSE SCH. 80 PVC TRU-UNIDN BALL VALVE WlTH SOLVENT WELD CONNECTIONS, LINE SIZE HQ-33DLRC QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX ICV-101G-AS 1" SERIES PRESSURE REGULATED PLASTIC REM017E CONTROL VALVE, SIZE AS SHOWN RME18EGi-PMRKIT EAGLE CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL), SIZE AS SHOWN, INSTALLED WITHIN STAINLESS STEEL ENCLOSURE. (SEE BELOW FOR TYPE) WIRELESS MINI-CLIK RAIN SENSOR, MOUNT TO EAVE OF ROOF 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PVC PIPE 3/4" -11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTA17VIE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FDR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) -----"1ALVE NUMBER ~ -----<,_ p .M. ~- L,_ ___ _o,ALVE SIZE NO-I p~I 30 31) 30 30 30 30 30 30 30 30 30 30 40 FIELD FOR RADIUS 7 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 7 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A 25 FT DETAIL A A A A A A A A A A A A A N/A B C D E F G H H N/A J 1,J,K K CONSTRUCTION 05SA01DS07 I sweeney + associates IRRIGATION DESIGN AND CONSUL TING ' ' California 38730 Sky Canyon •rtve, Suite c Murrieta, CA 92563 951.461.6830 p · 951.461.6850f email@sweeneyassoc.com www.sweeneyassoc.com Murrieta, California· Austin, Texas· Fl Lauderdale, Florida DATE MAY 14, 2007 PROJECT ND. 07-201 Ul -- f- -- <C f- :-=) w <C ~u -wz > et:: _Jz -o et:: LL c_ >w <C ...I et:: <C ~o <C (.) >ci <C <C Ul ~ ID c,) U) zw ('I.I ...I ~ et:: <CCL 0 <C ...I (.) C) CL 0 2 z Oo -f---z <(W (_'.) (_'.) -w 0:::: _J 0:::: L-4 SHEET OF met: by tt )f $( WTICl -iruc le 111 .uent er or for l tfter t bet ------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICAllON ii,,~~ FINISHED GRADE IN SHRUB AREAS ~- ·: i ::::: ::::: 24" WIRE LOOP , i_[j l i1l PVC MAINLINE PIPE i7---·--' r--,l PER SPECIFICATION 1.Z',J"'-='-"'""-..:....::-f--i'--""-'-""" "<-""'o.J-~--BRICK SUPPORTS c_ _______ LANDSCAPE FABRIC L-----------3/4" ROCK, 2 CUBIC FT. L----------------PVC MAINLINE PIPE TO MASTER VALVE (NOT LESS THAN 10 PIPE DIAMETERS) PER SPECS. AND PLAN. NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TD ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. ® FLOW SENSOR 48" . .. . :' ' . . ,, I • NOTE: CONTROLLER, SEE LEGEND FOR SPECIFICATION. 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS RIGID ELECTRICAL CONDUIT (1'') LOW VOLTAGE WIRE IN RIGID PVC CONDUIT (3") PVC ELECTRICAL SWEEP TO EXTERIOR BUILDING WALL THROUGH J-BOX BUILDING FLOOR BY OllHERS INSTALL ENCLOSURE AS INDICATED BY DEVELOPER & MANUFACTURER'S RECOMMENDATION. ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S RECOMMENDATION. ® NOTE: WALL MOUNT CONTROLLER r------LOW VOLTAGE WIRES, 3 MAXIMUM -----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 1¢lF""f"f==j~-~----CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 111------POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~-LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1 /2" OF THE ,.....=a INSULATION PRIOR TO INSERTION INTO THE CONNECllOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. ® WIRE CONNECTION ------FINISHED GRADE IN TURF AREAS -----PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "MV" ONTO LID. .---MASTE CONTROL VALVE, SEE LEGEND FOR SPEC. i Ii "I I~ ~ FINISHED GRADE IN ill.1,1.Lsll 1l:111 11 111 ; i ,1 lL]1 llj=i I I 24" WIRE LOOP SHRUB AREAS =I 11-_l_!I 11-immtq_'1iijjlli}JJL0'UL::::_t!:_:!:[~:J.~-i?lil==VALVE ID TAGS r PVC SCH 40 FEMALE t ADAPTER, 2 REQUIRED L---PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. _;><:;_j-L---BRICK SUPPORTS L-------BRASS UNION L-------BRASS NIPPLE TYP. c_ _______ LANDSCAPE FABRIC L-----------3/4" ROCK, 2 CUBIC FT. L-----------------PVC MAINLINE PIPE FROM BACKFLDW PER SPECS. NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. © MASTER CONTROL VALVE ------t-lNISH GRADE IN TURF AREAS !PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "Rev" AND CONTROL STAllON # ONTO LID. USE STANDARD BOX OPENINGS FOR PIPE, DO NOT CUT BOX BRICK SUPPORTS, 4 REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE. SEE LEGEND FOR TYPE SPARE CONTROL WIRE, LOOP 48" LENGTH INTO EACH RCV BOX 1~~~----FINISHED GRADE IN SHRUB AREAS ~~~--24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC SLIP 90 DEGREE ELL ,-,.___ ___ SCH. 40 PVC PIPE OR SCH. 80 T.O.E. NIPPLIE WITH D.I. SERVICE TEE TAPE WIRES TO PIPE SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE ~---3/4" CRUSHED GRAVEL, 4' MINIMUM DEPTH ~----sANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX © REMOTE CONTROL VALVE f,:----~--,,,--:;---::-a--;4:C---:;,---:-7-~-PAVING ' 4 DIMENSION A 8 1 1/2" TO 6" IN SIZE 36" 24" C 24" D 4" DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. 0 SLEEVE IN ST ALLA Tl ON ---------------FINISH GRADE ------------BRASS THO. 90 DEG. ELL, TYPICAL ' . . 8 • ~ : 2" MIN. R /p PRINCIPLE BACK FLOW DEVICE 1/1/ WYE STRAINER AND 2 BRASS BALL VALVES, SEE LEGEND FOR TYPE ,~---BACKFLOW ENCLOSURE AND INSULATING BLANKET, IF SPECIFIED I-+----BRASS NIPPLES, LENGTH AS REQ. ;r::£:-::c-t----BRONZE PRESSURE REGULATOR W/ GAGE AND UNION, SEE LEGEND ----< e--+----BRASS UNION " ASSEMBLY PIPING SHALL BE AT A IIEl~l'Elli=I1I=II-II=I IElli=iiEilEIIE' MIN. BE EQUAL TO THE R/P DEVICE , w~_ 11 lk_ 1_ r_ ~_ 1 111~_ ,_ m~lf~ __ 91lll11 T~[a'J.Efil=ill' 'w11i ~m!'lll~illllifr'.lc~llill lT~ SCH 80 PVC FEMALE ADAPTER ::::=_,::-, ::::.1-'~J/'J' 'llJl~==1--PVC MAINLINE TO MASTER VALVE l CONCRETE SLAB SCH 80 PVC NIPPLE 6" MIN. LENGTH c_ _____________ COPPER FEMALE ADAPTER c_ ______________ TYPE K COPPER FROM METER NOTE: CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLDW ENCLOSURE IS SPECIFIED, THE CONCRETE SLAB SHALL BE llHE SIZE REQUIRED BY THE MANUFACTURER. ® NOTE: BACKFLOW DEVICE ,------FINISHED GRADE IN TURF AREAS ,------:--PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. L---------LANDSCAPE FABRIC ~---------3/4" ROCK, 1 CUBIC FT. USE TEFLON TAPE ON ALL THREADED FITllNGS TYPICAL. ® QUICK COUPLER VALVE FINISH GRADE CONTROL WIRES, SEE SPECS. DIMENSION A B C 1 /2" TO 2-1 /2" IN SI 'El 8" 12" 4" 3" TO 6" IN SIZE 24" X 4" CD PIPE INSTALLATION --------INSTALL SPRINKLER HEAD FLUSH WlllH NOTE: FINISHED GRADE IN TURF AREAS f-------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION 1/2" -----INSTALL SPRINKLER HEAD 1/2" l I= = = ABOVE FINISHED GRADE IN SHRUB ; Ii' i TT[! I i 1 I J AND GROUND COVERS AREAS Ill Iii i -----UNDISTURBED SOIL I I I, 11' 111) I IT -----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE I LATERAL LINE. SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED l'l:.-:::"-7--.l_~ INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @ POP-UP SPRINKLER l~---------FINISHED GRADE IN TURF AREAS ----PLASTIC 10" ROUND VALVE BOX WITH T-COVER t AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "av" ONTO LID. --2" _,,_ -~_····1=111° -!I-- '11m11 11i1 : I I I i 111 i I I © 6" INISHED GRADE IN SHRUB AREAS = 11 111 r----\\!==:H1 -t=t++----LASCO "SLO-CLOSE" SCH. 80 PVC, 111;11 111'1:1 TRU-UNION BALL VALVE, SOLVENT I 1' 111 -WELD CONNECTIONS. SIZE BALL VALVE PER llHE MAINLINE SIZE J.,..--'a-c'\\------6" PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM ~:J-----BRICK SUPPORTS, THREE REQUIRED -----ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL PROVIDE ONE 30" STEEL VALVE KEY FOR EA. 3 VALVES INSTALLED ~PVC IRRIGATION MAINLINE, El-c------' SEE LEGEND FOR SPECIFICATION \l.==lf--11'=11 ~-----SOLVENT WELD CONNECTIONS BALL VALVE NO-i FOR CONSTRUCT 1 ON 05SA01DS07 sweeney + associates IRRIGATION Dlia-SIGN AND CONSUL.TING California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p · 951.461.6850 f email@sweeneyassoc.com www .sweeneyassoc.com Murrieta, California· Austin, Texas· Ft. Lauderdale, Flotida DATE MAY 14, 2007 ~ D -r--. CD ,+--+-++-,,--1 --+-+-+-t-+-+-i LD D ~ r--. PROJECT ND, 07-201 (/) f-- <:( f-- ~ w ~u _Jz >w ~o (/) zw <:( LL u LL 0 2 z OUl I-_J <( <( u l- et:: w et:: 0 c:( -wz > a:: o2 0 C !:!: c:( .J a:: c:( c:( u -~ >C c:( c:( ~m 0) "' N .J I-a:: 0 c:( .J u L-5 SHEET OF cheI1 ::Ar undr s ar1 urat pro, tl C( mod '.le le mad veen PLANTING NOTES 1. ALL LANDSCAPING SHALL BE DONE IN ACCORDANCE WITH THE CITY OF CARLSBAD POLICIES AND REQUIREMENTS, AND THE AVIARA POINT LANDSCAPE GUIDELINES. 2. THE PLANTING IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. 3. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVIENCE OF THE CONTRACTOR ONLY. 4. CONTRACTOR SHALL APPLY A CONTACT HERBICIDE WHERE WEEDS ARE PRESENT PER MANUFACTUERS SPECIFICATIONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING ROOTS BEFORE PROCEEDING WITH WORK. 5. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK. 6. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULY OPERATIONAL AND PLANTING AREAS SHALL BE THROUGHLY SOAKED. 7. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%, SHALL BE CROSS-RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOWING AMENDMENTS SPREAD EVENLY AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE PER SOIL ANALYSIS). 8. A. B. C. D. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS 100 POUNDS AGRIGULTURAL GYPSUM 15 POUNDS IRON SULPHATE 25 POUNDS 16-6-8 SLOW RELEASE FERTILIZER 9. EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: 1 O. ROOTED CUTTING/4" POT 1 GALLON CONTAINER 5 GALLON CONTAINER 15 GALLON CONTAINER BOX TREE (1) 5 GRAM (1) 21 GRAM (3) 21 GRAM (5) 21 GRAM (1) 21 GRAM PER 3" BOX 11. PLANT BACKFILL SHALL BE 50% SITE SOIL, AND 50% NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. 12. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. 13. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM OF TWO YEARS. PLANTS SHALL EXHIBIT HEAL THY GROWTH AND BE FREE OF DISEASES AND PESTS. 14. A. STAKE ALL TREES PER DETAIL B. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT FENCES WITH GALV. NAILS AND GREEN NURSERY TAPE. C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SiDE GROWTH ON ALL TREES. 15. LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2% DRAINAGE AWAY FROM ALL BUILDINGS, STRUCTURES, AND WALLS. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. 16. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS, SILLS AND WALKWAYS IN ALL AREAS, WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS -FINISH GRADE BEFORE LAYING SOD SHALL BE 1-f BELOW THE TOP. 17. THE LANDSCAPE CONTRACTOR SHALL LEAVE THE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL, TRASH, AND TOOLS. 18-THE LANDSCAPE CONTRACTOR SHALL MAINTAIN PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED FREE. 19· AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER OR THE OWNER'S REPRESENTATIVE AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED, WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATION AND CITY OF CARLSBAD REQUIREMENTS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED IN WRITING BY THE OWNER OR OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. 20. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A. DAILY WATERING OF ALL PLANT MATERIAL B. WEEKLY MOWING OF ALL TURF AREAS. C. WEEDING AND REMOVAL OF ALL WEEDS. D. REPLACEMENT OF ANY DEAD, DYING OR DAMAGED TREES, SHRUBS OR GROUNDCOVERS. E. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. F. ADJUSTING OF SPRINKLER HEAD HEIGHTS AND WATERING SYSTEM. G. FILLING AND RECOMPACTION OF ERODED AREAS. H. WEEKLY REMOVAL OF TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. I. AT 30 DAYS AFTER PLANTING, 16-6-8 SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. J. AT 60 DAYS AFTER PLANTING ADN PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1,000 SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 21. PRIOR TO THE END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER OR OWNER'S REPRESENTATIVE AND ARRANCE A FINAL WALK THRU. OWNER MUST ACCEPT ALL MAINTENANCE AREAS IN WRITING PRIOR TO THE END OF MAINTENANCE PERIOD. 22. ALL SHRUBS SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROW AND HEAL TH FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION OF MAINTENANCE PERIOD AND FINAL ACCEPTANCE. ALL TREES SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW AND HEALTH IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD AND FINAL ACCEPTANCE. 23. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT, SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS, WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, AND ALL SUCH REPLACEMENT MATERIALS SHALL BE GUARANTEED AS SPECIFIED FOR THE ORIGINAL MATERIAL GUARANTEE. t'-- 0 -t-- t'- -Lr} 0 0 0\ ~ Oz f-0 f-- 0~ z ::, ' "' w f-z '-" Oz NS L,.J<.:) ~z ::, - 0~ iflO "' 0 ...J Lu <( c:, f-"' V, ::, <( f-a~ uo \; BAC PIL ---+----< + + L......1:..::6+-"'CE:::.A~--< Ce 15 GAL. FLATS + + + ' ___ , ---- i--: 1---- -' '-----: ·-----·_ --_'_ : __ ·- 41 COP REP ~-+----1Cr 5 GAL. 21 HEB COE ~----tc-c15=-G=-AccL-. ---\ H e :---- 38 HEM HYB 5 GAL. i--~ ,_•✓J& 2. 8 ""'/ ,-J#•. ----, ____ , ™· BOU Bo 15 GAL. HED HEL FLATS N ~ ' 7 ,:;, O rr,, f l t i (J .L.,_J . --------·· MUh Tl-TRUNK KING PALM .• h . ..-..--•. --,---P ,_ 2 BLE 15 GAL. \, ,-i ~' L/ 4 ALO Al 15 GAL. ARM MAR FLATS ' 1 -~c n. ,l' y. -~ \ 1 ; _L_," ..._.,-J' '/ " 12 STR REG 15 GAL. 11 PHO TEN ~-'-'---'~~~_,F 5 GAL. 25 17 PHI VAR 5 GAL. CAN VAR @ 15 GAL. p 10 ARC CUN 'f B.T.H. / >MULTI TRUNK K_IN6PALM ___ ,,/_,_ -------~-'>- -o,m a -:n..:a: '---"9'-1-=-Ll"--'R-"M""U=--S --I L 5 GAL. 13 HED GAR H 15 GAL. 15 PIT VAR c---. "---=s'-='c;.,...--,rp v' 15 GAL. ! i 3 STR NIC 15 GAL. Sn ·;;-.-----·-.- I -• --- ' .. ', : . :-~-:· -r.\ ii-';{)~~ . /_· :_:-.-_:_ 1)1 .. .. . . • . _l • '/ 2 BAU BLA 24" BOX 16 TRA SPA 5 GAL. TURF SOD T .. ~ .... 78 ANI ---+=--=--cc----10 5 GAL. ' /. _:·-·~,)~ROOT BARRIER (TYP.)--- ·-·:-] ., SEE DETAIL B/SHT. L-6 ~ -:. ·. ~ 1 Q -' 0 ~ .p. 0 0 -- --.l > . ,-, '-' 0 - 1 MAG GRA 36" BOX 1 PHO MUL 24" BOX 19 HIB ROS 15 GAL. Hr ·. ·':· ... ,--.. ··.· . _:: .... :~ "{; .',, ' ,c:_::·~~. :J _.::~~-+--_6.:..:8t5tA~Gi~;fAF:'-. :..:.R 7A 3 PHO ROE 15 GAL. NO-I FOR CONSTR 1JCTION @ NORTH 0 4 8 16 SCALE, 1/8"=1'-D" --------- DATE MAY 14, 2007 OJ -lf) ~~c+-++-'-1 C) +-+-.--I <..O -1-'----l--l r--- PROJECT ND, 07-201 U) ~ <( ~ =:Jw ~u ___J z >w ~o U) zw <( Cl: u er:: 0 2 u zz f-----<( z _J <( o_ _J o_ <C -wz > a:: D2 0 C !:!: ~~ <C 0 ~~ ~m a, en N ..J I-a:: 0 <C ..J 0 L~6 SHEET OF ne th Chile iess ::h1te des~ 'eme ,des. ify 01 it an e b the NO. OF PLANTS SPACING 'A' SPACING 'B' PER SQ. FT. SPACING 'A' 6" o.c. 5.20" 4.60 48" o.c. ( 4') 8" O.C. 6.93" 2.60 6011 O.C. (5') 9" o.c. 7. 79" 1.78 72" o.c. (6') 1 o" o.c. 8.66" 1.66 84" O.C. (7') 12" O.C. (1') 10.40" 1.15 96" o.c. (8') 15" O.C. (1 \') 13.00" 0.738 18" o.c. (1 \') 15.60" 0.512 108" o.c. ( 9') 120" o.c. ( 1 o') SPACING 'B' 41.6" 52.0" 62.4" 72. 7" 83.1'' 93.5" 1 03. 9" NO. OF PLANTS PER SQ. FT. 0.072 0.046 0.032 0.024 0.018 0.014 0.012 o. [Z 0~ FINISH SURFACE OF PAVING FINISH GRADE N J· '.;··: J ';.-:,_J '.;. :. '1 •~-: .J' _; 1 _ I ·~-----,~------~~.. -·--·~--'-··· --1 --1 i - ",~ -~ :.-·"-"' ·""" ·' 11-1 -1 -'I · •-'--'--...,,-,~,~-~-~ 1-'--TTJ-m~-· _ I • ;\)li 111=!1 111k 11lk1 I lg) 11g): , I I 11::!::1 11=1 • ill -1 I !~I I r-11-1 • I~ 1-1 1 1-1 I I~ --::m ·m1=-..:..~ -m m ; ROOT BARRIER -=, ,=ill Iii. I iii Ill= PANEL II Ill :11 }-!II Ill L JOIN PER 1illrnill11ill7Irnillrnillf MANUFACTURER'S 'II 111. Iii.. i !!I IW SPECIFICATIONS -::Ill •II ii Ill Ill=- o I N ~MBOL rf' '-¾ .... 24" O.C. (2') 20.80" 0.290 30" o.c. (2\') 26.00" 0.185 144" o.c. ( 1 2') 124.7" 240" o.c. (20') 207. 9" 36" O.C. (3') 30.00" 0.116 NOTES: 0.008 0.003 o. [Z "o~ . -I 11 111 i 111-' TD PROVIDE -=!II i I I I=-' A SOLID BARRIER ,,~~,, _'J.!_ =------~ WITH TIGHT JOINTS SECTION VIEW t '""-\.. A ,,.._ fJ ~ • z " 0 I in .. • PLANT LOCATION •--~<c- B • \ OF B --...______ EDGE OF PLANTING AREA 1. FOR USE WHEN PLANTS ARE SPACED EQUIDISTANT FROM EACH OTHER AS IN ALL GROUNDCOVER PLANTINGS AND MASSED SHRUB PLANTINGS. 2. SEE PLANT LEGEND FOR MAXIMUM TRIANGULAR SPACING 'A'. 3. THIS CHART IS TO BE USED TO DETERMINE THE NUMBER OF GROUNDCOVER PLANTS REQUIRED IN A GIVEN AREA . THE PLANTING AREA EQUALS THE TOTAL AREA LESS THE OFFSET \ 'B'. PLAN VIEW NOTES: END OF ROOT BARRIER TREE TRUNK WITHIN 15" OF PAVING ROOT BARRIER (CONTINUOUS) --..__ END OF ROOT BARRIER ~--INSTALL ROOT BARRIER FOR TREES 15' OR LESS TO PAVING ....__ PAVING, CURB, OR WALL -ROOT BARRIERS SHALL BE INSTALLED FOR ALL TREES WITH TRUNKS LOCATED CLOSER THAN 15' FROM WALKS, PAVING OR CURBS. AS NOTED ON PLAN. -ROOT BARRIERS SHALL BE CONTINUOUS ALONG PAVING WHERE TREES ARE SPACED LESS THAN 20" ON CENTER. 0 SHRUB/GROUNDCOVER SPACING A f---------______.__ ___ _ SCALE: N.T.S. INSTALLATION 0 w f-- 0 z U1 < f-- I '-' w I -' BROWN -' < TRUNK "' HEIGHT w > AS NOTED 0 SECTION NOTES: PLANT PALMS SO THAT THE TOP OF THE ROOTBALL IS EVEN WITH THE FINISHED GRADE. SET PALMS PLUMB AND TRUE TO GRADE. MAINTAl¼4STRAIGHTEN THROUGHOUT MAI TENANCE PERIOD AS NECESSARY. TIE FRONDS DURING TRANSPORTING WITH ORGANIC TWINE TO PROTECT GROWING TIP. DD NOT TRIM ENDS. PALM TREE PLANTING BACKFILL MIXTURE REFER TO SPECIFICATIONS. WATER AND TAMP TD REMOVE AIR POCKETS. F n. w 0 I -' f---' (L < w m 0 f--0 -' 0 -' <( "' m X f-- N 0 '-. 0 -et: 3" 3" ROOTBALL DIAMETER 2x ROOTBALL DIAMETIER TOP OF ROOTBALL 1• ABOVE FINISH GRADE 2" MULCH AROUND ROOTBALL FORM BASIN WITH 3" CONTINUOUS RIM, NON-TURF AREAS ONLY 5" BARK MULCH IN GROUNDCOVER AREAS; 2"1N DRIP IRRIGATED AREAS FINISH GRADE SOIL BACKFILL MIX, WATER AND TAMP TO REMOVE AIR POCKETS PLANT TABS, SEE PLANT NOTES MOUND SLIGHTLY AND COMPACT @ PALM PLANTING c~----~ SCALE: N. T.S. ®"--~-~-~-;-TB_s __ P_L_A_N_TI_N_G ______ _ ..-------15 GALLON TREE DR LARGER --TREE TIES -CINCH TIE AS MANUFACTURED BY V.I. T. CO. OR APPROVED EQUAL. (4) MINIMUM -(2) AT TOP OF STAKE AND OTHERS WHERE NECESSARY TO SUPPORT TREE. ---(2) LODGEPOLE PINE STAKES -STAKE INTO UNDISTURBED SOIL OUTSIDE ROOT BALL. 3" SHREDDED BARK MULCH (REFER TO SPECS). KEEP MULCH 3'" AWAY FROM TRUNK. 3" HIGH WA TERI NG BASIN SCARIFY EDGES OF PLANT BASIN -HOLE DEPTH TO BE SAME AS DEPTH OF ORIGINAL PLANT CONTAINER. PREVAILING WIND TREE TREE STAKES GALVANIZED NAIL e~ SYMBOL Al b Ce 6J He - H L p l_l~bcei~~~ _.,.---SOIL BACKFILL MIX OR NATIVE SOIL (REFER TO -'f nnu SPECS)-WATER AND TAMP TD REMOVE AIR NOTES: o I "' I f-- (L w 0 -' -' <( a, f--0 0 {Y X N ;;;;;; POCKETS. -'js----'-ti'9-f1=;;\t;l'°;;erl; •~8 P7J;~~}f~~;[_ ____ PLANT TABS, SEE SPECS FOR QUANTITY (CUPRESSUS SEMPERVIRENS ONLY) -------UNDISTURBED SUBGRADE '-----4" PERFORATED PVC PIPE WITH DRAIN ROOTBALL -1 0 DIAMETER "' 3X ROOTBALL ;,.~~ DIAMETER 12"' MIN GUARD AND 4" PVC DRAIN PIPE WITH BLACK FLAT GRATE -------PEA GRAVEL © TREE PLANTING AND STAKING E>------ scALE, N. T.S. I f-- (L w 0 -' -' < m >-0 0 TOP OF ROOTBALL I" ABOVE FINISH GRADE FORM BASIN WITH 3" CONTINUOUS RIM '-. "' - ROOTBALL DIAMETER 2x ROOTBALL DIAMETER .-:1,,ji=;belm~r,s,;:,---SOIL BACKFILL MIX, WATER AND TAMP TO REMOVE AIR POCKETS PLANT TABS, SEE PLANT NOTES ® SHRUB PLANTING ON SLOPE F------scALE, N.T.S. 1. REMOVE ALL NURSERY STAKES. TIES & TAGS -TREES MUST STAND UPRIGHT TO BE ACCEPTABLE. 2. REMOVE DAMAGED BRANCHES -DD NOT REMOVE CENTRAL LEADER OR ANY LOWER BRANCHES. 3. TOP OF ROOT BALL TO BE 1" ABOVE EXISTING GRADE -NO SOIL TO BE PLACED ON TOP OF ROOT BALL. 4. GRADE WATERING BASIN SUCH THAT WATER COLLECTS AT EDGE OF ROOT BALL, NOT AT TRUNK. 5. THOROUGHLY WATER IMMEDIATELY AFTER PLANTING. F T NOT FCR CONSTRUC-1 ION Ph Sn A 0 Bo B @ Cr H Hr Pv Sr SYMBOL ,A SA " fx?Xxvv11 .,,,v v"I [+:+:+- l<<<r 1 ·_-_.--.. +- llllllllt- TREE LEGEND BOTANICAL NAME COMMON NAME ABBREV. SIZE COMMENTS HT. X SP. DETAIL ARCHONTOPHOENIX KING PALM 'SGL" ARC CUN 9' B.T.H FULL, VIGOROUS X' x X' C / L-6 CUNNINGHAMIANA MULTl'S NOTED ON PLANS BAUHINIA BLAKEANA HONG KONG ORCHID BAU BLA 24" BOX FULL, VIGOROUS X' x X' E / L-6 SINGLE TRUNK PHOENIX ROEBELENII 'MULTI' PYGMY DATIE PALM PHO MUL 24" BOX FULL, VIGOROUS x' X X' C / L-6 MAGNOLIA GRANDIFLORA NCN MAG GRA 36" BOX MULTI TRUNK FULL, VIGOROUS X' X X' E / L-6 PHOENIX ROEBELENII PYGMY DATIE PALM PHO ROE 15 GAL. FULL, VIGOROUS x· x x' C / L-6 STRELITZIA NICOLAI GIANT BIRD OF PARADISE STR NIC 15 GAL. FULL, VIGOROUS X' x X' C / L-6 SHRUB LEGEND BOTANICAL NAME COMMON NAME ABBREV. SIZE COMMENTS HT. X SP. DETAIL AGAPANTHUS AFRICANUS LILY-OF-THE-NILE AGA AFR 5 GAL. FULL, VIGOROUS x· x x· A & D / L-6 ALOCASIA ELEPHANT'S EAR ALO 15 GAL. FULL, VIGOROUS X' X X' A & D / L-6 ANIGONZANTHOS BUSH RANGER ANI 5 GAL. FULL, VIGOROUS X' X X' A & D / L-6 HYBRID KANGAROO PAW BOUGAINVILLEA SAN DIEGO RED BOU 15 GAL. FULL, VIGOROUS x· x x· A & D / L-6 BLECHNUM ALASKAN TREE FERN BLE 15 GAL. FULL, VIGOROUS X' x X' A & D / L-6 BUXUS SEMPERVIRENS BOXWOOD BUX SEM 15 GAL. FULL, VIGOROUS X' X X' A & D / L-6 CANNA VARIETY MISS OKLAHOMA CANNA CAN VAR 15 GAL. FULL, VIGOROUS X' X X' A & D / L-6 OR TROPICANNA X' X X' A & D / L-6 CEANOTHUS G.H. 'HURRICANE POINT' CEA 5 GAL. f"ULL, VIGOROUS X' X X' A & F / L-6 COPROSMA REPENS NCN COP REP 5 GAL. FULL, VIGOROUS X' X X' A & F / L-6 CYCAS REVOLUTA SAGO PALM CYC REV 15 GAL. FULL, VIGOROUS x· x x' A & D / L-6 HEBE 'COED' NCN HEB COE 5 GAL. FULL, VIGOROUS x' x x· A & F / L-6 HEDYCHIUM GARDNERIANUM KAHILi GINGER HED GAR 15 GAL. FULL, VIGOROUS x· X X' A & D / L-6 HEMEROCALLIS HYBRIDS PRARIE BLUE EYES HEM HYB 5 GAL. FULL, VIGOROUS X' X X' A & D / L-6 X PRARIE BLUE EYES DAYLILY HIBISCUS ROSE-SINENSIS FULLMOON HIB ROS 15 GAL. FULL, VIGOROUS x· X X' A & D / L-6 MONNON HIBISCUS x' X X' A & D / L-6 LIRIOPE MUSCARI LILY TURF LIR MUS 5 GAL. FULL, VIGOROUS x· x x· A & D / L-6 PITTOSPORUM 'WHEELERI' NCN PIT VAR 15 GAL. FULL, VIGOROUS x· x x· A & D / L-6 PHILODENDRON VARIETY XANDADU PHI VAR 5 GAL. FULL, VIGOROUS X' X X' A & D / L-6 PHORMIUM TENAX DWARF VARIEGATED FLAX PHO TEN 5 GAL. FULL, VIGOROUS x' X X' A & D / L-6 'AUREA NANA' TINY TIGER STRELITZIA REGINA BIRD OR PARADISE STR REG 15 GAL. FULL, VIGOROUS X' X X' A & D / L-6 TRADESCANTHIA SPATHACEA MOSES-IN-THE-CRADLE TRA SPA 5 GAL. FULL, VIGOROUS x' x x' A & D / L-6 GROUND COVER LEGEND BOTANICAL NAME COMMON NAME ABBREV. SIZE COMMENTS HT. X SP. DETAIL ARMERIA MARITIMA COMMON THRIFT ARM MAR FLATS HEALTHY, VIGOROUS, WELL -ROOTED -A/ L-6 ASPARAGUS MYERII MYERS ASP MYE 1 GAL. HEALTHY, VIGOROUS, WELL-ROOTED -A/ L-6 ASPARAGUS BACCHARIS PILULARIS 'TWIN PEAKS' BAC PIL FLATS HEALTHY, VIGOROUS, WELL-ROOTED -A/ L-6 HEDERA HELIX IVY HED HEL FLATS HEALTHY, VIGOROUS, WELL-ROOTED -A / L-6 MARATHON II TURF TURF SOD HEAL THY, VIGOROUS, WELL-ROOTED -A / L-6 IMPATIENS WALLERIANA BUSY LIZZIE IMP WAL FLATS HEALTHY, VIGOROUS, WELL-ROOTED -A/ L-6 NOTES 1. ALL NON-LAWN AREAS SHALL RECEIVE A 2" LAYER OF BARK MULCH. 2. IN ADDITION TO WHAT IS SHOWN ON PLANS. CONTRACTOR SHALL PROVIDE AN ADDITIONAL 20 FLATS OF ANNUAL COLOR TO BE CHOSEN AND AN PLACED BY THE LANDSCAPE ARCHITECT AT THE TIME OF INSTALLATION BASED UPON SEASON AND AVAILABILITY. 3. PLANT VARIETIES LISTED ABOVE, AVAILABLE THRU MONROVIA NURSERY WWW.MONROVIA.COM OR SAN MARCOS GROWERS WWW.SMGROWERS.COM DATE MAY 14, 2007 '° 0 ~ r---- 00 ,--!-H--++-H ~ lD 0 '° r---- PROJECT ND, 07-201 (J) f-- <( f-- :=i w Yu _Jz >w ~o (J) zw <( er:: C) er:: 0 2 C) zz ~ <t z _J <t o_ _J o_ <( -wz >~ -o ~ LL c_ ~~ <( u > c <( <( -.:I'm en en N -I I-~ o< -' u L-7 SHEET OF reoi, ::.ural F the and 1 for ts m aws, :ier's with any mi.