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HomeMy WebLinkAboutDWG 403-4L; CT 01-10; VILLAGE BY THE SEA; L1-L16SITE {Carlsbad Boulevard) NO SCALE VICINITY MAP PACIF"IC OCEAN \ I U\ CITY OF" VISTA CITY OF" ENCINITAS 6:1 SCALE I "=60' '12'.SVl!::.WE.. 'D ~(lHECKER KEY MAP SHEETS 2, 9, 13 APPROVED FOR PU!NTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PU!NTING AREAS. "AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR SHEET INDEX sequence # sheet # description . 1 L-1 TITLE SHEET 2 L-2 CONSTRUCTION PLAN AND NOTES 3 L-3 CONSTRUCTION PLAN AND SCHEDULES 4 L-4 CONSTRUCTION DETAILS 5 L-5 CONSTRUCTION DETAILS 6 L-6 CONSTRUCTION DETAILS 7 L-7 CONSTRUCTION DETAILS 8 L-8 CONSTRUCTION DETAILS g L-9 IRRIGATION PLAN AND NOTES 10 L-10 IRRIGATION PLAN 1 1 L-11 IRRIGATION DETAILS 12 L-12 IRRIGATION SPECIFICATIONS 13 L-13 PLANTING PLAN 14 L-14 PLANTING PLAN 15 L-15 PLANTING DETAILS 16 L-16 PLANTING SPECIFICATIONS DECLARATION OF RESPONSIBLE CHARGE: I HEARBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT. THAT I EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE 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 AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF THE WORK, OF MY RESPONSIBILITIES OF PROJECT DESIGN. CHARLES G. EVANS FIRM NAME AND ADDRESS: TELEPHONE NUMBERS: REGISTRATION NUMBERS: EXPIRATION DATES: 1/-:,r r; PLANNING SYSTEMS 1530 FARADAY AVENUE, SUITE 100 CARLSBAD, CA 92009 (760) 931-0780 / (760) 931-5744 (FAX) LA #3900 12/31/04 ~ • " • • s co :j Oo □s "'@ "'. s -< • Ll ~ • . :,, :l fl, "'.5 ;'l " 0: " -<-"' Ll 0. ·• 0 o-, rl .. D "" ~"' s .\ en"' "' ,;_ D ;:, 0 Z'° [;' c:, -<~ '"0. O> -< '-'m 25::,, z r,i Z'" <~ 5:'. (/] " . ro -< 0 o:o N ~. ro 0 '"" 0 0 ol z "' rl "'"' ci rl "' nc 0 CL "' en " CL IIIHl111'1 /2·3/ 2004 "l.tnonllll.U 5/·2003 ~ .... /4~ :4'op00,~ <( w C.11 >-z <i:: 0:, CL " w N 2 0 0 C) :c <C u 0 z O:'. <C I-O:'. f-~ z 0 z O:'. "--w _J 0 _J 2 :::, "--<C 0 _J >-u CL (D <C 0 u CD 0 _J z <C w 0 I (D > ~ u (/J w <C _J 0 > w w 0::: <C (D cl -0 0 en (.? ~ 0 0 N z ~ <( en 0 <i:: 0 w _J z O:'. <i:: _J -> LANDSCAPE PLANS: DATE SHEET TITLE SHEET 5/1/03 L-1 ~ CITY OF CARLSBAD I SHEETS I t----t---+----------------+----1----t---+-----I L____2__J PLANNING DEPARTMENT 1 6 t----t---+----------------+----1----t---+-----I LANDSCAPE Pl.ANS FOR: VILLAGE BY THE SEA DATE ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVIISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: I DRAWING NO. 403-4L ~------~ PROJECT NO. CT 01-10 J, I-w (/) 0 w > 0 0::: Q_ Q_ <( ~ >-o I I--u "'1 ' ~ 10' X 10' TOOLED JOINT {OR EXP. JT.) --....__ , , 1 '-0" WIDE SHINER :l'-0" WIDE FIELD LAYOUT SAME AS OPPOSITE INTERSECTION EXP. JT. (TYP) ) , 6-0 (DETAILS PER CIVIL 10'-0"10'-0" 5'-0" 13 F i I ' 13 D -13 F c__..-- . ,--,"," . -.,--, / I ; \ EXP. JT. (TYP) 7 E I t \ I ' I I L· I I R.0.W. PROPERTY LINE K 8 12 D ') ' \-\. '-,...,_ ...,.--.--------=-~ ' ' 3'-9" t. 27"-2" it. (TYP) +---2-,...3•-_-5•--E.,_<l-i,.EQ. 3'-9" (TYP) 40 D EXP. JT. (TYP) F CONSTRUCTION NOTES 1. ALL DIMENISIONS ARE TAKEN FROM CURB FACE, BUILDING FACE, OR EDGE OF PAVING, UNLESS OTHERWISE NOTED ON PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE. ALL RADII AND CURVES ARE TO HAVE CONTIUOUS AND SMOOTH TRASITIONS WITHOUT ABRUPT CHANGES OR BENDS. 2. 3. 4. 5. ALL FORMS AND ALIGNMENT OF PAVING SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING (PROVIDE MINIMUM 24 HOURS NOTICE). FOR SITE GRADING SEE CIVIL ENGINEER'S PLAN. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. CONTRACTOR SHALL NOTE AND INSTALL SLEEVES AS LOCATED ON IRRIGATION PLAN AND CONSTRUCTION PLANS. ' ·" : l i 1.., J a.: : 1' : ' BUILDING 10 A. H ,:,BUILDING g / / / CONTROL JT. (TYP) / CONTROL JT. (TYP) 2 / / / P.A,; / , / BUILDING g/1'· ~-1 / / / / 9 D .A. A 1 CARLSBAD BOULEVARD ... PROPEfIT(...~E-- ---R.O.W. 9. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN A MANNER SIMILAR TO THE DETAILS IN TERMS OF RESPECTIVE MATERIALS. 10. THE DRAWINGS AND DETAILS REPRESENT THE FINISHED STRUCTURE. ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS AND SAFETY CONDITIONS AT THE WORKSITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. 11. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FORM THE OWNER, LANDSCAPE ARCHITECT AND THE APPLICABLE COVERING CODE AUTHORITY. : 12. HARDSCAPE ELEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN CONFORMANCE WITH CONSTRUCTION DETAILS AND SPECIFICATIONS SHOWN ON CIVIL ENGINEER'S PLANS. - 30 C 13 F - \yp. / P.A. / ~) / / /// ,,,, ,;"////// ,,, P.A / 1, ~ BUILDING 6:,.,·.1-~-ii 1 A \ '_, -d t.J d w 7 E : / 1· / - ~,,. I ~ P~OPERTY LINE I : R.9.~./ . <fl' ', II/ I /' CONTROL JT. (TYP) ,_ .. -,....::..:.:..... ~-.. ...,,..,....,.. .... -.. "L ....,;;=·····:..:.:..::...:.··-;..:;.:.;..:;.. I I I 1 1 I • / t' . I I I 13. ENHANCED CONCRETE SHALL SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, AND UTILIZE THE FOLLOWING MATERIALS: INTERGRAL COLOR: SCOFIELD CHROMIX ADMIXTURE #C-15, 'COACHELLA SAND', (SEE CIVIL PLANS FOR CONCRETE MIX SPECIFICATION). DUST-ON COLOR: FLASH WET CONC. W/ 1-2 LBS. PER 100 S.F. SCOFIELD LITHOCHROME COLOR HARDENER #A-1 'DEEP CHARCOAL' RELEASE AGENT: SCOFIELD LI TH OTEX LIQUID RELEASE { 400 S.F./GAL FOR TOOLS, 200 S.F./GAL FOR CONCRETE) SEALER: APPLY 'CURESEAL' IC 1 GAL/300 S.F. W/IN 24 HOURS OF POUR. DO NOT ALLOW CURESEAL TO POOL IN JOINTS. STRIKE POOLED AREAS W/HORSEHAIR BROOM PRIOR TO DRY1NG. REFEREE SAMPLE: PROVIDE 4'X4' JOBSITE MOCK-UP OF COLORED/STAMPED/FLASHED' WORK FOR LANDSCAPE ARCHTIECT AND CLIENT APPROVAL PRIOR TO COLORED CONCRETE INSTALLATION. 14. FOOTING DIMENSIONS SHOWN ON THESE PLANS ARE FOR BID PURPOSES ONLY. FINAL FOOTING SIZING SHALL BE PER STURCTIJRAL ENGINEER. CONSTRUCTION NOTE REFERENCE sym 0 @ @ 0 ® ® 0 ® ® @) @ @ @ @ @ @ @ @) @ @ @ @ @ @ @ @ @ @ @ @ ® ® ® @ ® @ ® ® @) @ @ @) @ description ENHANCED SIDEWALK PAVING CONCRETE SIDEWALK sht #/detail # L-4, 1; & CIVIL PLANS SEE CIVIL PLANS TREE PLANTER W/GRATE end TREE GUARD L-4, 2, end 3 VINE POCKET W/ METAL TRELLIS PLANTER POT #1 (6) PROJECT SIGNAGE CROSSWALK ENHANCED PAVING ASPHALT PAVING BUILDING 10 DRIVEWAY PAVING BUILDING 10 PLANTER POCKET TRELLIS OVERHEAD STRUCTURE #1 ENHANCED PAVING BAND ENHANCED PAVING INTERSECTION ARTIFICIAL PUTTING GREEN 4" WIDE CONCRETE CURB TUBULAR STEEL FENCE TUBULAR STEEL GATE SPA TRELLIS OVERHEAD STRUCTURE #2 ENHANCED PATIO PAVING DRIVEWAY ENTRY ENHANCED PAVING GARAGE PLANTER POCKET PLANTING AREA SIDEWALK SPINE ENHANCED PAVING PLANTER POT #2 CONCRETE TRELLIS PAD 6' BENCH FITNESS STATION B LAWN BOWLNG COURT CONCRETE PAD SHUFFLEBOARD COURT 4X4 SHUFFLEBARD COURT BORDER 4' BENCH CHECKER TABLE AND SEATS FITNESS STATION A COMPOSITE HEADER ENHANCED PAVING AT BENCH CONCRETE DRAINAGE SWALE PERIMETER WALL OR FENCE WALL EXCERCISE STATION SURFACE UTILITY CABINET CONCRETE CURB AND METERS L-5, 2 L-7,3; L-15, B L-6, 1 SEE CIVIL PLANS SEE CIVIL PLANS SEE CIVIL PLANS NA L-5, 3 SEE CIVIL PLANS SEE CIVIL PLANS L-5, 1 L-8, 3 L-5, 4 L-5, 4 BY OTHERS L-7, 2 L-7, 1 & CIVIL PLANS SEE CIVIL PLANS SEE CIVIL PLANS L-7, 3; L-15, 8 SEE CIVIL PLANS L-8, 2 & 4 L-8, 5 L-6, 3 SEE CIVIL PLANS L-6, 2 L-8, 3 L-8, 1 & 4 L-8, 6 & 4 L-8, 5 L-15, B SEE CIVIL PLANS SEE CIVIL PLANS SEE ARCHITECTS PLANS SEE CIVIL PLANS L-B, 5 SEE ARCHITECTS PLANS SEE CIVIL PLANS "~ ~ " " ~~ • 0 j' z E "' 0 "' ·-o:~-0~ P-~z~ 0 0 ~t;ai0 "'~ ~Wile:! "' . Cflt:::Cil;ii E <O:U ., 0 00°,;l u~ uo:°' -~ ..,a.,.. ". '-oZ ., " "'~"' ID .S r.io. " :'l 0 ~.. z ~U>,<O ~.§ A~~~ zz....i;"; u 0. <<OZ o' ..,J...JO..Cil a,. rl .. "'I' '""' I -I e>-"'"' a: ol~ c,c z"' ~t. "">< ,. < "" ., .. 0 ' O'.) Clrn ., 0 0: 0 N g;:::, """' 0 .. " z f.l 0 0 z e-< 0 z '" rl -,: [/) "'"' -; ...., >-rl 0, 0 0.. [/) ~ "' 0 CL " "' 1'-CL - <( w (/) >-z <( co o_ t--w N :::; 0 0 a, :r: <( u Cl z a:: I-a:: I-~ <( z 0 z a:: I,_ w ....J 0 :J :::; ::, I,_ <( 0 ....J >-(_) o_ (Il c3 0 CD Cl _J z <( w 0 - < I ID G'.j ~ 0 ~ c5 0 ~ w a:: (Il <( (_) -0 0 VJ c., <( 0 0 I-N z ~ 0 <( VJ <( 0 w _J z a:: <( _J -> LANDSCAPE PLANS: CONSTRUCTION PLAN AND NOTES DATE 10/1/03 SHEET L-2 6. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST UNIFORM BUILDING CODE. THESE NOTES SHAL BE USED IN CONJUNCTION WITH THE PLANS. ANY ,___3_1_0_3+-G-E--+--co_N_s_TR_u_c_T1_0N_c_HA_N_c_E_1 _c_B_L_DG_._1_0_~ _ _,_ _ ___,_8_11_□_,__L_B__, ~ CITlLA£[c £~f~BAD ~ ~ 7. 8. DISCREPANCIES SHALL BE BROUGHT TO THE ATtENTION OF THE LANDSCAPE ARCHITECT. CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS, AND SITE CONDITIONS BEFORE STARTING WORK. LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES. NORTH 20' o' 20' 40' 80' -------GRAPHIC SCALE: 1 "-20' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR LANDSCAPE PLANS FOR: VILLAGE BY THE SEA DATE l/-10-03 ASSISTANT PLANNING DIRECTOR DATE DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ---PROJECT NO. I DRAWING NO. ~:g ~~:--CT 01-10 403-4L ==~.'..c...c===.J ~-------~ -:::: t/1 z 0 - t/1 -> w Cl'.'.'. v ~ w (.'.) z <( I u z 0 -I-u ::) O!'.'. I- t/1 z 0 u " ~ I-w t/1 0 w > 0 Cl'.'.'. Q_ Q_ ~ <( >-a I--w u ' * ~ 'r. 'r. 10' X 10' TOOLED JOINT (OR EXP. JT.) -, ' ' (DETAILS PER CIVI~) WASHINGTON STREET 761-0· 67'-6" PROPERTY LINE S'_ L---+~ F\i' I~--- ---- ---'7~~~~1c~ -1-•T•>r--~---cc,--~-~-----~-----·:·-1 -I ~1-........ ~~i s'I +----------1---...-:i::----P.A. P.A. 3 -0 3'~o• PAVING SCHDULE sym description location 0 BRICK PAVER (SPLIT) SIDEWALK .. ~ NOT USED @] CONCRETE PA \/ING SIDEWALK @] DRIVEWAY COLORED CONCRETE BANDING [I] DRIVEWAY COLORED CONCRETE CROSSWALK [] STAMPED. COLORED CONC. DRIVEWAY FIELD @] NOT USED 21 0 --..__, 21 F ") ! ""' '> 8 K t---¼--+o- EXP ANS!ON JT. ~----+-++-o- ( TYPICAL SYM.) 0 I a ,.., • j--.. ~--1'-0" WIDE SHINER .-I---3' -o• WIDE FIELD P.A. CONTROL JCINT ; (TYPICAL SYM.) : < f-+---+-+-----j----i"'c-l 1'.A ,,_ ;,, ~' 8 K t--'-lll-~ pattern 0 3 HERRINGBONE, (per lo)'QUI on sheet 4) None None None . --~ --. RANDOM STONE PATTERN thickness 4 .. Cone.base per Civ~ pion, 4" 6" 6" 6" /-~ (- ;;P.A---~f------f/ /7 ,"1 :::1--------j----V P.A CONTROL JOINT (TYPICAL SYM.) color finish Endicott Medium NA lronspot /146 -- Natural Grey Medium Broom W / ,:,n ,...Liner Scofield C-15 Light Broom 'Coachella Sand' Sealer: Scofiled Cureseol Scofield C-15 Some as @Jw/ 'Coachella Sand' sowcut @ 2 o.c, Scofield C-15 'Coachella Sand' Seater: Scofield Flashed, Scofield Cureseol Semiglas, A-21 'Deen Chor • Scofield C-15 Smooth joint Tooled Tooled Tooled NA Tooled BUILDING EXPANSION JT. (TYPICAL SYM.) P.A. BUILDING t P.A. • i---4+--i11 '//// POT SCHEDULE description manufacturer PLANTER POT #1 STONEWEAR PLANTER POT /12 STONEWEAR 20· O' ---- item CC3024 CC2418 20' P.A. / EXPANSION JT. (TYPICAL SYM.) "' I co !P.A. 16'-on 1' --I' ! color /fin. SB 85 SB 85 40' 80' -_-_ -~~--~J __ --I· -, ,/ CONTROL JOINT (TYPICAL SYM.) P.A. te1r-PROPERTY LIN ).._ ~ P.A. ~ I ~ ~I ~ ~ (-.5 I ,, , I P.A. - I I P.A. accesssBry W/INVISIBLE TRAY W/INVISIBLE TRAY '• \ CONSTRUCTION NOTE REFERENCE sym 0 0) G) 0 0 ® 0 ® @ @ @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ @ @ @ @ @ ® ® @ <8 ® @ ® ® @) @ @ @ @) description ENHANCED SIDEWALK PAVING CONCRETE SIDEWALK sht #/detail # L-4, 1; &: CIVIL PLANS SEE CIVIL PLANS TREE PLANTER W/GRATE and TREE GUARD L-4, 2, ond 3 VINE POCKET W/ METAL TRELLIS PLANTER POT /11 (6) PROJECT SIGNAGE CROSSWALK ENHANCED PAVING ASPHALT PAVING BUILDING 10 DRIVEWAY PAVING BUILOlNG 10 PLANTER POCKET TRELLIS OVERHEAD STRUCTURE #1 ENHANCED PAVING BAND ENHANCED PAVING INTERSECTION ARTIFICIAL PUTTING GREEN 4" WIDE CONCRETE CURB TUBULAR STEEL FENCE TUBULAR STEEL GA TE SPA TRELLIS OVERHEAD STRUCTURE /12 ENHANCED PATIO PAVING DRIVEWAY ENTRY ENHANCED PAVING GARAGE PLANTER POCKET PLANTING AREA SIDEWALK SPINE ENHANCED PAVING PLANTER POT /12 CONCRETE TRELLIS PAD 6' BENCH FITNESS STATION B LAWN BOWLNG COURT CONCRETE PAD SHUFFLEBOARD COURT 4X4 SHUFFLEBARD COURT BORDER 4' BENCH CHECKER TABLE AND SEATS FITNESS STATION A COMPOSITE HEADER ENHANCED PAVING AT BENCH CONCRETE DRAINAGE SWALE PERIMETER WALL OR FENCE WALL EXCERCISE STATION SURFACE UTILITY CABINET CONCRETE CURB ANO METERS L-5, 2 L-7,3; L-15, 8 L-6, 1 SEE CIVIL PLANS SEE CIVIL PLANS SEE CIVIL PLANS NA L-5, 3 SEE CIVIL PLANS SEE CIVIL PLANS L-5, 1 L-8, 3 L-5, 4 L-5, 4 BY OTHERS L-7, 2 L-7, 1 &: CIVIL PLANS SEE CIVIL PLANS SEE CIVIL PLANS L-7, 3; L-15, 8 SEE CIVIL PLANS L-8, 2 & 4 L-8, 5 L-6, 3 SEE CIVIL PLANS L-6, 2 L-8, 3 L-8, 1 & 4 L-8,6&:4 L-8, 5 L-15, 8 SEE CIVIL PLANS SEE CIVIL PLANS SEE ARCHITECTS PLANS SEE CIVIL PLANS L-8, 5 SEE ARCHITECTS PLANS SEE CIVIL PLANS CONSTRUCTION DETAIL NOTES: 1 ) 2) HARDSCAPE ELEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN CONFORMANCE WITH CONSTRUCTION DETAILS SHOWN ON CIVIL ENGINEER'S PLANS. FOOTING DIMENSIONS SHOWN ON THES PLANS ARE FOR BID PURPOSES ONLY. FINAL FOOTING SIZING SHALL BE PER STRUCTURAL ENGINEER. 0 ¥ 0 • "~ " Zn _ .. • :,.j • Z I :,; e :l" 0 ~ :;J "c-Oo C,,;:, f-, "" Oc ,-1 f-< .... (.) "'@ <CU('(} .... "' . bl'illflE--< E ~t:~Si ... oll O ::l l) ¥ uo,'" • <Cµ..H ~~ -.._ "' "Cl" !XI .s lili::i,.Z:;:;: m..:;-<z :'J C !:Ju~o ~] AfBulX. ::;z :Jl>' u a. <OZ ,:;• ...J...l 0..Cd 0 .. ~ .. ",.. ' ,..., :1 HI ;:, ~ "' " "' r,;_ ;:, 0 :,; " ",.. ,,. ~ "" >< .. <"' 0, ". a,) '-'w " 0 ~~ ~ 25:,: 0 ... ,.. 0 z µ'l 0 z E-< 01 z <>: [/) O)rl "' " 3 .., >< rl<> P., [/) -0- 0 ~ ., <n ,.. ~ <( w (/) >-z <( co 0... I'-. w <'I 2 0 0 er, I <( u a z 0:: <( I--0:: f-<( 0 z > z LL w 0:: ...J w ...J 0 2 ::, LL <( 0 ...J >-u 0... w <( 0 u CD 0 _J z <( w 0 :r: [I) > 1:::c u V) w cS ...J 0 ~ w 0:: rn t'i -0 C/1 0 (!) ~ 0 0 <'I z ~ 0 <( C/1 <( 0 w .....J z 0:: <( .....J -> LANDSCAPE PLANS: CONSTRUCTION PLAN AND SCHEDULE DATE 5/1/03 SHEET L-3 0 COLORED CONCRETE CROSSWALK None 6" SHINER 'Coachella Sand' Trowel NORTH GRAPHIC SCALE: 1 "=20' [u NOT USED w COLORED CONCRETE BENCH PAD None 4• Scofield C-15 'Coachella Sand' w ASPHALT PAVING DRIVEWAY Cu COLORED CONCRETE SPA None 4• Scofield C-15 'Coachella Sand' Medium Broom .,_.. . Medium Broom w/ 6" Shiner, Sawcut ---L• ___ &lo ?' ~ i"' --- Tooled Per Civil n, Tooled APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREAS. 1-----+----+---------_j______j____J____JL___J ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT I SH_E':fSl ~ LANDSCAPE PLANS FOR: "AS BUILT" VILLAGE BY THE SEA I-----+----+------=--·-··_------l--1-----l------1-----l r-"-~=()-'--V~.L__-~~ ....... , ----s-13-ro I r;::R:;::EV;:l:;::E;;;W;:-ED~B:;;:Y;-:-------------11----1--......J.-----------------L--L-...l __ _J_ __ J l ASSISTANT PLANNING DIRECTOR DATE . DWN BY: PROJECT NO. DRAWING NO. ~~g ~t CT 01-10 403-4l RCE___ EXP. ___ _ DATE INSPECTOR / DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA.TE INITIAL OTHER APPROVAL CITY APPROVAL I-w (/} 0 w > 0 a::: 0... 0... <( * >--() I--\al u ' ~ EXSTING EIDEWA IN THIS LOG TO>J TO PEMAIN UNDIS URBED IN Pl.A PER CIVIL PLANS ·C-----i /~ .... _/ -,_; / UMITOFWCFt<. SIDEWALK PAVING LAYOUT j '-3: 0,: w Zz '-' QC ...J 0 <( 0 TREE GRATE (TYPICAL SYM) 6" WIDE SHINER (TYPCAL WIDTH}) 3 x 3' AFCHrTECTURAL POF-<JUT VINE PO:::KET SHOP ENTRIES and TREE GRATE SHOP A 7'---0' s---0· BUILDING 10 3• o· 13'-2" 1 · 811 ' . TOOLED JONT SHCP B TOOi.ED .x:JINT DIME KJNING (REPEAT SHOP 'B" AND 'C" DIMINSIONI 5'--(J' 5'---0" 4'----8" 41-81 4'-81 41-81 NATURAL CQOR GRAY CONC. MEDIUM BFO:Xv1 FINISH PERPENDICU.AR TO Clffi AND BULDING, W/ 6' SHINER AS SHOWN. ; -I rt.~--~-~;' 8 . ' ' ' ' I I DOOR EQ. EQ. (7 14'-o" FACE OF Cl.ffi THS LAYOJT IS TYPICAL Frn ENHANCED ENTRY PA\111\G AND TREE GRATE LOCATIONS. AET AIL SHOPS AT BOTH ENOS OF BULDING 10 HAVE SLIG'·ffL Y DIFFEPENT LCCA TIONS OR DIM'S. 1/4" = 1'---0" 4'-6' 1 ENHANCED SIDEWALK PAVING 4 URBAN AOCESORES TREE GRATE S::ALE VARES TITLE -24 4' GRATE PEA GRAVEL 'Z DEEP UNDER ALL TREE WELLS CB 4 TREE <I <I 6" ~ / TREE GRATE SUPPORT FRAME fx1"x1/4' L1 4 </ EXPANSKJN JOM PIER MANUFACTURERS SPECS. 0 114 A TT ACI-ED REBAR ANCHCR LEG FINISH PAVING 4 <I 4 <I <I L1 Tl-iCKEN SLAB AROUND TREE WEUL COMPACTED SUB GRADE SEE SPECS GRATE 4 NOTES: t. CAST IN 2 l>C. 2. GRATES ARE 3/4• 'IHIO< 3, STANl).IIRO OPENING 11"'• +. SPl:~AKOt.lT RtNG$ AT 14",11!" Ill 22•p URBAN ACCl890Rll8 20004 144TH AVE NE WOOOIN\111.J..l WA. 9a072 1'Ek: c2oei 41!17-□4138 FAX:(208, M8-30J) TITLE 24 4' GRATE PBO,IFCT- JOB# SHEET# OA'IE:.2./~/9!5 0R:(t1'0S!:. CK SY: SCAl.f::NONE: MAltRIM. DR# NTS 4'-6" 7'---0' 21'-10" BUILDING 10 SHOP D 5'-6" S-6" 14'-0" 54'-4" DOR t. SHCP E EXPANSKJN ..ONT (TYP. SYM) LOCATE AS SHOWN AT BUILDING EDGE, BE1WEEN BRO< AND CONCFETE, AND AFOUND TREE GRATES SEE CML PLAN FOR DETAILS D BUIL.IJII\G 10 EOOE ENDkXlTT MEDIUM IACNSPOT BACK HERRINGBONE PATTERN, NO HEADl::R 2'---0' WIDE, ADJACENT TO CURB TYPICAL ALONG CARLSBAD BLVD. AND CHRISTIANSEN WAY. !; ;; ; :: ! ! ! I..IGI-IT ST ANDAFO ARE HYDIRANT VINE PO:::KET CURB TREE GRATE 2'--fY' +----MASONRY WALL PER ENGINEER NEW SIDEWALK SHCF G ' ~--6' WIDE SMOOTH SHINER . • 0 I st" CI) PA 9'--fY' 4'-6" 4'-6" / SOUTH TERMINUS ~ ·i]n r IlJ .. 1/4" X 1" STEEL BAR STOCK (3 PCS.) 1/4" X 1/2" STEEL BAR STOCK (12 PCS.) • ~ • . , -~ ~ ~ . TREE • ... GUARD NOTES: 1) IRONSMITH M3 TIREE GUARD W/ CUSTOM DIMENSIONS 2) FINISH TO BE CUSTOM COLOR ENAMEL TO MATCH ARCHITECT BUILDING llRIM COLOR 3) ATTACH TO TREE GRATE PER MANUFACTURER'S DIRECTIONS 4) CONTRACTOR TO PROVIDE OWNER AND LANDSCAPE ARCHITECT COST ESTIMATE PRIOR TO FABRICATION. NTS i ,; I I 31 03 GE CONC. PAVING W/ MEDIUM BRCav1 FINISH (PERPENDICULAR TO WALK) EXISllNG EIDEWALK 1/4" = 1--fY' CONSTRUCTION CHANGE @ BLDG. 10 6" WIDE SHINER (TYP. SYM) TOOi.ED JOINT ((TYP. SYM) (SEE ENGINEERS PLANS FOR DETAIL) SHOP H ENDKXlTT MEDIUM IIU'JSPOT BRICK HERRNGBONE PATTERN, W/ HEADER AS SHOWN. 1/8" = 1'--fY' 11 0 LB ~ • • .; • 8 '" ·-0~ 0 g "'" "' " 8 ". u~ • ~~ o:i .5 :'.l. ~~ u "' .. 0 0~ -~ I '"~ '" "' _, ::i- 00 " "' µ::".-, -□ ~"' :z~ t::- "' >< '" .. "' .. ~ -" . co "' D :;!:il -~ D "-~ 0 D 0 I z " ~ "' " ~"' -; D fr' ~ o._ 0 ., ,n ~ o._ - "i,\\lSC,4;,!' G ~l-'-t,1,; ~ §i "'41, 0 f 1/4,/4 6 &-'\ I• ~-~•-· ,..,_ 12 · / .')[)()4 bnw•lllllt• I0 · /·2fJ03 'eo~\~e ----=- <( w (/) >-z <l.'. CX) 0... " w N 2 a 0 0, I <( C.) 0 z 0:: <( .,_ 0:: f-~ z 0 z 0:: LL. w _J 0 _J 2 :::, LL. <( 0 _J >-u 0... m <( 0 u CD ci _J z • < <( w 0 I m > ~ u (f) w t5 _J 0 ?t 0:: m w <( u -0 0 Cf) c., ~ 0 0 N z ~ 0 <( Cf) <l.'. 0 w _J z QC <l.'. _J -> LANDSCAPE PLANS: CONSTRUCTION DETAILS DATE 10/1/03 SHEET L-4 l----e---+----------------+---+--+-----f------1 ~ CITY OF CARLSBAD_ 11 SHEETS I !~ PLANNING DEPARTMENT 1 6 LANDSCAPE PLANS FOR: "AS BUILT" VILLAGE BY THE SEA (.f) z 0 -(.f) -> w Q::'. / --z:: w C) z <( :r: u z 0 -I-u ::) Q::'. f- (.f) z 0 u " 3: I-w (/1 0 w > 0 Q::'. 0.. 0.. <( >-I--u APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ _ EXP. ___ _ DATE 1----4---1--------------+---+--+---+----I I A~E?-1~-·L--------/1-10-03 [ l;,.sslSTANT PLANNING DIRECTOR DATE REVIEWED BY: DATE INJTIAL INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: --PROJE-~--NO. . DRAWING NO. CHKD BY:__ CT 01-10 403-4L RVWD BY: ' " 1 ~ 23" q_ 23" NOTE: APPLY ONE COAT PRIMER AND TWO COATS EXTERIOR SEMI-GLOSS TO MATCH ARCHITECTURAL TRIM. PLAN VIEW EQ. q_ i EQ. LEGEND: G) COLUMN WITH STUCCO FINISH @ 1" X 1" X 2" TUBULAR STEEL SPACER @ 1 "X1" TUBULAR STEEL FRAME NOTES: A. ALL WELDS SHALL BE CONTINUOUS FULL BEAD AND GROUND SMOOTH PRIOR TO PAINTING. ~ • " ,i • 8 .,-0~ 0 0 "' " " Iii • 6 ..,. u~ • . ,., ':j I:, -1 -~..-----".-~=crf ------1• CHAMFER -45d CONT. ti ~ \ SEE CONNECTION DETAIL 0 1 /2" X 1 /2" TUBULAR STEEL CROSS PIECES (6) ® BUILDING FOOTING B. ALL STEEL SHALL RECIEVE (2) COATS ZINC RICH PRIMER PLUS (2) SEMI-GLOSS ENAMEL PAINT TO MATCH BUILDING TRIM COLOR. C. PATCH HOLES IN STUCCO TO PRODUCE "' .s "' Q .., " "' . -<-u 0. '=si- I ;;- ;;- I io = -.I'--- ,t- • <D ' CX) ' . ' I I ' I I ' --+----2x10 @ 12" O.C. (GRAB POST) 1¥1------DOUBLE LAMINA TED 1 x8-CARRIAGE BOLT TO POST 4x8 BLOCKING (AT POST ONLY) . ~-------6x6 REDWOOD POST N.,.__ __ • , 2x4 PLANT-ON (MITRE CORNERS) ~:1'=._-~rr-------:~t::::::::::=~ (2) 4" CONC. CAPS ' ' 2··~2,j?-". I I i-5/tt-----.;+~/i-------16x8x16 COUBLE "C" PILASTER BLOCK I / GROUT SOLID W/ POST IN PLACE. ·•A------#3 HORIZ. REBAR (24" O.C. CONT.) /'. 1----.M / •• 6) WALKWAY FININSH GRADE FOOTING PER STRUCTURAL ENGINEER ARBOR NTS ,,· :_::.·,~-:-···-'.,-··- SECTION -ro -co I -N = 0 ro I I -N co EQ. EQ. -(Q ELEVATION I -N G) ESPALIER LATTICE NTS ® PLANTER AREA FINISH SURF ACE A WATERPROOF SEAL WHERE LAG SHIELD ENTERS COLUMN. (j) PEDESTRAIN PAVING SURFACE CONNECTION ® BLOCKING PER ARCHITECTURAL PLANS @ LAG SCREWS ( 4) @ LAG SHIELD (4) LEGEND: G) TOP DRESSING FILL MATERIAL @ ARTIFICIAL PUTTING TURF (560 SQ. FT. FIN. SURFACE) f'y 6" THICK, 95% COMPACTED CLASS 2 SUBBASE - I._::!.) PER TURF MANUFACTURER'S SPEC'S. 8) ® 4" WIDE CONCRETE CURB. PAINT YELLOW EB WHERE NEXT TO SIDEWALK, NA TUR AL GREY 3 8 FINISH ELSEWHERE. SEE DETAIL PUTTING HOLES W/ FLAG ® EXPANSION JOINT 5 ,---...___ NOTE: INSTALL OnePutt Greens TURF OR EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS, INCLUDING SUB-BASE THICKNESS, PADDING, AND TOP DRESSING FILL MATERIAL RECOMMENDED. AVAILABLE FROM OnePutt Greens, (888) 505-7888. CB PUTTING TURF SECTION NO SCALE SIDEWALK P.A. .. 0 . NTS (D I ·• 0 O,t -., "' .... .. "' -1 :,-"'"' "' r4~ ::,o z<O "' .... ;,-.,,~ ~ .. a, ':l • a) 0 "'0 N .., " 0 ...... 0 0 or z " -"'"" 7 -"' 0 ~ DC D 0.. "' <n .... 0.. - <{ w (/) >-z <( co (L r--.. w N 2 0 0 ()) I <( u 0 z (IC'. <( I-a:: I-<( - 0 z >Z LL w (>'. _J w _J 0 2 ::, LL <( 0 :J >-u (L m < 0 u CD 0 __J z <( w 0 • -:r: m > ~u (/J w _J 0 > c5 a:: w <( < m u lf) oo c., ~ oo N z <{ lf) ~a <( 0 w _J z (IC'. <( _J -> LANDSCAPE PLANS: ' 40" CLR. MIN. ' TUBULAR STEEL FENCE PANEL r----~r----.~ 1-1/2" X 1-1/2" T.S. TOP RAIL s'-o CONSTRUCTION DETAILS p OST CAP r 4" O.C. ' I r 0 I .. ' ;= io N ,t- ·[' ·1• ":l·'-111··· '. . -I 1--1-. 1--11-• --. • _•. · ~-4, • . ~~ . . '~W:--w . p1; 11w; (l' !Ji_ · l.Ll;, .1,, -11=,, = = 1='11=11 1-• 1----==-i I 1::::_ '. .. ··---; ·. TYPr V V V v 5/8" VER TICAL PICKETS AT 4" O.C. V HEAV Y DUTY HINGES, 3 REQUIRED CLOSING TYPE. SELF EXTER IOR GRADE HARDWARE FINISH TO MATCH ARCHITECTURE TO B E LEVER TYPE, DOUBLE KEYED, SELF LATCHING. AND -2· S Q T.S. POST @ GA TE AND GE OF DIRECTION CHAN , 0 I io a:: _j u ~FINISHED CONCRE CONCR SURFACE OF PAVING. TE FOOTING PER STRUCTURAL ENGINEER ETE WALK NOTE: ALL STEEL TO RECIEVE (2) COATS ZINCE RICH PRIMER, PLUS (2) SEMI-GLOSS ENAMEL BLACK PAINT. (!) TUBULAR STEEL FENCE AND GATE NTS 11..-----1-1 /2" SQ. T.S. POST @ 6'-0" O.C. ~-5/8" T.S. VERT. PICKET @ 4" O.C. CENTER BETWEEN RAILS. 1-1/2" X 1-1/2" T.S. BOTTOM RAIL. FINISHED GRADE PLANTING AREA ,✓// EB ARTIFICIAL TURF PUTTING GREEN -s:;t, PATIO --~-r----------~ /·~-------DATE 5/1/03 SHEET NTS L-5 ~rrll CITY OF CARISBAD J[sHEETs] r----------t---t---------------11----+---+--+---I ~ . PLANNING DEPARTMENT _ 1 6 t----+---+---t APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RC[ ___ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE LANDSCAPE PLANS FOR: VILLAGE BY THE SEA DA TE I NITv\L ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL , OTHER APPROVAL CITY APPROVAL OWN BY: ~, PROJECT NO. I DRAWING NO. ~~g ~~~ :::::::::=J _ CT O 1 -1 0 _ 403-4L f-w (/) 0 w > 0 O::'. 0.. 0.. <( ~ >-f-0 -u l» ' ~ LEGEND: CD (j) SHUFFLE BOARD PLAYING SURFACE. 4" THICK COLORED CONCRETE PAVING SCHEDULE W/INDUSTRY STANDARD FINISH 4" WIDE CONCRETE CURB, W83 FLUSH W/ SIDEWALK, 1· ABOVE COURT SURFACE Q:j PER @ PAINTED SHUFFLE BOARD COURT LINES, USE INDUSTRY STANDARD COLOR 0 SIDEWALK -REFER TO SHEET L-3 ® ® C!) 4" THICK COLORED CONCRETE W/ PAVING SCHEDULE FINISH AS SHOWN 4' BENCHES (2) SEE DETAIL ffi CENTER BENCHES ON CONCRETE SLAB ALL WEATHER STORAGE BOX (KEYED), MOUNT PER MANUFACTURER'S INSTRUCTIONS. ® (2) 4" WIDE GAP IN CONCRETE CURB TO ALLOW DRAINAGE ® NATURAL GREY BROOM FINISHCONCRETE SERVICE PAD, SEE ENGINEER'S PLAN 13'-o" 6'-0" SIDEWALK NOTE: FINISH SURF ACE TO SLOPE FROM MID Pot NT OF COURT TOWARD ENDS, AT 1% GRADE, W/ NO SIDE-OR CROSS-SLOPE. 5' 6" 1s" 35" 35" 35" 35" 5' o" -. I, . . I, -'. I, 0 I -(D . - COURT DETAIL 6'-o" . - . . r------__ ~ -------~ L--_........... L.,....------ SIDEWALK I• -, l L,, ' I NTS 0~,f-----\~~E~~~~~~~:i_;---~~1L-==~~J_~-.LL-==-==~1t-:1==~ SIDEWALK PLANTING PLANTING PLANTING AREA AREA AREA ~-. --------~-......_ 1 % ··•· C _1_%__,_ 4· P.A. ' I 1-1/2" -- RETAINING WALL--- PER CIVIL PLANS Ci@] \_---f~-='"'c:....L---=~-----1:::::-, : -----cr--~---,--..LL,-P-L~A~N~Tl~N-G----,--~--i1: I '\ ~TILITY CABINET cl / /~U~WICG It Ci) SHUFFLE BOARD COURT NTS ., SIDEVl LK <1 i .d. <J 1 <I <1 4 4 4 43'-· o'' PLANTING AREA ., <I 4 RETAINING WALL PER CIVIL PLANS LEGEND: CD OnePutt Greens TURF PLAYING SURFACE INSTALL PER MANUFACTURER'S SPECIFICATIONS. AVAILABLE FROM OnePutt Greens, ((888) 505-7888. CONCRETE CURB PER DETAIL ffi i ., 4 5'-0" <1 4 N ., <1 a CONCRETE PAD 3'-5' 4 P.A. <1 ~ . I . . I <1 / Sl[jE'WALK ! - □ PLANTING AREA 2" x 4" PIDF WOOD HEADER ON END COUNTER SINK GALVANIZED LAG SCREW INTO WALL @ 36" O.C. 1" X 4" X 2' -0" SPLICE BLOCK 0 I N 0 I N • • 2" 2" • • • •• • 4'-7" 1'-0" ~~~~c:;:-""' ~~~;t1~ii:!(ii~i:~;f} :~~'.:::::::::, .. ,.. I · • -· • -. · /4_'.,, ~?\.--,r •• ,. > ~-' '-",c ... ,-,C'>', ... ~;:i; ~•7 ~-•~""'•~• ~ ~ ""'-"), '<-~~a•-,•, ~ 4-,.c.• "-''"-"'-'=-'.-: ~.)f~/;t:~~ . · '-~~~ir~:~>-~,i~::t:/:•7~~ ", · > . ·-.-. > .. -: ·. _· ... 3"· . .••. li ........ · i·t==BY Ti1' SEA.• f ""*'. · 45d •.<7 • 4 • • • • 4 • •• • ,; ? •• • •• 4 • • • • • • 4 • .. • • " • . 4 • • 4 q • • • .,, • q -• 4 • q • q " • • 4 • 4 q . . • •4 l1 ·• ' • •• • q; 4 • • • ' ' • • • q • ., • • " • • • • 4 • q • • • ·. q 4 • • • 4 9'-o" LEGEND: CD (j) @ 0 ® ® C!) FINE TEXTURED, 1 SIDE LETTERED, STUCCO MONUMNET SIGN STONE: LEDGE STONE TO MATCH ARCHITECTURE. STUCCO COLOR #1: DARKER COLOR COAT TO MATCH ARCHITECTURE STUCCO COLOR #2: LIGHTER COLOR COAT TO MATCH ARCHITECTURE 8X8X16 CMU GROUT CELLS SOLID 6X8X16 CMU GROUT CELLS SOLID 3/8" TAPPED, DR1LLED, BRASS LETTERtNG W/ PATINA FINISH GLUE 1" CLEAR OF STUCCO (E600 GLUE). FONTS: NEW TIMES ROMAN -2" LETTERS; MONOTYPE CORSIVA -8" LETTERING POUR IN PLACE CONCRETE FOOTING W/ #4 BARS @ 12" O.C. 90% COMPACTED SUBGRADE 4"X12" CONCRETE APRON FELT EXPANSION JOINT #4 BARS CB MONUMENT SIGN; NO SCALE 1" CHAMFER .. . . .; 3 • N I If) ·' • 4 • • • 1· = r-o· 0 ~ "g • " z" ,i -~ z:l • ZI Z a :i" 0 OJ :;:::l «c,-Oo o..~z~ oo ,-1E--< ..... o "' ii <UO'l,,... "' . E----<r,W>e-, a ~"'-':;!-"" ... :r:o u~ ouo,:j -~ u« .. ......._ ·\~~ A• <"' i:i::l!.Gr.:. "'" f£111. <~ '.:3§ """' z :::iu;..o ~ 21 A~u~ "fl> u 0. "oz ·• ....... 0 o-, -.. ., " ,. "' I _, ~ .... [/)" "' ei-;:, 0 z"' ~~ .. ~ ::;; .. m :i • a} 0 0m ~g N ~:::g 0 .. " 0 :,; ISl 0 z e--, or z ro-"'~ "' " --; ~ [/] -"' 0 -QC 0 0.. <O <n " 0.. - <( w (/) >-z <{ co [L r---w N 2 0 0 (J) I <( u 0 z Cl:'. <( t-Cl:'. I-<( - 0 z > z w Cl:'. LI.. w -' 0 _J ::::i: ::J LI.. <( 0 -' >-u [L (Il <( 0 u cc 0 _J z <( w 0 . -I [!J > ~u (/) w _J 0 > i'.5 Cl:'. w <( <( (D u -oo (f) c., ~ a o N z <( (f) ~ 0 <{ 0 w _J z Cl:'. <{ _J -> LANDSCAPE PLANS: CONSTRUCTION DETAILS DATE 5/1/03 SHEET L 6 2" x 4" PIDF WOOD SIDEBOARD HEADER ON END, (SEE ENLARGEMENT). FINISH GRADE 1s~rr-1 f CITY OF CARLSBAD 11 SHEETS I 1----+---1---_____________ _,__ _ __. __ --_,_,_ ________ _,_,_ ______ _,_, ~ .£'LANNING DEPARTMENT · 16 SIDEBOARD HEADER NO SCALE Ci) BOCCI COURT ALL WEATHER STORAGE BOX BENCH -SEE DETAIL EB NTS APPROVED FOR PLANTING AND !RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. LANDSCAPE PLANS FOR: "AS BUILT" VILLAGE BY THE SEA ~R:::-C;;;:E;;;;;; __ Ex_P_·=======---□A_T_E_--t----1----1--------____ -------+----+----11----1--:::_-:::_-:::_~ ~~~s""1s...,:vLA~-'T~· ~PLA~NLNI-NG-□-IR_E_CT_O_R ____ ~ ~fJI REVIEWED BY: OWN BY: ---I PROJECT NO. I DRAWING NO. ~g ~:--_ CT 01-10 _ 403-4L INSPECTOR DATE -+-----------------11----1----1----l---.l DA TE INITIAL ENGINEEfi! OF WORK REVISION DESCRIPTION DATE INrTIAL DATE INITIAi. OTHER APPROVAi. CHY APPROVAL I-w (/) 0 w > 0 0::: 0... 0... <( >-I--u i;l' .. t,r<P. 1-1-..,___..._-:;:,f/-r SECTION NO SCALE 6) PATIO OVERHEAD NO SCALE 1-~~ I. ALL i,t,x,t:;> 'a,lfAu.-e,e. ~~ t. ALL W,:;t:,'\;> ~ ~ l"A.11-tT"et? . W -rwt> .toA-P.. W~ lit:-pj,,.JNT: '3. AU., ~t¥E:--ro ~ !Pr l?ll"l"W .6,AL-V. NTS • <D ===;-"\---------,~+--+ • "' I -.. P.A. 4 1---11 ' <D I P.A. in SIDEWALK PLANTING AREA PLANTING AREA 9 1 -9 .. -+~~~-,¥------+'- N G) 77- BUILO!.NG 8 COLUMN / FOOTING STAIRS 8' -5" 1'-10· 0 I "' RETAINING WALL PER ENGINEER ::I ~ • ro I N ~ 'b I "' LEGEND: 0) 0 9' DIA. COMMERCIAL IN-GROUND SHOT-CRETE SPA BY OWNER ® COLORED CONC., MED. BROOM FIN. PAVING SAW-CUT AT 24" O.C. ® ON BIAS. (DAVIS 'COACHELLA SAND' #C-15) W/ CLEAR CURING COMPOUND rz'\ (j) WOOD OVERHEAD PER DETAIL 0 TUBULAR STEE FENCE AND/OR GATE PER DETAIL EB (}) RECREATION AREA PLAN VIEW NOTE: LANDSCAPE ARCHITECT TO APPROVE POT LOCATION PRIOR TO PERMANENT ATTACHMENT TO FINISH SURFACE 6' TALL srucco BLOCK WALL, DETAIL PER ENGINEER (SCREEN F;OR SPA EQUIPMENT AREA) RETAINING WALL, DETAIL PER ENGINEER 4" THICK NATURAL GREY COLOR CONCRETE W/ MED. BROOM FIN. (AREA INSIDE SPA EQUIPMENT AREA ONLY). NTS ' 0 ~ 0 • "~ " z,. • -~ • Zo ZI z a :l"' 0 .,-~"-0~ ll.~:z~ 0" '"~o "'• ~urn "' ~ <4tne=; f-,E-<1"<1-:!l-u :>l ... Qqfil~ u~ • u:l"' • >, .. " . ' "" <:!' ~~"' °'-"""' :z ;3 C (/)< ~ :;lu::,-.o 0: " Wo'1:: .. ~ ni~> u .. ~<0;;( ·• ...:i..:in.oo 0 a,. ~ .. "' .. .... I _, "'~ "' "' "' µ:I, .... , c,o z<> "''" ~-.. ':! ::. .. m 0• ro c., {/] "' g 0,0 0 25::. "' "' z r,i "'i:, 0 z E-, ol z "~ "";?2 ,o" -; ii: {/] ~ .. D QC 0 0. " V, .. 0. - <{ w (/) >-z <( (X) 0.. r---w N 2 0 0 0) :c <( u 0 z Q'.'. <( I-Q'.'. I-<( - 0 z > z LL. w Q'.'. -w ...J 0 ...J 2 ::::, LL. <( 0 ...J >-u 0.. m <r: 0 u CD 0 _J z <( w 0 . -I m > ~u (/) w > i'.'i ...J 0 Q'.'. w <( <C m u -oo (/] C) ~ oo N z <{ (/] ~ 0 <( 0 w _J z Q'.'. <( _J -> ---'=-"'t----(2-)~><lc76,~ ~M,; i,"-IZ~ ,f' t 4 _ fJ. ..:· ·· :.: I .. ..,;;ar--· :=: ·+----.,,71,Jea7 c:uLI.IMN +-4+-.:...,('c:_--,I"-' .. • ' ' ~ .. . . . -.. I a • • f • . ELEVATION NTS NO SCALE BRICK SPLITS 4" THICK CONCRETE POT PER POT SCHEDULE WEEP HOLES (MIN. 2 PER POT) WET DRILL 3/4" HOLES IF NECESSARY ,-t;il~-POT TRAY FINISH SURF ACE PRE-DRILL ( 4) APPROX. 5" LONG HOLES THAT ARE 2-1/2" DEEP INTO CONCRETE ATTACH POT AND SAUCER TO FINISH SURFACE W/ 1 /4" X5" ZINC CONCRETE SCREWS BOND W/ SIKAFLEX ADHESIVE TO CREATE WATERTIGHT SEAL. LANDSCAPE PLANS: CONSTRUCTION DETAILS DATE 5/1/03 SHEET ffi PLANTER POT INSTALLATION NIS L-7 NTS APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREAS. [si@'l CITY OF CARISBAD I SHEETS I 1-----t---i----------------,f----t----i---t-------i ~ PLANNING DEPARTMENT 1 6 ----1----t---J --t --------- LANDSCAPE PLANS FOR: "AS BUILT" VILLAGE BY THE SEA -+----+-----------~ RCE___ EXP.___ DATE t----+--1--------------r---i----i---;--------i ~"J.ttt.'L'"__'~t,__ _______ ~✓-1:<E I t-:-:::-=::=:--:::-;------------1-----J----l---------------i---J---+--I-----I AS_S_ISTA_NT_PLANNING DIR_ECTOR__ __DATE REVIEWED BY: INSPECTOR DATE ---+----------------+---=-c=--+-c-c=c---t-=c-1-c:-::=cc--1 "OWN BY: __ _ DA1E INITIAL DA1E INITl'J. DATE INITIAL I CHKD BY: ---1 ENGINEER OF WORK REVISION DESCRIPTION OTHER IIPPRO'IAL CllY APPROVAL RVWD BY: PROJECT NO. CT 01-10 I DRAWING NO. 403-4L I-w (f) 0 w > 0 er CL CL <{ ~ >-I-0. -~ u ' ~ EXERCISE STATION "A" BODY-TUCK MOUNT THREE TUCK-PLANKS ON FRAME AS SHOWN. INSTALL SIGN AS SHOWN. EXCERCISE SURFACE SPECIFICA llON EXCERCISE SURF ACE SHALL BE "SOf DEK" OR APPROVED EQUAL INSTALL PER MANUFACTURER'S SPEC'S. INSTALL 3-1/4" THICKNESS OVER 4" CONCRETE SLAB. FINISH GRADE TO FLUSH WITH ADJACENT SIDEWALK. COLOR TO BE TAN/BLACK. AVAILABLE THROUGH NO FAULT INDUSTRIES, GLENDALE, CA. CONTACT: JEFF THOMPSON \__ ' I .. Pipe1.ine stati~n §; i ·•- M<>de1 ~0.11709 .. , ., •·· ·-,. Elody. TU?~: -·.· ,•· ' I I I l-I GAME TABLE STATION I SIDEWALK 7'-9" 1a·-o· . , , , . . !/ EXERCISE SURF ACE o ~ EXPANSION JOINT • 0 'i' 0 r<J 9 ~ I <D - "" 6 6 -' ~ I/ ~ /' -ALIGN r'\ w SIGNAGE -D UTILITY en CENTER APPARATUS ON EXERCISE SURFACE -CABINET - , r-- V/ UILDI~( / / EXERCISE ST A TION "A" 1;4• = 1'-o· (I) EXERCISE NO SCALE STATIONS TimberForm Type & Series . ,· '' " Pi pel.ine Station_ 1 O ·.• Model No. 9710 . . Body-Pull . · .. Al EXERCISE STATION "B" BODY-PULL MOUNT LONG SIDE OF FRAME PARALLEL TO SIDEWALK. INSTALL SIGNAGE AS SHOWN. EXCERCISE SURF ACE SPECIFICATION SAME AS STATION "A" CENTER APPARATUS ON EXERCISE SURFACE 1· L] ~-<1 EXfiA~ION JOINT 1, ' 11 <1 " <1 P. A. L] ' <1 I <1 i • I "/ .d I <! / EXERCISE SURF ACE 12·-o· P. A. EXERCISE STATION "B" 10'-6" c;_ L] / / <I / /. L <1 SIDEWAL JOltfr SIGNAGE P. A . CONC. PAD I UTILITY CABINET BtJILDIN'b 5 NTS C Chair-M--2901-20 ,f~ 1'8"{51~ 1•11•~ 2''11"[891lfflffl! 1'4"!~ -E,-POf"-L E.Q. E.Q. 2901-29 Timberfonn ...., Square Table with Center Support TlmberForm R I rt GameBoard Model Diametef 2902-3030 2095 Widlll MOtlftlna 2' a· t780mtrll 2· s· [780Mn\J 2· s· 1815rMII •E o, -P l.englh -Th....., 18" 18" 516-4 .. 460mm 460mm 2mm Table Surface Porcelain Ename1 on Sleet C ' , , • a o-1 w w d d w w " TABLJ SECUIRE IN PLACE CHAI (2) SEC RE IN PLACE , ,, 11 1_· __ ----+----------L_ ' 0 I _-c"---+-----.c-cl<-"' , ~ °fill I 3-1/ • THICK CONCRETE SLAB E.J. I SIDEWALK GAME TABLE STATION 1;4• = r-o· Tinthe1Form-Modal lengtll Widtil Heipl Seal-lloontlflg Seat with Armrests 2822-4 4' 2" ft2HMMj 1 • a· lSIOMRI 2'1"F835IMII 1'4"1405Alml -E, ..p ot-L Material: Options: Suggeattona: 2822 H2Z-I i!812 & " ! ! ' I 8 f!'IHIHIIIJ ! I I • I I!;-Pm Powder-coated Sleet Mounting method Md powder-coating color. Specify matching accessory table 2820, Hner container 2831 oc aM and lllltl ---. Matching plantels are avaMable. -II ED SEAT WITH ARMRESTS TimbtirFonn - Bench with Armrests Modal Leflllb Widlll 2927 1 1' Z:14~~ 4 1' 10( Heil}M Seal Height Moontmo e·111, ; J1t•1 ~ 2827-41 6' 2" I 1 910rMw,iiJ 2' 11 • [891l!RM! 1 ' ... (406alllf ·E. -P « -l. \ _, Opllont: Srcggsztt 1· . . -MP Add this SUffix for molmflng-plate option (plaque by customer). Powder-coated sleet Moonting method, powder-"""" and~-· Specify malClllng acc:&SSOf)' tabte 2820, fftter container 2131 or 2834 and RStt recepiadie 2935 Matching planters are avaUable. • ' Includes intermediate support. · fmimiinmnmmrrmrrmnmnnmmm [ e e "H" see BJ.s we 11 ". a e e 0 s e~ Ci) SEAT WITH BACK TimberFonn" Site Furnishings Mounting Details Seat, Chai, Litter Containers Tables Bench and Tables -E di ..p ' -L Boulevard Madison lllanor Plaza Profile WIiiow -E 6?5 - .p Boulevard Madison Manor Plaza -E ' I ' ' -L -P Profile Boulevard Renaissance Manor Willow Profile Renaissance (I) FURNITURE MOUNTING NTS 16'-• EQ. q_ EQ. SIDEWALK E.J. ' 0 I "' CONVERSATION SEATING STATION 1/4" = 1'-o· NTS 12· TRELLIS 3-1 /2" THICK CONCRETE SLAB 2'-0 SIDEWAL BENCH PD I P. A. 10·-o· 2·-0· 3-1 /2" THICK CONCRETE SLAB CENTER BENCH ON SLAB 4' BENCH 6' BENCH 1/4" = 1'-0" NTS CURB FLUSH WITH ADJACENT SIDEWALK 4"x4" CONCRETE W/ TOOLED CONTROL JOINT @ 10' O.C. BROOM FINISH 1, =II/' C.~=c 1" CHAMFER 1" ABOVE COURT SURF ACE GRADE OR PUTTING GREEN GRADE ....----FINISH GRADE #3 REBAR CONTINUOUS ~'-'--~ (LAP 12'' @ SPLICES) I" II--·•" '-l--1·1,=:,,== I I '--': . _'I 11 'I" 90% ~--! !i • --111,1== BASE MATERIAL E.J. WHEN IN CONTACT W/ OTHER CONCRETE COMP ACTED ~" ;;_ij_ SUBGRADE WIDE CONCRETE CURB NTS ~ • d .; • a "' " Oo oo "'@ "' . 8 .,, . u~ • ... ;l " "'.5 !l 0 ,: d "' .'l uo. o• 0 .. rl .. ., .. ,_,a ~I "rl "" "' '4~ ;:,o z"' "'r-,.-.,,~ ,. .. m .. o, "' .., 0 ~g N 0 .... 0 0 01 z " rl "' "' --; rl "' 0 n-~ 0 u. "' u, .. 0.. - <( w (/) >-z <( CX) o_ r----w N 2 0 0 Ol I <( u 0 z a:: <( I-a:: f-<( 0 z > z LL w a:: _J w _J 0 ::,, :::> LL <( 0 ...J >-0 o_ rn <( 0 u CD 0 _J z <( w 0 :r: rn > ';:;: u V) w c5 _J 0 ~ a:: O'.l w <( 0 -0 0 (/J c., ~ 0 0 N z ~ 0 <( (/J <( D w _J z a:: <( _J -> LANDSCAPE PLANS: CONSTRUCTION DETAILS DATE f-w (/) 0 5/1/03 w .-----------; > SHEET L-8 0 0::: 0.... Q_ <( >-f- ~-------~U Standard Colors: Blue with red. O.ptlons.: Custom colon!; and atlachmenl to WOOd Of' ~ suffaee Wil:h tan1)er-resi9tant b.:slc: ...a t----+--+-------------+---+---+---l---1 L!] Clf1LA2!G £~~BAD ~ ~ CI) GAME TABLE AND SEATS NTS APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE LANDSCAPE PLANS FOR: VILLAGE BY THE SEA ASSISTANT DA lE INITIAL ENGINEER Of WORK REVISION DESCRIPTION --+----+----1 ; OWN BY: __ _ DATE INITIAL DATE INITIAL : CHK □ BY: __ _ OTHER APPROVAL Cf!'!' APPROVAL i RVWD BY: DRAWING NO. 403-4L I I r, II II ; p9 .. 11 I I' 12 / .. II II ., / / / / I ffiGT ATION LEGEND IRRIGATION I-IEAO& "§ z• z3 j" z o::i:,B o..;:)z~ <!'"-" u01_ ~ • " • 8 ~:;, 0 O 0 " NII " . . I . ' . SEE.SHEET 1-0 3/4 />Hllal ="=""~""='"""-=:llirt'/ / ·· ·· /// · /' ,.-,·-·-. ) ::,:,:Pi/~~ ~~:}~i;;~: / / . &'!'M MAKE MODEL NOZZLE P&I GF'M Af/<.C. DESCRIF'tlON E-<r£1ME-< s ~ttli ... oEJo~ u~ • U!Zp:.<t 3/4 -·~ 3/4 § 'SI; 3/4 (3 t8 Q:j \ ; _,t,: \; ' ' t i I .. , i'\ I "-'-- I \s, . I c-ri I I '( I I. ~Ji'/ .. PROPERTY LINE I ' I / IRRIGATION NOTES I. ALL IRRIGATION I-IEADS, VAL YES, ETC. ARE DRAWN DIAc:,fU,,HMATICALL Y. IRRIGATION CONTRACTOR SI-IALL ADJUST TO PROVIDE ADEQUATE COVE~E AS REQUIRED DUE TO MINOR SITE DRAWING DISCREPANCIES. 2. IRRIGATION PLAN IS DIAGRAMMATIC. LOCATE ALL IRRIGATION LINES, EQUIFMENT AND APFURTENANCES WITI-IIN PROPER Ir LINES AND OUTSIDE OF FU6LIC RIGI-IT OF WAY. 3. CONTRACTOR 5HALL OOA!lt4NTEE Tl-IE ENTlir.1: 5YSTEH TO 6E FREE OF DEFECTS IN WORKHAN51-1IP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. 4. CONTRACTOR Si-lALL VERIFT' WATER PRE55URE AT P.O.C PRIOR TO 6EGINNING WORK, NOTIFY LANDSCAPE ARCI-IITECT IHHEDIATEL Y OF ANY Dl5CREPANCIE&. !,. CONTRACTOR SI-IALL I-IAVE ONE (Ii POINT OF CONNECTION, INTO A POTA6LE WATER HAIN LOCATED ON Cl-lir;?ISTIAN5EN WAY. 6. ELECTRICAL P.O.C. SI-IALL 6E PROVIDED 6Y OWNER NEAR CONTROLLER LOCATION INDICATED. POWER 5UPPL Y SI-IALL 6E 120 VOLT. CONTRACTOR 5HALL VERIFT' CONTROLLLER AND POI-IER &UPPL Y LOCATIONS PRIOR TO 6EGINNING WO!-!<. 1. PRES5URE MAINLINES SI-IALL 6E IN5T ALLED EIGI-ITEEN /15"! INCI-IES DEEP AND LATERALS TWELVE (12'! INCI-IES DEEP. MAINLINE TRENCI-I 60TTOH5 51-!ALL 6E 6ACKFILLED WITl-l TWO (2") INCI-IES OF SAND. 0. CONTRACTOR 51-lALL INSTALL Tl-lRUST 6LOCK5 (I CU6IC FOOT OF CONCRETE! AT EACl-l CI-IANGE IN DIRECTION OF PRES5URE HAINLINE. ':I. HAINLINE 5HALL 6E PRE55Ul-i?E TESTED FOR 24 I-IOUi;!S. CITY IN5PECTOII! MUST APPROVE MAINLINE PRE55URE TEST/5/ PRIOR TO 6ACKFILLING. Tl-IE LANDSCAPE Al-i?CI-IITECT MUST 6E NOTIFIED TI-IAT Tl-IE IRRIGATION MAINLINE 15 6EING PRE55URE TESTED PRIOR TO Tl-lE CITY INSECTOR'5 5IGNOFF. It!'!. AUTOMATIC VALVES ARE TO 6E IN PLASTIC VALVE 60XES (I FEIi! MAXIMUM) WITI-I ONE cuerc FOOT OF PEA GRAVEL LINDER EACI-I VALVE. CITY INSPECTOR HUST APPROVE MAINLINE PRE55URE TEST (4 1-lRS. • 12!, PSI), 6EFORE BACKFILLING. II. CONTRACTOR 5!-IALL PROVIDE EXTRA WIRE TO FURTI-IEST VALVE IN EACI-I VALVE CLUSTER. 12. CONTRACTOR 5!-IALL PROVIDE 6ALL VALVE IN PLASTIC 60X TO SEPARATE VALVE CLUSTER FROM HAINLINE. 13. LOCATE VALVE 60XES, ETC. IN 51-iRUEI PLANTING AREA5 WI-IERE F05Sl6LE. 14. F'LACE QUICI< COUPLEl'l!S NEAii! VALVES AND UP5Tll!EAM FROM EIALL VALVE. I :Ii; 3~~:!§~i½(¾\1!f ~ -' / / . ,/ _,/ /' / II / II 11 / / / 11 : II / ;au/LO/NG 9 / .. / / / 11 / I / / 3/4 II / / / / / 11 ;, / • BUILDING / / /·--/ / 3/4 /://// /'./,////',,/ /,. / / ,,, .-ffl==i?/ --i-; BUILDING 3/4 ~ / / / / / 3/4 ; BUILD/NC 6 --:.,,-· -11- II / 111..----3/4 --...,JJ ) / / / ·-i RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM AAINe'D 1806-SAM AAINe'D 1806-SAM AAINe'D 1806-SAM AAINe'D 1806-SAM 12-Van 12Q 12T 12H 4-Van &Q ST SH V IIIAINe'D 1806-SAM &-Van ~ IIIAINe'D 1806-SAM !IQ "V' l'IAINe'D 1806-SAM ST 'v' IIIAINe'D 1806-SAM 81-1 )i: l'IAINe'D 1806-SAM !IF IIIAINe'D 1806-SAM lel-Van IIIAINfl'D 1806-SAM 100 IIIAINe'D 1806-SAM lelT ~INe'D 1806-SAM lelf.l 0' l'IAINe'D N4-&AM a-van I!!' l'IAINfl•p IW4-&AM !IQ C,. IIIAINe'D IW4-&AM ST e ~INe'D IW4-&AM 81-1 RAINB'D N4-&AM RAINB'D IW4-&AM RAINB'D IW4-&AM RAINB'D IW4-&AM 6-Van 5Q 5T 5H 30 30 30 30 30 30 30 30 0-0.65 12' 0.65 12' 0.87 12' 1.30 12' el-lD.29 4' el.I0 lel' f).)3 10' el.2£) 10' 30 0-0.0.12 30 0.26 8' 30 0.3!:> e· 30 0.S2 8' 30 1.11')5 e' 30 el-0.1!:, 1/D' 30 0.39 10' 30 0.S3 10' 30 0.19 10' 30 0-t!'!.0.12 30 0.26 8' 30 0.3& S' 30 0.&2 S' 30 30 30 30 0-0.37 6' 0.10 5' 0.13 5' 0.20 5' 0-90 6" POP-UP 90 6" POP-UP 120 6° POP-UP 180 6" POP-UP 0-90 •.,,. •• --UI' '.lei a IIEII •• """'·UI' 120 • -•• l"Ol"-UI' Jee, a IIEII 6' """'·UI' 0-90 • ee,. ,. ""'"-ii" 90 • 81!" ,. --ii" 120 • ei;,. •• l"Ol"-11" 180 • eia, ... l"Ol"-11" 360 • ei;,. •• --ii" 0-'.lel a 11E11 6' --ii" 90 ue" •· ""'"-ii" 120 • ei;,. •• l"Ol"-11" 180 •ea, •• l"Ol"·il" 0-'.lel & IIEII •' l"Ol"-11" 90 • ee,. •· l"Ol"-11" 120 • ee,u• l"Ol"-11" 180 • ee,u· l"<ll"-11" 0-90 90 120 180 4" POP-UP 4" POP-UP 4" POP-UP 4" POP-UP --.._<""~ ~Ar£1 ~o..Z:::,;: rn<..o::z ;:)u;;,-,o offlu~ zz:JS: jjOZ o." I " [/] :":::S zr,i z E---,: [/] -l,. ~ [/] • >, Cl• < " Ill .S '.l A °' A .. ~ u " ·• 0 0 .. rl .. " c-... ,t) -I ~- Cl)~ oi~ ~o z"' ~~ < >< ,. .. .... '" Cl • "' .. 0 "' 0 N .. "' 0 .. c-0 0 OI z " -"' " -; -"' 0 " (Y ~ 0 u_ " U) c-CL - . l ,/ / /// ,· ,//// ~//// ■ AAINe'D 1806-SAM-I6F5&-FC5 '1!>30 30 0.42 11).5' 360 6" POP-UP ■ IIIANB'D 1006-SAM-I40I 30 0.2& TFi!ICKLE 3"0 6" POP-UP ,------, '"'--,,,, --y-~--------i----,------;- 3/4 --------,,_ ··;z-;:f·R7 ·-- BUILDING 10 CARLSBAD BOULEVARD. / l!'i. CONTRACTOR 5HALL PROVIDE LINE 5IZE CI-IECI< VALVE FER FLAN AND/OR AS fl!EQUIRED TO PREVENT LOW I-IEAD DRAINAGE. 16. LOCATE I-IEAD5 ::I" MIN. FROM CURE>S AND WALKS AND b' MIN. FROM 6UILDINGS AND WALLS. 11. FLUSl-l ALL PIPE PRIOR TO IN5T ALLING l-lEAD5. 10. CONTRACTOR 5HALL ADJUST I-IEAD5 TO PROVIDE EVEN COVERAGE AND AVOID Tl-!ROWING WATER ON 6UILDINGS, WALLS AND PAVEMENT. l':l. 06TAIN AN IRRIGATION COVERAGE APPir;?CVAL FROM LANDSCAPE Al-i?Cl-!ITECT PRIOR TO PLANTING, CONTACT LANDSCAPE ARCI-IITECT AT LEAST 24 1-lOURe IN ADVANCE OF DESIRED INSPECTION TIME. 20. Rl5ERS TO 6E Gll!EY PVC, NO Wl-llTE PVC, 51-1RU6 RISERS TO 6E 10' A60VE FINISl-l GRADE, 6U66LER5 b". 21. AT 30 AND AGAIN AT ':le> DAY5 AFTER COMPLETION OF PLANTING, CONTRACTOl-i? Sl-!ALL ADJUST CONTROLLER PROGRAMS TO WATER AT A MORE CONSERVATIVE RATE. 22. OWNER SI-IALL AGAIN ADJUST WATERING RATE DOWN ONE YEAR FROM COMPLETION DATE. 23. IRRIGATION CONTRACTOII! 51-iALL MAINTAIN Tl-IE SYSTEM FOR A PERIOD OF NINETY (W) DAYS OR UNTIL FINAL PLANTING ACCEPTANCE (WI-IICl-!EVEl'I! 15 Gir.l:ATER! AND WATER 15 REQUIRED. 24. INSTALL POP-UPS WITHIN 10 FT. OF ALL PEDESTRIAN USES. 25. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. PLAN NOTES 1) FOR IRRIGATION DETAILS, SEE SHEET 1>.-9. 2) FOR IRRIGATION SPECIFICATIONS SEE SHEET L-10. . I -~ u _i~ -- 3/4 1· . ~IP77 \'ttild P8 I' 9 CONTROLLER (FOR POTABLE WATER USE) -----~ SHALL BE A RAINBIRD EST-SAT, 24-STATION IRRIGATION CONTROLLER INSTALLED IN A STAINLESS STEEL METAL CABINET AS SHOWN. 110 VOLT POWER SHALL BE PROVIDED BY OWNER. VERIFY ACTUAL CONTROLLER AND POWER SUPPLY LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 20' o· / _1_ 3/4 1%] I .{ I I .. \. l \. \ \ ... • .. t.:.L: / / / : ./ :· :-1· , /)v::.- -~ ------I .. I \ 1.:- POINT OF CONNECTION -METER #1 -SHALL BE TO THE l"M NEW 1" POTABLE WATER METER W/ 1-1/2" SERVICE LINE AT THIS APPROXIMATE LOCATION. VERIFY THE LOCATION, SIZE, AND STATIC WATER PRESSURE AT THE METER PRIOR TO STARTING WORK. LANDSCAPE CONTRACTOR SHALL INSTALL ALL EQUIPMENT SHOWN DOWNSTREAM OF THE WATER METER AS SHOWN, SEE IRRIGATION LEGEND FOR MODELS AND SIZES. POTABLE WATER SUPPLY H.G.L. P.O.C. ELEVATION STATIC WATER PRESSURE PRESSURE SETTING ON PRY 20' 40' 255 FT 55 FT 87 PSI 79 PSI 80' ---- -- NORTH GRAPHIC SCALE: 1 "=20' 0 liiAINe'D 1006 -6AM-ll!)f.!-FC6'1!l20 30 0.2 3' 180 •• "°"'-"" Cl AAINe'D 1006 -5AM-ISQ FC5'020 3el 0.2 3' 90 •• l"Ol"-il" Q) RAINB'D 1806-SAM-12T-PCS/I02030 0.2 2' 120 6" POP-UP OTI-IER WATEl'I! EC:UIF'MENT S'!'M MAKE MODEL &IZE DESCl'l!IPTION ~ P.O.C. I' POTAeLE ,t/1,TEfit HETEl'I! W 1-112" SEl'l!VICE LINE M FEeco WILKINS &2SY, 1-1/4" Fcl:DUCED PRESSURE 6ACKFLOW AS5EH6LY SetD SERIE5I01G 61-i?ONZE FREeeLIFeE 111!1:DUC~ VALVE AAIN6IRD FE6 SEl'<IES I" 1'AIN6IRD P'E6 &ERIE& 1-112' NEL&ON '16-43 I' l'IAINelRD E5F-HC 24 STATION Nleco T-113 LINE SIZE PLASTIC POTABLE r-lATEl'I! CONTFi!OL VALVE PLASTIC F'OTA6LE WATE1' MASTEl-i? VAL YE POTABLE QUICK COJPLER VALVE F'EDESTAL MOUNT CONTll!OLLEl'I! W/ AAIN 51-!UT-Of'F DEVICE r-1/ VIT 5TAINLE5& STEEL ENCLoeul'l!E 6RONZE GATE VALVE --A~D CL315 2' PVC POT A6LE r-lA TER Ff<EeeJJFeE HAINLINE /Wf.llTE/ AFFl<OVED CL. 20tJ l"Efit FLAN PVC FOTA6LE LATEl'l!AL LINE AFl'!',?OYED 2X LINE PVC POT A6LE r-lATEl'it 5LEEVE SLEEVING NOTES, I) SLEEVES FOR MAIN&, LATERAL&, WlfltlNG LINDER YE..!ICLE PAVING 51-!ALL 61: PVC 5CI-I. 80 r-1/30' COVER V SLEEVES FOFi! MAINS I WIRING LNDER FEDESTFi!IAN PAVING 51-!ALL 6E PVC &c14. 40 1'1116' COYER 3) SLEEVES FOFi! LATERALS LNDEl'I! F'EDE&Tl'l!IAN F'AV~ &I-IALL 6E PVC &c14. 40 1'1112' COYER P? NEW FOTA6LE WATER VALVE KEY ,. 9 5TATION NO. GR'1 VALVE 51ZI! NEW POTABLE WATER METER -WAT-R 'RfSSURF CAI CLI ATIONS - WAFR METER NJMBCR 1 WAT[R MCT[R S Z[ r· HYDRAcLIC CRADF LJNE ?5~ WATFR MErFR FIIVATION JJ c, rnno" N"' ,rn STATIC 'RESSJRE 'PSI) 87 RlMOTF CONTROL VAi V[ I 118 REMOTE CONTRC' VALVE SIZE r R.C.V. DEMANJ IGPM' 30 TOTAL DEMAND ICPM\ 30 o.c.V. " 'VA-ION 57 SlNIC PRlSSJRE Al R.C.V 86 Ci7F DESCRIPTION __ 'SI I OSS 1 1 1'1" SFRVICF I "' 1 1.ll p-·I \'' WATFR MrTFR 2 ---A~Q --~ r-PS)_ 1-1 /4 .. BACKFLOW 'REVENTER J 8.5 PSI · /-1/2" MASTFR rY\NTW'I VAi II> 4 ,n P' I Nh BASKET SJRA;NER 5 NA PSI ,.. r::ATF h:::,AI I VAi VFS f ,n psi ,., 4" F"T _ _Q[_M~NLJNF: TYPE Cl. 11S 3.2 PSI ~ .. N h f--""T OF ~AINI INF: IY:iF 8 X PSI ,·· ornnrc CONTRC' ,,., '" 1 3.5 PSI 10% ' ATERAI I INC I OSS 1f J.O PSI -·-· 10% FITTING ' n" 11 ,n PSI n "'"ATIC" CJANGF IP.0.C. TD HIGHEST HC•81 12 0 . PSI rnTAI c:ysrnA PtFC'CIID[ IQSS /CIIM nf M1 TlJ.::)11 111?'1 " 33.2 ptl PRESSURE H£QUIR,D AT HE_AD 14 ,n 0 s1 TOlA' PR" .. URf pcnuIRE11 f<,M nr 113 ANC I 14\ 15 "'·' "I STATIC WATER PRCS$VRC (ITTOM _Af)Q_VEL . 16 86.G 'SI RESIDl,A, P°'"LiRl '"'8TRAC-I la fROM I 16) 17 7? s "I en P"" no ury AT r, 15 P"" 10 PSI\ 18 /J.2 .. ··-. -:i51_ PR«" 'R' ROOST IF REOUIRFD f•JS-116 + "' PSI\ 19 NA JSI <( w u, >-z <( 00 0.. ..... w N ::;;; 0 0 "' I <( u 0 z er <( I-er r-~ z 0 z Q:'. u.. w ....J 0 ....J ::;;; ::> u.. <( 0 ....J >-u 0.. CD <( 0 u CD 0 _j z -' <( w 0 I CD > ';;: u en w <( ....J 0 ~ w w Q:'. CD <( u -0 (/) 0 c., ~ 0 D N z ~ 0 <( (/) <( D w _J z Q:'. <( _J -> LANDSCAPE PLANS: IRRIGATION PLAN DATE 10/1/03 SHEET L-9 7/31/03 GE CONSTRUCTION CHANGE 1 @ s_LD_G_. _10--+----+----+-8 _1_1 _0-+---LB__, I sH9EET .. CITY OF CARLSBAD ~6 PLANNING DEPARTMENT ~ :==='-=========='-'=== APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR l-----t---1------------------··--. DATE DATE INITIAL DATE INITIAL DATE INITIAL DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: VILLAGE BY THE SEA II-IO-o,I ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 01-10 403-4L (./) z 0 -(./) -> w 0:::: ~ I'-- w C) z <( I u z 0 -I-u :::, 0:::: I- (./) z 0 u "--~ I-w (./) 0 w > 0 O::'. Q_ Q_ i <( >-I--I'll u ' ~ ' -,,,,.-y--\ l ----------··--,+-. -,-___ ! ., _,/ --·----~--~~-------·- ' .) ____ r~-. ____ , '3/4 l-1/2' 'I - i I ' f __, ' / d l ~ ~ I I I·· II . I • I I I I 'I' I I I I 111 I I I I 20' o· 20· NORTH GRAPHIC SCALE: 1 "=20' 40' BO' APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREAS. P4 I' 17 P3 I' 4 BUILT" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR ,j DATE DATE ' . ·. 46 IRRIGTA TION LEGEND IRRIGA l!ON HEADS SYM MAKE MODEL NOZZlE PSI GPM R ARC DESCRIPllON RAINB'O 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'O 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'O 1806-SAM RAINB'O 1806-SAM RAINB'D 1806-SAM RAINB'D 1806-SAM RAINB'O 1806-SAM RAINB'D 1806-SAM RAINB'O 1806-SAM RAINB'D 1806-SAM RAINB'O 1806-SAM RAINB'O 1806-SAM RAINB'O 1804-SAM RAINB'O 1804-SAM RAINB'D 1804-SAM RAINB'D 1804-SAM RAINB'O 1804-SAM 0 RAINB'D 1804-SAM RAINB'D 1804-SAM RAINB'D 1804-SAM 12-V<11 12Q 12T 12H 4-\lon SQ 51 5H 8-Von llQ BT 8H 8f 10-Von 10Q 10T 1{}! 8-\lon llQ 8T 8H 6-Von SQ 5T 5H 30 0-0.65 12' 30 0.65 12· 30 0.87 12' 30 1.30 12' 30 0-0.29 4' 30 0.10 10' 30 0.13 10' 30 0.20 10· 30 0-0.0.72 30 0.26 8' 30 0.35 8' 30 0.52 8' 30 1.05 8' 30 0-0.75 10· 30 0.39 10' 30 0.53 10' 30 0.79 lo' 30 0-0.0.72 30 0.26 8' 30 o.35 a· 30 0.52 8' 30 0-0.37 6' 30 0.10 s· 30 0.13 5' 30 0.20 5' 0-90 90 120 1BO 0-90 90 120 180 0-90 90 120 180 360 0-90 90 120 180 0-90 90 120 180 0-90 90 120 180 ■ RAINB'D 1806-SAM-16FSS-PCS ,030 30 0.42 0.5' 360 • RAINB'D 1806-SAM-1401 30 0.25 TRICKLE 360 0 RAINB'D 1806-SAM-lOH-PCS,02030 0.2 3' 180 (!, RAINB'D 1806-SAM-150 PCS#()20 30 0.2 3' 90 (I) RAINB'D l806-SAM-12T-PCS,f02030 0.2 2' 120 6" POP-UP 6" POP-UP 6" POP-UP 6" POP-UP a srn 5• PCP-UP 8 S£R 6" PQfLIJP 8 SER e• POP-UP 8 SER e• POP-UP 8 SfR 6" PCP----U' 8 S£R s• PCP-UP a SER s· POP-I.JI a S£R a· POP-UP 8 SER 6" P<P-1.P 8 S£R 6" P<P-UP a S£R a· PCP-I.I' 8 SER s• PCP-lJJ a S£R e· POP-UP 8 SER (' PCP-1.P 8 SER 4" PCP-LP a SER 4" PCP-t.P 8 SER 4• PCP-LP 4" POP-UP 4" POP-UP 4" POP-UP 4" POP-UP 6" POP-UP 6" POP-UP 6" PCP-UP 6" POP-UP OTHER WA 1ER EQUIPMENT SYM MAKE MODEL SIZE DESCRIPTION ~ P.O.C. [l!] FEBCO 1" POTABU WATER MElER W/ 1-1/2" SERVICE LIN[ 825Y, 1-1/4" REDUCED PRESSURE BACKFLGW ASSEMBLY l!'J \\ILKINS 500 SERIES 101G BRONZE PRESSURE REDUQNG VALVf. ;/'J RAINBIRD PEB SERIES 1" PLASTIC POTABLE WATER CONTROL VAL Vf. RAINBIRO NELSON PEB SERIES 1-1/2" f/643 1· IXJ RAINBIRD ESP-MC 24 STA TIOII H NIBCO T-113 LINE SIZE --APPROVED Q 315 2• --APPROVED a.., 200 P£R PLAN = = = APPROVED 2X LINE SLEEVING NOTES: PLASTIC POTABlf WATER MASTER VALVE POTABLE QUICK COUPLER VAL',£ PEDESTAL MOUNT CONTROUER W/ RAIN SHUT-OFF DEVICE W/ Vil STAINLESS STEEL ENCLOSURE BRONZE GA TE VALVE PVC POTABLE WATER PRESSURE MAINLINE (111-llTE) PVC POTABlf LATERAL UNE PVC POTABLE WATER SLEEVE 1) SLEEVES FOR MAINS, LATERALS. WIRING UNDER VEHICLE PA'ANG SHALL BE PVC SCH. 80 W /30" COVER 2) SLEEVES FOR MAINS & WIRING UNDER PEDESTRIAN PA'ANG SHALL BE PVC SCH. 40 W/18" COVER 3) SLEEVES FOR LATERALS UNDER PEDESTRIAN PA YING SHALL BE PVC SCH. 40 W/12" COVER W POTABLE WA 1ER ALVE KEY STATION NO. GPM VALVE SIZE I <( w (/) w :r: <( z ~ O:'. 0 u.. _J <( >-u CD 0 <( m (/) _J w O:'. <( u (!) <( _J _J -> >-z <( o_ 2 0 u C, O:'. 1--'o': z w w _J 2 ::, 0 o_ (D 0 __J z w 0 > I;,: w 0 > <( -0 (/) ~ 0 N -(/) <( z <( m "' C, N 0 0 z 3 "' a.. <n 0.. 00 " N 0 a, <( z O:'. 0 u.. _J <( u I u ,:s m 0 0 z 0 0 w a:: LANDSCAPE PLANS: IRRIGATION PLAN 1-w (/) 0 5/1/03 w t------------1> DATE SHEET L-10 0 O:'. Q_ Q_ <( >-1- ~-------~ (.) ~ 1 CITY OF CARLSBAD 11 SHEETS I ---------------->-----+---+---+----, ~. PLANNING DEPARTMENT . 1 6 -----+---+-----------------+---+---+---+---I !----+-----+-----------~---·------------f----f-----+-----+----.1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITW. OTHER APPRO\/Al DATE INITIAL CITY APPROVAL LANDSCAPE PLANS FOR: VILLAGE BY THE SEA A ......_ _____ $=-13-QJ ASSISTANT PLANNING DIRECTOR DATE OWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 01-10 403-4L FlNISHED GRADE IN 1URF AREAS PLASTIC ROUND VALVE BOX 111TH BOLT DOWN r---COVER, USE STAINLESS BOLT NUT ANO WASHER. t ' HEAT BRAND "GV" ONTO LID. .--------t---~-.;cy,.,..,_'----_-FINISHED GRADE IN SHRUB AREAS 4• MIN .----1m'T7t:----BAli. V/>J_I/E WITH UNIONS (S.S) '--------SCH 80 PVC T.O.E. SECTION VIEW -N.LS. NIPPLE, 6" LONG D BALL VALVE 1 ! ;::::.::1 I !·~----' ' ------, DIMENSION A 1/2" TO 2-1/2" IN SIZE 18" 3'" TO 611 IN SIZE 24" B 12· >< C 4• 4• FINISH GRADE PRESSUR£ MAINUIIE, S£[ SPECIFICATIONS SECTION VIEW -N.T.S. H PVC LATERAL TREE TRUNK TREE GRATE PEA GRAVEL 2" DEEP UNDER ALL TREE WELLS FIN. SURFACE • PIPE . " . ... ,, . , I -i b,,,,~.,.jV • ! -: .-I 1//;:_, --.; ~ . IN ST ALLA TIO N 2" MIN. BUBBLER PER LEGEND (2 PER TREE) UV RESISTANT 1/2" PVC SCH BO NIPPLE (LENGTH AS NECESSARY) 1 /2" FEMALE NPT X BARB ELBOW SWING PIPE 1 /2" MALE NPT BARB ELBOW PVC SCH 40 TEE OR ELL FOOTING--~ PVC SLEEVE PVC LATERAL BACKFILL 6' PERFORATED PVC PIPE FILLED W/ 3/8" CRUSHED GRAVEL (BOTH BUBBLERS INSTALLIED THIS WAY) L TREE WELL BUBBLERS ~--------------FlNISH GRADE ~--------R/P DEVICE SEE LEGEND FOR SPECIFICATION ~------BRASS BALL VALVE TYP. r----1 FLOW<0- ;-=c.::::if----BRASS NIPPLES MIN. 4" T'rP. ~--i-----BRASS ELL, 4 REQUIRED 1 I I I ----BACKFLOW ENCLOSURE IF SPECIFlED ----PRESSURE REGULATOR OR WYE SffiAINER IF SPECIFIED, SEE BELOW :.----BRASS UNION, 2 REQUIRED ,,;--.--:c----BRASS RISERS LENGTH AS REQ. ")~o----PVC MAINLINE TO MASTER VALVE c_ ___ SCH 80 PVC FEMALE ADAPTER L-----SCH 80 PVC NIPPLE 5• MIN. '-----------CONCRETE SLAB, SEE BELOW '----------------COPPER MAINLINE FROM WATER METER NOTE: IF WYE SffiAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 6" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. INSTAU AS PER C.M.W.D. STANDARD DETAIL DRA'MNG ifW-20. C BACK FLOW ASSEMBLY PAVING -~~-SAND BIICKnLL COMt'~TED '! i '., ----' , ___ -·i ·-- TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN PVC SLEEVE, SEE LEGEND CONTROL WIRES IN PVC SLEEVE, SEE LEGENO UNDISTURm:D SOIi. PRESSURE MAINLINE 1H PVC SLEEVE, SEE LEG£Nll PVC SLEEVES TO BE TWICE THE DIAMEITR or THE Pl PE OR WIIIE BUNDLE CARRIED. DESCRIPTION A B C D ALL UNDER VEHICLE PAVING 36" UNDER PEDESTRl,\H PAVINGR 24" GREATER THAN 3 DIAMETE UNDER PEDESJRIAN PAVING, LESS THAN 3' DIAMETER 18" SLEEVE NOTES: 36" 36" 24" 12· 18" 12" 4• 4• 4" DETAIL ALSO FOR PIPE INSTALLED 1M ROCK SOIL 1) FOR MAINS, LATERALS, & WIRING UNDER VEHICLE PAVING = PVC •ch. 80 W/ 30" COV£11 2) FOR MAINS & WIRING UNDER PEDESTRIAN PAVING = PVC sch. 40 W/ 18" COVER 3) FOR LATERALS UNDER PEDESTRIAN PAVING = PVC •ch. 40 W/ 12" COVER G-SLEEVE INSTALLATION r---STAINLESS STEEL ENCLOSURE SEE LIEGEND FOR SPECIFICATION ~--RAIN SHUT-OFF DE"1CE, REFER TO LEGEND FOR SPECIFICATION ,--7-l;::=c__ ___ lRR1GA TION CONTROLLER GFI TYPE S1'.1TCH W/ ON-OFF SV.,TCH TERMINAL SffilP AND CONTROL V.,RES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR V.,RES EPOXY SEALANT CONCRETE PAD AS PER CONTROLILER ENCLOSURE MANUFACTURER'S SPECS. -FlNISH GRADE ~-:;;;;;~;;;;;:jHJi _ __.--3" PVC ELECTRICAL SWEEP FOR _ [~~=~~--L□W VOLTAGE CONTROL WIRES "i 1" PVC ELIE CTR I CAL SWEEP FDR 110 VOLT POWER WIRES l-------3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER SECTION VIEW N I S. PAD ,___(--+---,) 0.S . NOTE: ANGLE RISER HALFWAY BETWEEN VERTICAL & PERPENDICULAR TO SLOPE B --------IRRIGATION HEAD PER LEGEND ~-(2) VIT SPRINKLER TIES & #6 REBAR .,,---3/4" SCH 80 PVC RISER (LENGTH AS REQUIRED) ,,---(2) 3/4" 90d S 80 PVC STR'T ELL(MIPTxFIPT) ~-SCH 40 PVC lEE (SxSxFIPT) ~-PVC LATERAL UNE SPRINKLER ON RISER ,------FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE PURPLE BOX 'MTJ-l BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRANO "RCV" ANO CONiROL STATION # ONTO LID. __ -FIN1SHED GRADE IN SHRUB AREAS _Elffllll""""'?-1\=+B,i--2+· WIRE LOOP ----r..,.rl:J--1:iHt .:..,:.\;::::,:!~-\\----VALVE ID TAG LATERAL -PVC THO. ELL SCH 80 PVC FEMALE ADAP. SCH. 80 PVC CONTROL VALVE -+ilis----SCH 80 PVC NIPPLE TYP. f£:~~-BR1CK SUPPORTS, 4 REQUIRED SCH. 80 UNION----' F Qi----IRRIGATION MAINLINE '-------3/4" CRUSHED GRAVEL TWO CUBIC FEET '--------LANDSCAPE FABRIC SECTJON VIEW H T S CONTROL VALVE r--------LOW VOLTAGE WIRES, 3 MAXIMUM ,----{Jl TER CASE OF CONNECTOR ,----- -----11 ----t I L ____ _ SffilP AND TWIST V.,RES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT-------------~ NOTE: FILL OUTER CASE V.,TJ-l SEALER PRIOR TO FINAL ASSEMlll Y. NOTE: r---------INSTALL SPRINKLER HEAD FLUSH 'MTH FINISHED GRADE IN TURF AREAS t------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR SEE LEGEND FOR SPECIFICATION /2" INSTALL SPRINKLER HEAD 1 /2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOil PRE -ASSEMBLED TRIPLE SWING JOINT, PVC TYPE~ l'.1TH 0-RINGED JOINTS, MIPT INLE I AND MIPT OUTLET LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS ..._____ FOR TYPE AND DEPTH REQUIRED " SCH 80 PVC SxSxT TEE FITTING ~-~--"---.___ l:: (-) INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AR£AS. 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. 1. 2. A POP-UP SPRINKLER ,------FlNISHEO GRADE IN TURF AREAS ~---GREEN PLASTIC ROUND VALVE BOX Willi BOLT DOWN COVER, USE STAINLESS BOLT NUT ANO WASHER. HEAT BRAND "QCV" ONTO LID. -FINISHED GRADE IN SHRUB AREAS ----11==--ou1cK COUPLER VALVE SEE LEGEND FOR SPEC. >-------a1-----STAIHUSS STEEL CLAMP BRICK SUPPORTS ~~'-""l2:;~--DURA PRE-ASSEMBLED SWING JOINT l'.1TH ONE PIECE BRASS MIPT NIPPLIE MOO. # 1-A1912 '-.-----Ua!...J.-.>--MAINLINE, SEE SPECS. t,--------,14 x 36" REBAR STAKES. 2 REQUIRED '---------LANDSCAPE FABRIC '----------3/4" ROCK, 1 CUBIC FT. SECTION VIEW N I $ NOTE: USE TEFLON TAPE ON ALL THREADED FlTTINGS TYPICAL QUICK COUPLER VALVES USED FOR RECYCLED WATER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. E QUICK COUPLER 0 ~ a • "~ " ~j " • Z1 Z a :l" 0 " -~"-o'o a..::., f-; .... D 0 ..J~-0 "'3 <urn_ "' . ....wrn~ E mt: ro:15i .,,,,u ... ou0 ~ u ~ u~"' -~ '"'" " . '--o'< ., ,. [.:l~~~ "' .s lfJ<<:.::; '.'3 a ::iu:>-,o "' " A~~~ .,,.!I ZZ-' u 0. <<i:OZ ,:;• ..J...:111..1:i:l a,. -.. "',-. '""' I -1 ~-.,., "' .,_ QO Z'° ca ,-. ~-.. ~ ::; .. A• l'l"' .. ~g 2':;. "',-. zw D z f--, ol "' -«JB "' "' ;,; "' -0, -0 <o ,-. - < w (/) >-z <l'. co 0.. r---w N ::;a; 0 0 (J) :r: <{ u 0 z 0:: <{ J-0:: f-~ z 0 z LL w 0:: __J w __J 0 ::;a; ::, u.. <( 0 _J >-u 0.. m <{ 0 u CD 0 _J z <( w 0 I m > ';;: u (/) w i::'.i __J 0 > w 0:: <( m <{ u -0 0 (/) c., ~ 0 0 N z -0 <{ (f) <l'. 0 w _J z 0:: <l'. _J -> LANDSCAPE PLANS: DATE IRRIGATION DETAILS 5/1/03 SHEET L-1 1 "' ro 0 N 0 0 z 3 "' CL <n CL J-CONTROLLER I-WIRE CONNECTION fsHrnl CITY OF CARLSBAD ~ 1----1----+----------------+------+------1---+-----I L2.2.J PLANNING DEPARTMENT ~l ~===--'=========="'========'--'==~ APPROVED FOR Pf.ANTING AND !RR/GA T/ON ONLY, INCLUDING PRECISE LOCATION OF Pf.ANTING AREAS. "AS BUILT" RCE ___ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DA TE INITIAL DATE ENGINEER OF WORK DATE INITL'.I. DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: VILLAGE BY THE SEA .S:J.J-Q.J ASSISTANT PLANNING DIRECTOR DATE OWN BY:--~, PROJECT NO. DRAWING NO. CHKD BY: CT 01-10 403-4L RVWD BY: 1--w (/) 0 w > 0 0::: Q_ Q_ <:( ~ >-1--\) -u l4 ' ~ ,o ",. ~ SECTION 02221 LANDSCAPE TRENCHING, BACKFILLING AND COMPACTING ( C.M. W.D. RECLAIMED WA TIER SPECIFICATIONS TAKE PRECEDENCE) PART 1-GENERAL 1.1 DESCRIPTION A. Work included: Irrigation system shown on drawings and specified herein complete, in place, tested, approved, including but not necessarily limited to: 1. Connection of system to existing water supply 2. Review of utility ploos showing other underground utilities 3. Trenching and backfiling 4. Drip or sproy irrigation system 5. Automatic controller and remote control valves 6. Incidental work not shown or specified which con reasonably be inferred as port of, or as necessary lo provide a complete and operable system. B. Related work: Documents affecting wonk of this Section include, but ore not necessar~y limited to, General Conditions and other Sections of these Specifications. 1.2 Permits, Fees, and Codes A. Obtain all permits and pay required fees to any governmental agency having jurisdiction. On completion of work, present satisfactory evidence to Landscape Architect that work is in accordance with ordinance and code requirements. Arrange for inspections required by local l)'dinonce during construction. B. Conform with applicable codes, standards, laws and regulations. Nothing in these drawings or specifications shall be construed lo permit non-conforming wonk. If construction documents or specifications conflict with agency regulations, notify Londscop€ Archtect, and await instructions before proceeding with affected wonk. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skrrled wonkmen who ore thoroughly trained and experienced in necessary crofts and who are completely familiar with specified requirements and methods needed for proper performance of work. 8. Use equipment adequate is size, capacity ood numbers to accomplish work in a timely manner. C. All materials shall be new, and in near perfect condition. The decision of the Architect is final in determination of quality of materials, equipment, and workmanship. 1.4 SAFETY ORDERS Maintain warning signs, barriers and shoring as required by local ordinance or other governmental agency. 1.5 Existing Conditions A. Acquaint self with all site conditions. Should utiities not shown on plans be found during excavations, promptly notify Landscape Architect for instructions for further action. Failure to do so will make contractor liable for any and all damage thereto arising from operations, subsequent to discovery of such utilities not shown on drqwings. B. Make minor ad jJstments to sprinkler system layout as may be required, and work around existing comstruction at no increase in cost to Owner. 1.6 Delivery, Storage, and Handling Protect work ond materials from damage during construction and storage. PVC pipe and fittings shall be especially protected fr~ direct sunlight. 1.7 Substitutions No deviations from specified equipment or installation procedures shall be allowed without written approval of Landscape Architect and City Inspector. 1.8 Submittals A. Record Drowings: Prepare on blueline print showing deviations from bid documents made during construction affecting mainline pipe, controller locations, V<llves, and sprinkler heads. REcord drawings shall be delivered to Landscape Architect before final acceptance. Demension oil items from permanent ob~cts to the nearest 1 foot. B. Submit for review a list of all irrigation equipment to be used, manufacturers brochures, maintenance manuals, warrontees, and operotioo instructions prioc lo start of work. 1.9 Guarantee A. Guarantee all work for one year from acceptance dote against defects in material, equipment, and workmanship. Guarantee shott cover damage repair to any part of premises resulting from leaks or defects in material, equipment, and/or workmonsh~ lo the satisfaction of Landscape Architect. B. Promptly make repairs upon notification by Landscape Architect, and at no cost to Owner. PART 2 -PRODUCTS 2.1 PIPE A. Plastic pipe: 1. Use poly vin~ chloride (PVC) type 1120-1220 pipe unless otherwise indicated oo plans. All mainlines shall be sch. 40 PVC for lines 1-1/2' or smaller, class 315 for sizes 2' and larger. Lateral lines lo be class 315 PVC for 1 /2" size, class 200 for larger sizes, sleeving to be sch. 40 beneath pedestrian paving. sch. 80 beneath vehicular paving. 2. Fittings: Use schedule 40 PVC fittings except where otherwise shown in details. 3. Solvent Cement: As recommended by p~e manufacturer and of proper consistency. Mainline cement shall be a two step (primer) process. 2.2 RISERS A. Pop-up heads: Use schedule 80 PVC nipples with street ell swing joints per detois. B. Riser Heads: Use grey schedule 80 PVC nipples with swing joints below grade per details. Measure riser height from finish grode to top of riser. Riser diameter shall be 1 /t diameter except where head inlet is larger in which case, riser w~ match inlet size, unless otherwise noted on drawings. C. Slope heads: Stoke risers of impact and gear driven rotor heads on slopes with number 6 steel reinforcing bar, secure with min. (2) ad~stoble stainless steel geared clomp. D. Drip Emitter Risers: Use grey schedule 80 PVC n~ples per details. 2.3 SPRINKLER HEADS A. Provide sprinkler heads shown on Irrigation Legend. B. Reclaimed waler systems: Heads shoH be specificoHy made for reclaimed wotef application with purple color coding and integ-ol check valve. 2.4 VALVES A. Ball valves: Provide 150 psi rated valve (line size) where shown on Drowings. B. Quick coupler valves: Provide per Drawings and deliver to Owner when applicable: a. Twa keys for locked top; b. Two couplers c. Two hose swivels. C. Automatic and manual control valves: Provide per legend and details on Drawings. 2.5 NOT USED (Drip Irrigation) 2.6 BACKFLOW PREVENTER A. Provide bockflow prevenlers shown on legend and install per details on Drawings and per manufocuturers instructions. B. Incorporate pressure regulator and filter device in assembly per details and drawings. 2. 7 AUTOMATIC CONTROLLER A. Provide controller shown on legend on Drawings. Provide all mounting equipment and hardware required for pedestal or wall mounting indicated. B. Control wires: 24 volt solid wire U.L approved for direct burial in ground. Black /14 UF direct lead and white #12 UF common ground, unless otherwise noted on plans. 2.8 OTHER MA lERIALS A. Green plastic V<llve boxes: Provide plastic valve boxes with lids for boll &: quick coupler valves (round) and automatic control valves (2 per box maximum). Place gravel per irr~otion notes and irrigation details. Use purple lids for reclaimed water. 8. Check valves: Provide spring in-line check valves (line size) per pion and as required to prevent low head drainage. C. Reclaimed Water Systems: Provide site and controller signage as indicated on drawings. D. Backfill: Local soil, cleon, free of rubbish and rocks over 2 inches diameter. E. Provide other materials not specificoiy described but required for a complete and proper installation as selected by contractor sub~ct to opprovol of Landscape Architecl PART 3 -EXECUTION 3.1 SURFACE CONDITIONS A. Verify finish grades and surface drainage with Landscape Architect prior to work. 8. Examine areas and conditions under which work will be performed. Correct conditions detrimental to timely, proper completion of work. Do not proceed until unsatisfactory cooditions are corrected. 3.2 FIELD MEASUREMENTS A. Make necessary measurements in field, ensure precise fit of items fn accordance with design. 3.3 LAYOUT A. Layout work as accurately as possible to Drawings. Drawings, though carefully drown, are generally diagrammatic to extent that swing joints, offsets and oil fittings ore not shown. Site conditions wttl not always permit locating piping, valves and heads where shown. This situation shall be brought to immeodiate attention of Landscape Architect and relocation determined in joint conference. Contractor wil be held responsible for relocating any items without first obtaining Landscape Architect's approval and shall remove and relocate such items at his own expense if so directed by Landscape Architect. B. \'/here piping is shown on Drawings to be under paved areas but running porollel and odpcent lo planting areas, the inte11lion is to install p~ilg in planted area. C. Minor changes in equipment location from locatioo shown on Drawings shall be made as directed by Landscape Architect at no additional cost to Owner providing such change is ordered before comencement of work, or work directly connected, and no additional materials ore required. 3.4 EXCAVATING AND TRENCHING A. Perform all excavations as required for installation of Work included under this section, including shoring of earth banks to prevent cove-ins. Restore all surfaces, existing underground installations, etc., damaged of cut as a result of excavations lo original condition and in manner approved by Landscape Architect al no additional cast to the Owner. B. Trenches shall be made wide enough to allow o minimum of 4' between porollet pipe lines and shaU be of sufficient depths to provide the minimum cover frr.m finish grade as follows: 1. 18' minimum cover over main lines lo remote control valves, 2. 12" minimum cover over lateral lines to heads, 3. 36' minimum cover under paved drives, parking areas or roads. 4. Polyeth~ene tubing -3 inches C. Excavate for landscape systems by trenching, with sides as nearly vertical os oossible. Accuratelv □rode the bottom to orovide uniform beorin □ for the line. D. Short sections of a trench may be tunneled if, in Landscape Architect's opinion, lines can be installed safely and backfill con be compacted properly into such tunnel. E. Remove boulders and other interfering ob~cts, backfill voids remaining after removal of ob ~cts. F. Protection of Persons and Property. 1. Barricade and operate warning lights from dusk lo dawn al open holes, trenches, and depressions occurring as part of work on property odjocent lo or within public access. 2. Protect structures, utilities, sidewalk pavement, and other facilities from damage caused by settlement, lolerol movement, washout, and other hazards created by work. 3. Do not trench under drip lines of existing trees. G. Do not backfill trenches until required pressure and leakage tests hove been performed, and until systems as installed conform to requirements specified in pertinent Sections of Specifications. H. Prior to backfilling, remove all sheeting or shoring. I. Backfill for all trenches and excavations shall be compacted to 90% density. J. Bockfdl to level of ad ~cent eleV<ltions, allowing for settling and compaction. 3.5 INSTALLATION OF PIPING A. Piping under pavement: 1. Sleeve piping under paved areas as indicated on Drawings. Extend sleeving 12' under beyond edge of paving, curbs, walls, etc. B. Inspection of materials: Carefully inspect pipe and fitting before installation, removing oil dirt, scale and burrs, reaming as required. Install pipe with markings up for visual inspection. C. Plastic (PVC) pipe: 1. Exercise care in handling, loading, unloading and storing plastic pipe and fittings: a. Store under cover from direct sunlight until ready to install, b. Transport only on o vehicle with o bed long enough to allow the pipe to lay fiat to avoid undue bending and concentrated externot load. 2. Repair dented and damaged pve by cutting out and discording dented or damaged sections, rejoining with a coupling. 3. In joining, use only specified solvent. make joints in accordance with manufacturer's recommendations. Pipe and fittings shal be thoroughly cleaned of dirt, dust, moisture before oppl',ing solvent. Clean off excess solvenl Allow solvent welds at least 15 minutes set-up lime before moving or handling and 24 hours curing time before filling with water. 4. Snake lines from side to side in trench lo allow for expansion and contraction. 5. For plastic lo metal connections: a. Work steel connections first, b. Use a non-hardening pipe dope on threaded plastic lo steel connections, c. Use only a light wrench pressure. d. Use joint compound on galvanized iron fittings. D. Plug or cop oil openings upon line installation to prevent the entrance of materials that would obstruct pipe. Leave in place uni~ removal is necessary for com~etion of installation. E. Thoroughly flush all lines, perform hydrostatic testing in accordance with paragraph below. 3.6 INSTALLATION OF EQUIPMENT A. Pop-up spray heods: 1. Install where indicated on Drawings and in accordance with detons and manufacturer's recommendation as approved by Landscape Architect. 2. Locate pop-up 3" from pedestrion paving, 12' from automobie traffic without curbs, 6' from auto traffic with curbs and 6' from oil bu~ding and wall footings unless noted otherwise. Set heads flush to grad€ elevation. 4. Upon testing completion, complete assembly, ad~st sprinkler heads for proper distribution. B. Riser heods: 1. Install in planting areas where indicated on Drawings. 2. Locate shrub heads 10 feet from pedestrian use areas, 12" from automobile traffic without curbs, 6' from automobie traffic with curbs and 6" from all building and wall footings unless noted otherwise. Set shrub heads eighteen (18') inches above finish grode unless noted otherwise. (See details.) Pop-up heods shall be used within 10' of any pedestrian use. 3. Upon completion of testing, contractor shall complete assembly and adjlsl sprinkler heads for proper distribution. C. Valves: Install ball valves and quick coupler V<lives per drawings. D. Control valves: Install where shown on Drawings, locatini in clusters in planting areas where practical. Place no closer than 12 and parallel to walk edges, buildings and walls. House in valve boxes with tops set flush to grade. E. Not Used (Drip Irrigation) F. Bockflow preventer: Install where indicated on Drawings and in accordance with all pertinent codes, regulations, and manufacturer's recornmendotioos as approved by Landscape Architect. APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE___ EXP. ___ _ REVIEWED BY: INSPECTOR G. Automatic controller: 1. Install controller as shown on Drawings, unless otherwise directed by Landscape Architect. 2. Connect remote control valves to controffer in sequence corresponding to sequence indicated on Drawings. lltiere two or more valves hove same number, wire them together at controller. Do not group lawn and shrub heads oo same station. 3. Electrical supply to point of coonectioo shall be by others. Contractor shall provide "hard wire' splice into existing ~nction box near controller location. H. Automatic control wiring: 1. Install control wires, irr~olion moins and lolerds in common trenches wherever possible. 2. Install control wires at least 18" below finish grade and lay lo side of mainline where possible. W1res shall be a minimum of 1 • from any pipe or fitting except at terminal points. Provide looped slack at valves and snake wires in trench to allow for contraction of wire. fie wire in bundles ot 10' intervals with plastic electrical lope. 3. Wire splices will be allowed only on runs more than 500 feel. Crimp wires together with approved wire connector and seal conneclioo. 4. Provide separate sleeving from irrigation lines for control wires beneath pavement, etc. 5. Wires shall be placed in grey schedule SO PVC electrical sleeve from 18' below grad€ to controller at controller location. 3.7 TESTING AND INSPECTION A. Do not allow or cause any of work of this Section to be covered up or enclosed until it hos been inspected, tested; approved by Landscape Architect and City Inspector. Request presence of Landscape Architect at least lwenly-fOUf (24) hours in advance of testing. B. Flushing of pipe: Before backfilling mainline, with control valves placed but before lateral liles are connected, completely flush and test mainline. 1. Repair leoks. 2. Flush out eoch section of lateral pipe before sprinkler heods ore attached. C. Testing: 1. Make necessary provisions to thoroughly bleed line of air and debris. 2. After valves have been insiolied, when welded plastic joints have cured f<X' at least 24 hours, test main water lines for leaks at pressure of 125 psi foc period of four hours, with couplings exposed and pipe sections centerloaded with sufficient amount of backfill to prevent arching or slipping under pressure. Lateral lines shall be tested, with risers copped, for two hours under normd static pressure. 3. Provide required testing equ~menl and personnel. 4. Repair leaks, retest until acceptance by Landscape Architect and City Inspector. D. Final inspection: Cleon, od~st, balance all systems. Verify. 1. Heads ore properly ad~sted for radius and ore of coverage; 2. Installed system is workable, clean, efficient. 3. Reclaimed water systems: Provide cross connection, coverage, and other testing required by helath department or water district (see Reclaimed Water Noles, Sheet T-1). 3.8 Reclaimed water signoge Install as shown on drawings ar as required by health department or water district. 3.9 INSTRUCTIONS A. Attach typewritten legend inside each controller door, staling oreos covered by each V<live. 8. After system hos been completed, inspected, and approved instruct Owner or his maintenance personnel in operatioo and maintenance of system. 3.10 MAINlENANCE Maintain system for period indicated in Irrigation Notes, or length of planting maintenance period, whichever is greater. END OF SECTION PROVIDE EROSION CONTROL/SLOPE REVEGETATION PER CITY OF CARLSBAD LANDSCAPE MANUAL, APPENDIX H, AS FDI..LOWS: 24. Slopes over 8' in vertical height hove: a) standard #1 -cover crop/~te mesh (100% coverage) b) stondord #2 -ground cover, minimum flatted size (100% coverage) c) standard #3 -low spreoding shrubs from minimum 2 3/4' liners (701. coverage) d) standard /f4 -trees and large shrubs from minimum 1 galloo (1/200 square feet) 25. Slopes between 4' and 8' in vertical height have standard 61, #2, 13 above. 26. Slopes 3' or less in vertical height and adpcent to public walks I)' streets hove standard #1. 0 -0 • "~ " z~ zl " • Z I z a j"' 0 <0-"'o-0~ o..~z~ oo ........ ,_, 0 °' Ill ~urn_ °' a f-.~~t:: '.:;!~u>l ... oG 0 ~ u- u '!l" " ->, o.,_. " . '-"" .., " r:.rez~ ".s cn<<:z.: ~· ~U>-'0 "" " "'u~ < .'! QA~ u 0. <~OZ o' ~~µ.,!'ii a,. -.. I:: ;; I s !. (/j ~ oi~ " 0 ""' f;'C:. .. ~ ,, .. 0, ., Cl• ro '-' [/] ., 0 "' 0 N 15:. ., <O 0 .... zw 0 0 :,; E-< al z " -..: re "' " , 0:Ul -<> 0 ~ °' 0 Q "' V> .. Q - <( w V) >-z <( IX) (l_ ...... w "' 2 0 0 0) I <( u 0 z Q:'. <( I-Q:'. I-<( - 0 z >Z LL w Q:'. -w _J 0 _J 2 ::::, LL <( 0 :::i >-u (l_ (D <( 0 u (Il 0 _J z <( w 0 . -:r: m > ~u Vl w > i'.5 _J 0 Q:'. w 25 <( (D -oo (/) c., <( Oo I-Nz <( (/) -o <( 0 w _J z Q:'. <( _J -> LANDSCAPE PL.ANS: IRRIGATION SPECIFICATIONS DATE 5/1/03 SHEET L-12 rt-====:i:====~============================]====J====r====:i:===~r,::::I =====::--:1 :::;;~;;;;:;;==;::::;;;;=~=~~~~ ~ CITY OF CARLSBAD SHEETS t----+--t------------------+---+---+--+---1 PLANNING DEPARTMENT 1 6 -~----~ --------------------i----t----t---+---t :===='-'======= LANDSCAPE PLANS FOR: VILLAGE BY THE SEA DATE DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL .... A~6rlt.io~VLED~,>Lt{-&.~~l--------s---0-a:, I ASSISTANT PLANNING DIRECTOR DATE ---.:.==========='. OWN BY: ----i --PR-OJECT NO. I DRAWING NO. ~:g :~--_ CT 01-10 _ 403-4L I-w (/) 0 w > 0 0::: CL CL <( i >-I--u bl ' ~ /' I / / ,=-' / .. /, ' R,O,W, PROPERTY UNE MB BUILDING 10 PG CARLSBAD BOULEVARD . ··· / / .................. ----,/ 'H ;f:1~t::$-x~t\~$~.: / / / / j / / / / / /' / , BUILDING 6 -;,-- / / PROPERTY LINE ~ R,O,W. l ' _J '·_.1, ' ,' . ' -- ME ME \ \ \ \ '. I ' J' . ,F.:f1/ I ,·· ········ ! / ; th >-2:-: ~,~ .... : I '•' ;••' , /• ·.,.., • \ j THESE TWO TREES SHALL HAVE AN EIGHT FOOT CLEAR TRUNK HEIGHT, (MEASURED FROM FINISH SURFACE TO BOTTOM OF CANOPY). ····~ /RROPERTY LINE ~ PLANTING NOTES 1. THE PLANTING PLAN IS DIAGRAMMANTIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS, PRIOR TO PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEAL TH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARCHITECT IF SUBSTANDARD IN SIZE, QUALITY OR HEAL TH. 3, PROVIDE WATERPROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON THE PLAN. 5, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING. 6, LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM ALL BUILDINGS AND FINISH GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION, 7. LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXISTING VEGETATION, TRASH, CLIPPINGS, ROCK AND OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. 8, PLANTING PITS SHALL BE T'MCE THE CONTAINER WIDTH AND DEPTH. 9. FOR BID PURPOSES, PLANTING PITS AND PLANTERS BACKFILL MIX SHALL BE ESTIMATED AS: EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX, PER CITY OF CARLSBAD LANDSCAPE MANUAL, BACKFILL SHALL BE PER SOIL TEST, 10. TREES AND SHRUBS SHALL BE FERTILIZED AT TIME OF PLANTING WITH 21-GRAM AGRIFORM TABLETS AT THE FOLLOWING RATES: GROUNDCOVER-(1) 7 GRAM TABLET 1. GAL SIZE-1 TABLET 15 GAL-5 TABLETS 36" BOX-10 TABLETS 5, GAL SIZE-3 TABLETS 24" BOX-8 TABLETS 48" BOX-12 TABLETS 11, STAKE 5 GALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING OF LARGER TREES SHALL BE DONE AT THE LANDSCAPE ARCHITECT'S DISCRETION. CONTRACTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD, 12, VERIFY TREE PIT DRAINAGE WITH 24 HOUR WATER FILL TEST PRIOR TO PLANTING. ALL BOXED TREES NOT DRAINING ARE TO HAVE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR COMPACTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN 24 HOUR PERIOD. 13. ALL PLANTING AREAS EXCEPT SLOPES SHALL BE BID, ASSUMING APPLICATION OF THE FOLLOWING AMENDMENTS TO THE SOIL AND TILLING INTO THE TOP 6" OF SOIL: 3 CU. YD./1000 S.F. NITFRIFIED WOOD SHAVINGS 100 LBS./1000 S.F, AGRICULTURAL GYPSUM 25 LBS./ 1000 S.F. 12-12-12 FERTILIZER CONTRACTOR SHALL PROVIDE A SOIL TEST, FROM AN AGENCY /FIRM APPROVED BY CITY INSPECTOR, OF CHEMICAL AND AGRICULTURAL ANALYSIS PRIOR TO APPL YING AMENDMENTS, PROVIDE A COPY OF TEST RESULTS TO LANDSCAPE ARCHITECT AND CITY INSPECTOR FOR APPROVAL PRIOR TO APPLICATION IN FIELD. QUANTITY AND TYPE AMENDMENTS TO BE APPLIED MUST BE OBSERVED INSTALLED IN THE BY THE LANDSCAPE ARCHITECT, (DO NOT APPLY WITHOUT L.A. PRESENT). SOIL LEACHING SHALL OCCUR AT L.A.'S DIRECTION. 14. POST PLANTING FERTILIZATION SHALL BE PERFORMED BY CONTRACTOR AT 30, 60, & 90 DAYS AFTER PLANTING, 15. PLANTS SHALL NOT BE PLACED WITHIN 12" OF SPRINKLER HEADS. 16. SHRUBS & TREES SHALL BE UNDERPLANTED WITH GROUNDCOVER AS SHOWN BY ADJACENT SYMBOL 17. GROUNDCOVER SHALL BE PLANTED USING TRIANGULAR SPACING AS NOTED IN LEGEND. 18, PROVIDE 3" THICK LAYER OF "MEDIUM GRIND MULCH", SUPPLIED BY BLUE RIBBON NURSERY, (714) 633-3666, FOR ALL NON-TURF AREAS HAVING LESS THAN A 3:1 SLOPE, AT THE CONCLUSION OF PLANTING OPERATIONS. PROVIDE SAMPLE FOR APPROVAL TO CITY INSPECTOR PRIOR TO DELIVERY TO SITE. R.O.W. 19, VINES SHALL BE SECURED TO ADJACENT FENCES, POSTS OR WALLS USING VINE TIES. 20. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF NINETY (90) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED AND WEED-FREE. ALL DEAD OR DYING PLANTS SHALL BE REPLACED DURING THE MAINTENANCE PERIOD. 21. CONTRACTOR SHALL GUARANTEE PLANT LONGEVITY AS FOLLOWS: TREES-ONE YEAR; SHRUBS, GROUNDCOVER, AND TURF -SIX MONTHS, ~OT eA~,e~ ~QUl~MENT 1. PROVIDE DEEP ROOT BARRIERS AT PERIMETER CURBING OR BUILDING FOUNDATION OF ALL PLANTING AREAS CONTAINING TREES WITHIN 6 FEET OF CURB OR BUILDING. BARRIERS SHALL BE 24 INCHES IN DEPTH. LENGTH SHALL EQUAL MATURE CANOPY WITHN, NO LESS THAN 20 FEET PER TREE. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. APPROVED FOR PLANnNG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANnNG AREAS. RCE REVIEWED BY: INSPECTOR "AS BUILT" EXP. DATE DATE 7 31 0 GE DATE INITIAL ENGINEER OF WORK sym latin name SHRUBS Co Abutilon hbd. 'Bartley Swartz' 0 Cuphea hyssopifolia 0 Aspidistra elatior ® Buxus m. j. 'Green Beauty' ~ Escallonia 'Newport Dwarf' ® Grewia occidentalis @ Lantana 'Radiation' © Phormium t. "Sundowner' 0 Pittosporum t. 'Variegata' ® Philodendron selloum e Breynia nivosa 'Roseopicta' II, Rhododendron x Kurume hbd. G) Rhododendron x indica @ Rumohra adiantiformis r·-.., Schefflera arboricola \,__+_,) CD Strelitzia nicolai 0 Zantedeschia aethiopica VINES v Bougainvillea 'San Diego Red' 'f Clytostoma callistegoides "1 Ficus repans ,:, Lonicera x heckrottii GROUND COVER CJ2] CJ2] F >\I [-;:~)(<· @ 0 c::=:J TREES AU ■ Ajuga reptans' Burgundy Lace' Begonia semperflorens white Begonia semperflorens red Fragaria chiloensis Gazania 'Sunglow' Gazania 'Burgundy' Ophiopogon japonicus Pelargonium peltatum 'White' Pelargonium peltatum 'Lavendar' Marathon #2 turf Arbutus unedo common name Chinese lantern Hawaiian heather Cast iron plant Green Beauty boxwood Newport Dwarf Escallonia Lavendar starflower Radiation lantana Sundowner flax Variegated pittosporum Philodendron Snow bush White Kurume azalea Pink Southern Indian azalea Leather1eaf fern Hawaiian elf schefflera Giant bird of paradise Common calla lily San Deigo Red bougainvillea Violet trumpet vine Creeping fig Coral honeysuckle Burgundy Lace carpet bugle Dwarf white bedding begonia Dwarf red bedding begonia Beach strawberry Yellow trailing gazania Burgundy gazania Mondo grass White ivy geranium Lavendar ivy geranium Turf TREES size 5 gal 5 gal 5 gal 5 gal 5 gal 15 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5 gal 5gal 5gal 5gal 5 gal 5 gal 5 gal 5 gal flats, 6" o.c, liners, 8" o. liners, 8" o.c. flats, 12" o.c. flats, 8" o.c, flats, 8" o.c. flats, 4" o.c. 1 gal 1 gal sod Strawberry tree 24" box AC * Archontophoenix cunninghamiana King palm 24" box AC3 * Archontophoenix cunninghamiana King palm w/ 3 trunk clump 24" box BB ♦ Bauhinia blakeana Hong Kong orchid tree 15 gal DA ... Dicksonia antarctica Tasmanian tree fern 15 gal ED ■ Eriobotrya deflexa Loquat 15 gal EC ♦ Erythrina falcata Coral tree 24" box FS ♦ Feijoa sellowiana Pineapple guava 24" box HF ♦ Hymenosporum flavum Sweetshade 24" box MG • Magnolia grandiflora 'St. Mary's' St. Mary's Magnolia 24" box ME • Meterosideros excelsus New Zealand Christmas tree 24" box PU ■ Pittosporum undulatum Victorian box 15 gal PG • Podocarpus gracilior Fem pine 24" box MB ... Rhaphiolipis Std. 'Majestic Beauty' Standard hawthome 15 gal SN ... Strelitzia nicolai Giant bird of paradise 15 gal SR * Syagrus romanzoffianum Queen palm 8' brn trk SP ■ Schefflera pueckleri Mallet flower 15 gal "I ~ ~ ~3' • e ~I Z "' 0 "' -"'" -0~ c.=:iz~ 0 0 ...lE->-< r.!) N 6 <Uf'll,_ "' . E-<~rn,-, 6 !!j~tJ~ "'. ou0 ....:i L)~ • <.>~"'., . ~ "'~ 0 • '-... A:;,,,, ., ~ "'z"' JI; .s i;l~ < ~ v; " -" ::,u>,o " . A;Bua: ., -~3~~ L) Q, .. 0 0 .. -.. "' " ~ " I _, " -00 " "' '5--o z "' ~ t, "'~ ~"" "' ., " Ul I 0 • ro ., 0 "0 N 1i::. ' ., "' 0 zw ~:; 0 ~E-< CI z ~-< rn ~" -; ,.,l:,, -"' 0 11, Ul "' -CL 0 "' "' " CL ~ <{ w U1 >-(J'/ z <( a:, z o_ r--w N 0 2 0 0 0, ~ :r: < u 0 (J'/ -z Cl:'. < > I-Cl:'. I-~~ 0 z w LL, w -' 0 0::: -' 2 :::i LL, < 0-' >-u o_ CD <C 0 u v CD 0 _J z <( w 0 .• 'Z -I CD > ~u fJ) w -' 0 -c5 w er: ;;: CD w < u -oo (_') (/) c., i Do z Nz ~ 0 <( <{ (/) <( 0 z w :r: _J <( Cl:'. u _J -z > 0 -I-u ::::) 0:: LANDSCAPE PLANS: I- (J'/ z 0 PLANTING u PLAN "---AND ~ NOTES I-w (J'/ 0 DATE 10/1/03 ~ 20' NORTH CONSTRUCTION CHANGE 1 @ BLDG. 10 --------. REVISION DESCRIPTION o· 20' 40' SHEET 80' 0 0:: Q_ ------L-13~ GRAPHIC SCALE: 1 "=20' 11 0 LB - - -----~·-~·- DATE INITIAL DATE INmAL OTHER APPROVAL CITY APPROVAL >-1- L--------~ u ~ CITY OF CARLSBAD ~ 3 PLANNING DEPARTMENT 6 --· LANDSCAPE PLANS FOR: VILLAGE BY THE SEA A //~k)--()J ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 01-10 403-4L RVWD BY: ·-v,--,Y,--.., ,~, wall _ _J ,+-----1,J NJ wall LI--,----·--::"'"-·-·--______ :, ~--------' __ J l ,, i i ' I ' j ' i :. -·---i ~---·-------·-·--·--_I :-·-~-- yo.L~_ ------·--·---··_J ; Af"l:-1-- • BUILDING I --uBUILD/NG 2 AC / BUILDING ff-,,,--- 20' o' 20· 4-0' 80' ------- NORTH GRAPHIC SCALE: 1"=20' • • HF 4 I i-.----J~ PROPERTY LINE, / --v' BUILDING 7 / ti,/fcl// BUILDING 5/j...---1, / / /1 /l oe-,,,,, BUILD/NC 6 j---t' / /1 / / / /': ' /!_J "AS BUILT,. APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE---EXP. ___ _ REVIEWED BY: INSPECTOR I \ t•-/ ! . •-4 i '· k---<' -; T. DATE DATE 0 ~ 0 • sym latin name common name size quantity SHRUBS "~ " zit • .::s • 3 I z s " 0 "' ;:l ~o-□o "~o'< □o ,.;iornO "'@ ~filrrl~ <> • :l !:: tlSI e <( • oG 0 u~ u~"':l • -" .... " . '--"" ~s ~z"' .,,. ~ :'] 0 cn-,;:<:z; ~U:,-.o "'0 ci25u-~ _.,!I jz:1> u 0, <OZ .. •. 10.,~ 0 0 .. rl .. 0 Abutilon hbd. 'Bartley Swartz' Chinese lantern 5 gal 8 0 Cuphea hyssopifolia Hawaiian heather 5 gal 194 0 Aspidistra elatior Cast iron plant 5 gal 58 © Buxus m. j. 'Green Beauty' Green Beauty boxwood 5 gal 438 "' Escallonia 'Newport Dwarf Newport Dwarf Escallonia 5 gal 0 ® Grewia occidentalis Lavendar starflower 15 gal 9 @ Lantana 'Radiation' Radiation lantana 5 gal 104 © Phom,ium t. "Sundowner' Sundowner flax 5 gal 187 0 Pittosporum t. Variegata' Variegated pittosporum 5 gal 52 @ Philodendron selloum Philodendron 5 gal 26 "'" e," I rll :0 rl CJ) "" "' oi~ :oo z<> "'" >~ -<~ :C"" 0, 0• 00 tj [I] .. 0 ,:o N :5;,: ,. .. 0 .,,._ 0 zr,:i 0 z~ 01 z "rl -,: ;,.. ""' -; i,;m rl"' 0 ~ "' 0 "- " u; " u_ 0 Breynia nivosa 'Roseopicta' Snow bush 5 gal 12 ® Rhododendron x Kurume hbd. White Kurume azalea 5 gal 10 CD Rhododendron x indica Pink Southern Indian azalea 5 gal 51 @ Rumohra adiantifom,is Leatherleaf fem 5 gal 291 0 Schefflera arboricola Hawaiian elf schefflera 5 gal 0 CD Strelitzia n icolai Giant bird of paradise 5 gal 12 (') Zantedeschia aethiopica Common calla lily 5 gal 24 VINES V Bougainvillea 'San Diego Red' San Deigo Red bougainvillea 5 gal 10 'f Clytostoma callistegoides Violet trumpet vine 5 gal 14 '1 Ficus repans Creeping fig 5 gal 23 '7 Lonicera x heckrottii Coral honeysuckle 5 gal 35 <{ GROUND COVER w (/) >- c:::J Ajuga reptans' Burgundy Lace' Burgundy Lace carpet bugle flats, 6" o.c. - 0 Begonia semperflorens white Dwarf white bedding begonia liners, 8" o. 229 • Begonia semperflorens red Dwarf red bedding begonia liners, 8" o.c. 284 I I Fragaria chiloensis Beach strawberry flats, 12" o.c. I I Gazania 'Sunglow' Yellow trailing gazania flats, 8" o.c. I-:: ,I Gazania 'Burgundy' Burgundy gazania flats, 8" o.c. ~ Ophiopogon japonicus Mondo grass flats, 4 • o.c. ' 0 Pelargonium peltatum '\/Vhite' White ivy geranium 1 gal 98 ® Pelargonium peltatum 'Lavendar' Lavendar ivy geranium 1 gal 106 c=J Marathon #2 turf Turf sod - TREES TREES AU • Arbutus unedo Strawberry tree 24" box 23 z <( co Q_ r--w N ::'2: 0 0 Ol :r: -< u D z D::'. <( ....... D::'. f---<( 0 z Gj z D::'. u. w __J 0 _J 2 ::, LL -< -0 __J >-0 Q_ m -< 0 u CD 0 _J z <( w 0 --I m > i;;:u (/) w >i'S _J 0 w D::'. <C m -< 0 -oo (/) ~ ~ Oo Nz <{ (/) -o <( D w _J z D::'. <( _J AC * Archontophoenix cunninghamiana King palm 24" box 19 - AC3 * Archontophoenix cunninghamiana BB ♦ Bauhinia blakeana DA "' Dicksonia antarctica ED • Eriobotrya deflexa EC ♦ Erythrina falcata FS ♦ Feijoa sellowiana HF ♦ Hymenosporum flavum MG • Magnolia grandiflora 'St. Mary's' ME • Meterosideros excelsus PU • Pittosporum undulatum PG • Podocarpus gracilior MB "' Rhaphiolipis Std. 'Majestic Beauty' SN "' Strelitzia n icolai SR * Syagrus romanzoffianum SP • Schefflera pueckleri DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION King palm w/ 3 trunk clump 24" box 12 > Hong Kong orchid tree 15 gal 9 Tasmanian tree fem 15 gal 16 Loquat 15 gal 7 Coral tree 24" box 0 LANDSCAPE PLANS: Pineapple guava 24" box 11 Sweetshade 24" box 9 St. Mary's Magnolia 24" box 10 New Zealand Christmas tree 24" box 0 PLANTING PLAN Victorian box Fem pine Standard hawthorne Giant bird of paradise Queen palm Mallet flower e-----+---1-----1---1 DAT£ INrfW. DATE INITIAL OTHER APPROVAL CITY APPROVAL 15 gal 8 24" box 20 15gal 0 15 gal 6 8' brn trk 7 15 gal 10 AND LEGEND DATE 5/1/03 SHEET L-14 Prn7 CITY OF CARI.SHAD I SHEETS I ~ PLANNING DEPARTMENT 1 6 LANDSCAPE PLANS FOR: VILLAGE BY THE SEA MfiFOVE9'-v1 ~ I -"'&~.LI_,_/~ ~~,t._f -------5""-/ .J--03_ ASSISTANT PLANNING DIRECTOR DATE . DWN BY: --- CHKD BY: __ _ RVWD BY: PROJECT NO. CT 01-10 I DRAWING NO. _ 403-4L I-w (/) 0 w > 0 O::'.: Q_ Q_ <( ~ >-I-0 -u "' ' ~ 1/8" x 4• TREX LANDSCAPE EDGING TURF ./ / I I \ \ "- SECTION SI.JP JOINT DETAIL 1 /8" x 4• TREX LANDSCAPE EDGING PLANTING AREA PLAN \ J ® LANDSCAPE EDGING 1 15" METAL STAKES @ 32" D.C. PLANTING AREA NTS WALL OR COLUMN SPREAD AND SECURE TO WALL OR FRAME REMOVE NURSERY STAKE CONCRETE FOOTING SET ROOTBALL TIGHT TO FOOTING REMOVE ANY EXCESS CONCRETE 6" WIDE WA TERI NG BASIN SECTIQ!i 0 PLAN CURB 2' (WHERE APPLICABLE} PLANTING AT WALL ROOTBALL r FINISH GRADE 2• BELOW TOP OF PAVING BACKFILL MIX Fli;~U :_1~1,1-1 -1!1--PAVED SURFACE PER PLAN NTS ---1 I I -'1=-'=Tff:_-:::'1; :,__;_,_0 -ITj_~' -~-~~· '\;'.°EXISTING SUBGRADE ROOT B(,\RRIER AS REQ D BACKFILL MIX ._ •. I(• .. _ .. -• . f-,L ·: io (SEE DETAIL) R00TBALL NOTE• 1. ROOT BARRIERS SHALL BE INSTAIJ..£0 \IHEN TREES ARE 'MTHIN 5' Of HARDSCAPE DO NOT ENCIRCl.E 1REE IF POSS11lt£ U.N.O. (INSTALL PARALLEL TO WALKS & CURBS). (10' EACH SIO£ Of TRUNK MEASURED PARALLEL TO HARDSCAPE X 24" DEEP). 1 @TREE ROOT BARRIER NTS MEDIUM REDWOOD BARK BACKFILL MIX: 1 /2 BANDIN! POTTING SOIL 1/2 NITROLIZED BARK FIL 1ER RABRIC PRIOR TO PLANTING, FlU HOLE FULL 'MTH WATER & ALLOW TO PERCOLATE CO~PLETEL Y INTO SUB-S<JL DO NOT ASSIST OR DISTURB PERCOLATION RATE. @CONTAINER 1 PLANTING NTS GROUNDCOVER TO BE PLANTED FROM FLA TS, CUTTINGS, LINERS OR ONE GALLON CONTAINERS PER PLAN. 1[( s /t I PREPARED SOIL-SEE PLANTING NOTES ~.i / '4 ~~~~~~:~~~~~:T:i FOR SQ.FT. PLANTS WILL COVER - ~ .. 0 0 0 " " " .. 0 0 0 0 0 .. 0 0 0 8 64 PLANTS 100 PLANTS 4• 7 SQ. FT 11 SQ. F 6" 16 25 U)t=: " " " .. ., 0 " " " 8" 28 44 10' 45 70 12· 64 100 w ill 15• 100 156 18" 144 225 24" 256 400 SQUARE TRIANGULAR SPACING SPACING 1 @GROUND COVER PLANTINGNTS i· .:.::.::..::_,j : !1 -'\-~ I, " ·-·-·· 1 ,,1 • 11" 11 ==, i!i, .·-:-1 ii NOTE-ALL 15 GAL & 24" BOX TREES SHALL BE STAKED .,-{['--PREVAILING WIND 2• DIA. PINE LODGE POLE STAKE CINCH-TIE W/ GALV. NAIL (BY VIT}; USE 4 PER TREE SHREDDED NITROLIZED BRK MULCH, 3• DEEP MIN. COVER, MOISTEN AFTER PLACEMENT 4" WA TERlNG BASIN // FINISH GRADE ---FERTILIZER TABLET PER NO TES, PLACE --·1· ,~--•=--';-'I. I -' :~ z . :a; J.vt-11JJJ~~~ IN SOIL AT 1 /3 OF PIT DEPTH · =,:,:. AMENDED SOIL BACKFILL PER NOTES l-Jfr~P)f'.-i+J~~-1-lljjj.;;;-;;;;•~-PLANT PIT-2x WIDTH, 2X DEPTH OF "-I ~ 111 DEPTH OF ORIGINAL ROOT BALL BUBBLER ( 2 PER TREE), IN 6" PER FORA TED PVC PIPE (2), FILLED W/ 3/8" CRUSHED GRAVEL /('--4" DIA. AUGER HOLE FILLED W/ 3/8" CRUSHED GRAVEL 2'-o• BELOW ROOT BALL MIN. 1 DOUBLE STAKED TREE NTS 15 (install deep watering device only where street trees are associated with tree grates). PALM TRUNK -BTH PALM CROWN 1 • ABOVE FINISH GRADE 2" BARK MULC FINISH GRADE Gi)PALM 15 NOTES, 1. TIE PALM FRONDS TOGETHER 'w'ITH HORTICULTURAL STRETCH-TIE TAPE. KEEP FRONDS TIED FDR 60 DAYS FOLLD'w'ING TRANSPLANTING. TAPE MAY BE REMOVED EARLIER 'w'ITH 'w'RITTEN APPROVAL FROM O',,'NER. 2. \./ATER JET BACKFILL DURING PLANTING TD PROVIDE MAXIMUM STABILITY. 12' CLEARANCE FINISH GRADE Lr----tr·T,=-T'-. i..l.l .1.;;I-=---PLANTING TABLETS I I !-! (3" BELOW GRADIE) ----, ' ,-PLANT PIT W/ ROUGHENED SIDES PALM BACKFILL (COURSE GRADED SAND OR EQUIVALENT) 2x 'w'IDTH OF R □□TBALL DIAMETER TREE PLANTING NTS 0 ~ 0 • '-'" " z" • _ .. zj • ~I Z ., _§ :l"' 0 ""-o); °"~z~ 0" ..,:iE--H{J "'@ -:i:uin_ 0, • 1:-<r.:I CflE-, < ~ ~t:~;i ~o u~ ou :l ui,:°' • . "' <0.H A• "-oZ < .. i;.:i~Z~ "'E m<r,-0:z 00 " " " =iu>-,o ~_,i Q~~il: j~s~ u 0. ..;• .., '""' o,. ~ .. ,., " H _, I _, o~ 001,l .,_ ;, a z<> "'" ,.-<>< >-<( .... rn " . "' 0rn ~ ~ 0 '"" 6~ 0 '"" 0 zr,i a zE-< 01 z "'~ . <(~ "' "' 3 : ~ U} ~"' . 11. -Q' 0 CL ., u, I'-CL - <( w (/) >-z <( CX'.) 0.. "' w N 2 0 0 CJ> I <( u 0 z -0:: <( I-0:: f-<( -> z 0 z w 0:: u.. w -' 0 -' 2 :::, u.. <( 0 ....J >-u 0.. [D <( 0 u CD 0 _J z <( w 0 --I [D > i;;:u (/) w -' D > ~ D:'. w (3 <( [D -oo (f) c., ~ Oo Nz <( (f) ~ 0 <t: 0 w _J z 0:: <( _J -> LANDSCAPE PLANS: PLANTING DETAILS DATE 5/1/0.3 SHEET L 15 fsi:iE_ITl CITY OF CARLSBAD I SHEETS I t----t----t---------------11----+---+---t----l ~ PLANNING DEPARTMENT 1 6 _ t----t----t---------------11----+---+---t----l ® POT PLANTING 1 NTS APPROVED FOR Pl.ANTING AND /RR/CATION ONLY, INCLUDING PRECISE LOCA T/ON OF Pl.ANTING AREAS. "AS BUILT" RCE___ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE LANDSCAPE PLANS FOR: t----+---+--~--------------------+----11---+---+-----< VILLAGE BY THE SEA A~OV~:'A ~~"""",.____L__J£~~c:.L--------S-:13-0J' ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITw.. DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: --PROJECT NO. I DRAWING NO. ~~g ::--CT 01-10 _ 403-4L I-w I.I) 0 w > 0 0::: 0... 0... <( >--I--u SECTION 02481 SOIL PREPARATION AND FINISH GRADING PART 1 -GENERAL 1.1 DESCRIPTION A. Work included: This work shall consist of preparing the surface strata of soil for planting including but not necessariy limited to: 1. Topsoil placement, 2. Soils testing. 3. Placement and incorporation of sott amendments, 4. Finish grading, 5. Any incidental work not shown or specified which can reosonably be inferred as part of the work. B. Related work: Section 02490 -Planting 1.2 SUBMITTALS Test results Delivery statements 1.3 QUALl1Y ASSURANCE A. Work shall be performed in accordance with best standards of practice relating to l'(J"ious trodes under continuous supervision of competent foreman, capable of interpreting Drawings and Specifications. B. Herbicide applicator shall be licensed by State of California. 1.4 DELIVERY, STORAGE AND HANDLING Containers: 1. Containers shall be unopened at delivery and respective labels shalt show contents. 2. Store containers off the ground and protect from the weatha-. 1.5 PROJECT SITE CONDITIONS A. 'wilen existing (stockptted) srnl is available the Contractor shall check with General Contractor to determine the quantity, location and when soil can be moved into the planting area. Stockpiled soil is to meet conditions described in section on material standards. B. No soil shall be moved into areas when either the soU or existing grade is loo wet or dry, or when deleterious moterials ore presenl PART 2 -PROOUCTS 2.1 TOPSOIL A. Source: Off-site borrow taken fronn source acceptable lo the Landscape Architect. 8. Acid-alkaline range: pH 6.0 to 7.0. C. Free of pests, pest larvae and matter toxic to ~ants. D. Percent of organic manner: '.7t minimum. E. Maximum7.3ly volume slag, cinders, stones or other extraneous material exceeding 1 /2 inch diameter. F. Free of noxious weed seed, pathogenic viruses, herbicides or chemicols tho! inhibit plant growth. G. Tests and sampling of topsoil: 1. Sampling by Contractor: By certified agronomic soil testing laboratory ot three locations per Landscape Architect. 2. Tests: Organic matter, nutrient analysis, textural anolysis and salinity test. Provide amendment recommendations by testing lab. 2.2 SOIL CONDITIONERS A. Peat: Canadian Peat f.toss B. Herbicides: As required upon Landscape Architect's approval. C. Fertilizer: 1. Preplanting fertilizer shall be long lasting, controlled release, uniform in composition, free flowing, suitable for application with approved equ~ment and shall contain the following minimum ovaiable percentages by weight of pion! food: For lawn areas: N-P-K ratio as required from soil reporl For shrub areas: N-P-K ratio as required from soil report. 2. Post-planting fertmzer shall be organic base, loog lasting, nonburning, slow release, free flowing, suitable for application with approved equipment and shall contain the following minimum available percentages of weight of plant food with trace minerals of Yo iron ood 5% sulfur: For lawn and shrub areas: N-P-K ratio of14-7-3. 3. Planting tablets shall be tightly compressed chip twe commerciof grade plant tablets with the following available percentages of weight of plant food: For 21 gram tablets: N-P-K ratio of 20-10-5. For 5-7 gram tablets: N-P-K ratio of 12-8-8. D. Organic son amendments: derived from Redwood or Fir bark, suppl~g several gradient degrees of breakdown, with non-ionic wetting agent, stabilized with nitrogen (0.5 %) and having the following properties: 1. Salinity: Saturation extract conductivity (e.c.) shall not exceed 1.75 ot 25 degrees centigrade. 2. Organic content: minimum 90% by weight. 3. pH: 5.5 lo 6.0 E. Minerals: 1. Soi Sulfur (s) shall be elemental sulfur (99.5% minimum~ 2. Ferrous Sulfate shall be in pellets or granular form containing not less than 1/I metallic iron. Material shall conform lo the Agricultural Code of the Stole of California 3. Agricultural Gwsum (CaS04-2H20) shall be commercially processed and packaged gypsum with minimum 00 grade containing 14 % minimum combined sulfur. 4. Lime ( CaC03) shall be calcium carbonates lime. F. Soil penetranl: 'Sorvon' brand. G. Water: 1. Source: irrigation system P.O.C. 2. Quality. potable PART 3 -EXECUTION 3.1 Inspection A. Examine areas to receive soil preparation to assure work of other trooes hos been completed. B. Verify grades with Landscape Architect prior to beginnillg soi preparation. C. No soil preparation shall be performed until oil structures and walls and construction items (including irrigation mains and drainage lines) have been ill stalled. D. The site shall be free of weeds, trash and deleterious materials prior to soil preparation. E. Verify that plants to remain hove been undisturbed. F. Do not proceed with soi preparation unrn unsatisfactory conditions are corrected. 3.2 SOILS ITST RESULTS A. After rough grading, soil samples shall be token from enough locations on the site to represent an adequate cross section of conditions. B. Soi test shall be performed by a soil testing laboratory (pre-approved by the City). The test shall indicate but not be limited to the following: organic molter, N,P,K, pH, EC, soi texture( sITt, cloy, sand), recommendations for amendments, leaching, and maintenance fertilizations. C. The results and recomendations of the soil testing laboratory shall be submitted to ond approved by the City. The approved recommendations for amendments and backfill shall be incorporated into the landscape plans prior to the start of construction and shall become partof the approved plans. Products specified by product name by the soil lob in the recommendations may be substituted with 'or equal" products approved by the City. 3.3 PERFORMANCE A. Subson: 1. Scarify subsoil in all areas to be planted io depth of 6 inches prior to placement of topsoil. The soil shall be mode loose and friable. 2. Remo\\:! rocks and other objects over 2 inches diameter. B. Topsou: 1. In areas scheduled for seeding or sodding of lawn place topsoH from stockpie to minimum depth of 4 inches over all areas. 2. In areas scheduled far ornamental groundcovers, place topsoi to 2 inch 3. Do not place topsoil on slopes exceeding 3: 1 gradient. C. Incorporation of Soil Amendments: 1. Place additives uniformly in accordance with specifications and Landscape Architect's direction per soil test results and recommendations and incorporate to depth of 1 inch by raking or other approved method. 2. Rake, drag, roll and smooth the surface until free of hollows and ridges and it conforms to established grade plus or minus 1 inch in 10 feet. 3. Ap~y pre-emergent herbicide control ill accordance with the manufacturer's recommendations and any ap~icable governmental agency. D. Finish grade: 1. Upon completion of rolotilling and topsoil placement, all areas shall be watered lo settle sott. 2. v.ten the soil has dried sufficiently to be reodny worked, all lawn IJld planting areas shall be graded to previously established grades. 3. Grades not otherwise indicated shall be uniformly ievel or sloping between points where elevations are given. Finish grade shall be smooth, even, uniform plane without abrupt change of elevation 4. Soil areas odpcent to buildings shall slope away from the building to allow for a natural run-off of water, and surface water shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off of water. 5. Low spots and pockets shall be graded to drain properly, maintain 2,: minimum slope. 6. Finish grade of all planting areas shall be brought flush with curbs and paving la assure positil':! drainage over the surface. 7. l.tinor adj.Jstments of finish grades shall be mooe at the direction of the Landscape Architect, if required. 3.4 CLEANUP A. Immediately clean up spills, soil, conditioners on paved and finished surface areas. B. Remove debris and excess materials from project site. END OF SECTIDN SECTION 02491 PLANTING 1REES, SHRUBS AND GROUNDCOVER PART 1 -GENERAL 1.1 DESCRIPTION A. Work included: Provide all labor, materials, and equipment required to complete work indicated on Drawings, complete in place and approved, including but not necessartty limited to: 1. Purchase of plants 2. All planting, including ground cover 3. Inspection and certifications 4. Guarantees 5. Clean up 6. Stoking B. Related work: 1. Documents affecting work of this Section include, but are not necessorny limited to, General Conditions and other Sections of these Specifications. 2. Section 02441: lrr~ation system, Section 02481: Soil preparation and finish grading. 1.2 QIJALl1Y ASSURANCE Work shall be performed in accordance with best standards of practice relating to various trodes under continuous supervision of competent foremoo, capable of interpreting Drawings and Specifications. 1.3 EXISTING SITE CONDITIONS A. Prior to excavation for planting or placing of stakes, locate all electric cables, conduits, sprinkler valves, all utility lines so that proper precautions may be taken not lo damage such improvements. In event of confiict between such lines and plant locations, promptly notify Landscape Architect who shall arrange for relocation for one or other. Failure lo follow this procedure places upon Contractor responsibility for ( at his expense) making any and al repairs for damage resulting from work hereunder. B. Verification of dimensions: All scaled dimensions ore approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions and quantities and shall immediately inform Landscape Architect of any discrepancy between Drawings, Specifications and actual conditions. No work shall be done in any area where there is such a discrepancy, untl approval for same hos been given by Landscape Architect. 1.4 SCHEDULING/SEQUENCING A. After soil has been prepared as called for in Section on soi preparation, irrigation system has been installed, tested, and conditions are favorable to plant, Contractor shall request approval to start planting from Landscape Architect. B. lrr~ation and landscape work may be done concurrently, however, planting work may not stort in any section prior to inspection ond approval of irrigation work. 1.5 SUBSTITUTIONS A. No substitutions from specified plant materials win be permitted, unless substitute materials are approved in advance by City Inspector and LA, and substitutions are made al no additional charge to Owner. If accepted substitute materials are of less value than those indicated or specified, contract price wiB be adj.Isled in accordance with provisions of contract. 1. 6 SUBMITT ALS A. Source of materials shall be furnished if requested by Owner or Landscape Architect. B. In addition to any other certificates specified, Contractor shall furnish a certificote with each delivery of bulk material staling source, quantity, t)1Ml of material, and that material conforms lo Specification. These certificates shall be submitted to Landscape Architect prior to start of moilltenance period if required by Owner. 1.7 GUARANTEE ANO REPLACEMENT A. All plantings shall be guaranteed for time period specified in Planting Noles. Any material not growing properly during this period shall be reploced by Contractor within seven (7) dar-i of receipt of written rrotice by Landscape Architect. Contractor's guarantee may be extended in cases where plants are slow to establish. If Contractor fails to make replacements within the lime limit, Owner may replace them at Contractor's expense ofter duly notif~ng him. PART 2 -PRODUCTS 2.1 PLANT QUANTITIES AND TYPES A. Plant materials shall be furnished in quantities and/or spacing os shown, or noted for each location, and shall be of species, kinds, sizes, etc., as symbolized and/or described in Plant Legend on Drawings. 2.2 PLANT MATERIAL STANDARDS Plant material indicated on Drawings and herein specified shall conform to following: A. Nomenclature: Plant names listed in Plant Legend conform to ·standard Plant Names' established by American Joint Committee on Horticultural Nomenclature, except for names not covered herein, with which custom of nursery is followed. B. Condition: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or egqs, shall have healthy, normal root systems; well Alling their containers, but not to point of being root bound. Plants shall not be pruned prior to delivery, except as authorized by Landscape Architect. In no case shall trees be lopped before delivery. C. Dimensions: Height and spread of plant material shafi be measured with branches in normal position and shall be as indicated on Drawings. Caliper of trees shall be measured 2'-o• above surface of ground. 'llhere caliper or other dimensions of any plant materials ore omitted from 'Plant Legend', it shall be average stock for type listed. APPROVED FOR PLANTING AND /RR/GA TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. D. Inspection: All plant materiofs shall be subject to inspection ond approval by Landscape Architect before planting. All plants supplied to project (whether planted or not) ore subject to rejection by Landscape Architect. E. Plant list: As indicated on Planting Pion. F. Sizes of plants: Shall be as staled in P1ant Legend. Container stock (l, 5 and 15 gallon) shall hove been grown in containers for period of time sufficient to develop root growth sufficient to hold soi ball together lo side and bottom of container in which it was delivered. G. Plants not approved: Remove from site immediately and replaced wit!, suitable plants. Landscape Architect may reject entire lot of plants represented by defective samples. 2.3 SOIL CONDITIONS -see Sections on grading, drainage, and soi preparation standards. PART 3 -EXECUTION 3.1 PLANTING -GENERAL A. Relative position of oil trees and plants is subject to approval by Landscape Architect and they shall, if necessary, be relocated as directed os port of contract. B. Plant pits shan be minimum width 2x larger than root ban. If percolalioo is such that waler will not drain from hole overnight, Contractor shall toke caution not to over water plants. C. Plants shall be set so that, when settled, they bear some relation to required grade as they bore lo natural grade before being trans~onted. Each plant shall be planted in center of pit, backfilled with prepared soi; unless otherwise specified. No soi in muddy condition shall be used on backfilling. No filling will be permitted around trunks or stems. All broken or frayed roots shall be properly cut off. D. Plants shall not be allowed to dry out before or white being planted. Kee~ exposed roots moist by means of wet sawdust, peal moss, of burlap at all times during plant operations; do not expose to air except while being placed in ground. Willed plants, whether in place or not, will not be accepted and shall be replaced at Conlraclor's expense. E. Landscape Architect shall make periodic inspections during planting. Any plants not properly handled, spotted or planted shall be subject lo removal and replacement. F. In event that underground construction work or obstructions are encountered in planting operation, alternate locations will be selected by Landscape Architect. Location operation wil be done at no eKlra cost to Owner. 3.2 PLANTING OF 1REES A. Specimen trees shaH be approved by the Landscape Architect within 30 days of the award of contract or 48 hours before delivery, whichever comes first. Any specimen trees delivered to the job-site damaged or changed from the written appro'I(] are subject to re jeclion. B. No trees 15 gallons and over shall be planted in a hole that will not naturally drain overnight after having been half-filled with water. Tests shall be conducted to make this determination and Landscape Architect notified of this condition prtor to ~anting. C. All specimen, occurring in sodded or ground cover areas shall be planted before final preparation of those areas. D. Stake and guy all trees indicated on the plans ood/or as required to promote optimum stability. 3.3 PLANTING SHRUBS AND VINES A. All vines shall be removed from slakes, untied, and securely fastened in on approved manner to wall, fence, or other surface next to which they are planted. B. Set plants in center of pit, in vertical position, so tho! ofter oRowing for watering and settling \he crown of root ball shall be 1" above surrounding finish grade lo prevent water accumulation at the crown .. 3.4 INSTALLATION OF GROUND COVER A. Plant ground cover in areas designated on plans. 8. Ground cover stored on the site shall be kept moist and free of insects and weeds. C. Ground cover shall not be planted until inspected by Landscape Architect. D. Ground cover planted from flats shall be planted with fiat soi intact with roots. SOD PLANTING A. Remove rocks, weeds, debris from areas lo be sodded. Work up soi to o depth of 6 inches and break up all clods. B. Carefully smooth all surfaces to be sodded. Roll area to expose soi depressions or surface irregularities. Regrade as required. C. Spread turf fertilizer, 16-20-0 (or similar) onto soil evenly at a rate of 1 lb. per 100 sq. ft. of lawn area. Rake in lightly. Be sure soi is level and smooth before la~ng sod. Do not lay sod onto bone CJ"Y SOil D. Lay first strip of sod slabs along a straight line. Use a string in irregular areas. Butt joints lightly, do not overlap edges. On second strip, stagger pints much as in la~ng masonry. Use a sharp knife lo cut sod to fit curves, edges, sprinkler heads. E. Do not lay whole lawn before watering. Wnen a properly large area has been sodded, water lightly to prevent dr~ng. Continue to lay sod, and lo water unti installation is complete. F. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soi. Avoid heavy roller or excessive initial watering which may cause roller marks. G. Water the completed installation thoroughly. Cycle irrigation lo achieve saturation lo 8' deep. Repeat irrigation at intervals necessory to maintain moist sou until lawn is rooted into substrate. After sod is established, decrease frequency and increase amount of water per application as necessary. H. Replace all dead or d~ng sod with some voriey of material os or~inally installed. 3.5 FERTILIZER A. Install chip twe Fertilizer Tablets per the planting notes. 3.6 WA TIER BASINS A. Prepare raised water basin as wide as plant bans al each plant. Water thoroughly, backfilling any voids with additional prepared ~anting mix. Do not basin flat sized plants. Remove all basins prior to ~anting of lawn and ground cover. 3.7 1.tULCH A. Contractor to install 3' thick layer of shreaded nitrolized redwood bark mulch in aH non-turf areas less sleep than 3: 1. Submit mulch sample to City Inspector and Landscape Architect for approval prior to bulk delivery to pb site. 3.8 WATERING: A. Immediately after planting, water shall be applied to each tree, shrub and vine, by means of a hose. The water shall be applied in a moderate stream in the planting holes and unttt the material about the roots is moist from the bottom of the hole lo the top of the ground. B. Following the planting of ground cover plants, furnished in flats, eocli plant shall be immediately and thoroughly watered. C. Plants not efficiently watered with existing waler system, shall be watered with hose. D. Apply water in sufficient quantities, and as often os seasonal conditions require to keep the ground moist al all times to the depth of the root system of grass and plants. 3.9 PROTECTION Contractor shall carefully and continuously protect areas included in contract; including plant materials, fences, supports, etc., untl final acceptance by Landscape Architect. 3.10 CLEAN UP Upon completion of Work in this Section, remove rubbish, trash, and debris resulting from operation. Remove disused equipment ond implements of service and leave entire area involved in a neat acceptable condition such as to meet approval of Landscape Architect. 3.11 MAINTENANCE A. Maintain all planting areas in a vigorous, thriving condition by watering, cultivating, spra~g, washing off walks, and any other necessary operations during the entire period of installation and until flflal occeptonce by Landscape Architect. B. Calendar: Maintenance period shall be calculated from final acceptance by Landscape Architect. C. Improper maintenance which may cause the poor condition of planted material al termination of the scheduled contract period will cause postponennent of final acceptance of work. Maintenance of all areas shall continue at no additional cost to Owner until all work is accepted. D. All areas shall be kepi free of debris and off areas shall be weeded and cultivated ot intervals of not more than ten (10) days after ooy area hos been completed. E. The Landscape Contractor shall be responsible for maintaining adequate protection of all areas. Damaged areas shall be repaired immediately at the Landscape Contractor's expense. F. Post fertilize oil areas after thirty (30) and ninety (90) days of maintenance with twenty (20) pounds per 1,000 square feet of post-planting fertilizer. G. After thirty (30) days, all weeds shall be removed by hood after watering to assure root removal. Application of Dymid and Treflan or equal pre-emergence weed control shall be applied when in opinion of Landscape Architect pro~ct is infested with weed seed and further weeding 1dl become an unnecessary burden lo Owner. H. Contractor shall coll for an inspection after each thirty (30) days of maintenance. I. Maintenance shall continue for period specified on Planting Notes. END OF SECTIOO ~ • C ,; • a "' '" a~ a o "'C o,8 • 8 <( • u ~ • . :,, " . ":l° "" " OJ C __, C ., . -<-u" a • a,. -.. I """ Ea"' _, :,- OJ"" " oi-:,o z"' ~~ <(" ><◄ <( .. en Q • "' <( 0 ~g N 0 r." a 0 al z ,,,_ "' "' --; _ .. 0 °' -0 0.. "' (/) " 0.. <( w (/) >-z <( Cl'.) 0.. ,-.. w N 2 0 0 0, :r: <( u 0 z a:: <( I-a:: I-<( - 0 z >Z LL w a:: ...J w ...J 0 L ::::, LL <( 0 ...J >-u 0.. (D <( 0 u CD ci _J z <( w 0 --I (D > ~u Cf) w ...J 0 >i:5 a:: w <( <C m u U) oo c., ~ Oo Nz <( U) -o <( 0 w _J z a:: <( _J -> LANDSCAPE PLANS: PLANTING SPECIFICATIONS DATE 5/1/03 SHEET L-1 6 i====c==r====================J===1==J===1==Jr;::;::::::::::::::;-;::::::;~~::;;;:::;;:;:::::::;:;::;::::;;;::;;;:::;;:;:;;;:::::::::;;::::;-;:::::::--;-:~ l----+---+---------------1-------t-----+----1---l rn1 I Cl11LAN~!G ~~~BAD I CTrJ LANDSCAPE PLANS FOR: "AS BUILT" VILLAGE BY THE SEA RCE __ _ EXP. ___ _ DATE A~OVEi:,,_ -,I.... ~/J-OJ REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITL'.l. DATE INITIAL OTHER APPROVAL CITY APPROVAL ASSISTANT PLANNING DIRECTOR DATE ============ OWN BY: ---=----_-, PROJECT NO. I DRAWING NO. ~~g ~r . CT O 1_-_1 O __ __,_ 403-4L f-w (11 0 w > 0 a::: Q_ Q_ <( ~ >-f-0 -u w ' ~