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HomeMy WebLinkAboutDWG 402-2U; CT 03-01; LA COSTA RESORT & SPA - RESORT VILLA PHASE 2; 01-35CONSULTANTS OWNER'S REPRESENTATIVE KSL DEVELOPMENT CORPORATION 2100 COSTA DEL MAR ROAD CARLSBAD.CA 92009 TEL: (760)564-7146 FAX: (760)929-6310 CONTACT: CHEVIS HOSEA LANDSCAPE ARCHITECT FORREST K. HAAG, ASLA, INC. 1254 N. COAST HWY. LAGUNA BEACH, CA. 92651 TEL: (949) 376-9066 FAX: (949)376-9067 CONTACT: FORREST HAAG CIVIL ENGINEER HUNSAKER & ASSOCIATES 10179 HUENNEKENS STREET, SUITE 200 SAN DIEGO, CA 92121 TEL: (858) 558-4500; FAX (858) 558-1414 CONTACT: JASON DAWSON VICINITY MAP POINSETTIA LN ABBREVIATIONS ' DIAMETER (33.60) EXISTING SPOT nEVATION FF FIN'<;H FLOOR nEVATION 33,60 PROPOSED SPOT ELEVATION GF GI .AGE FLOOR ELEVATION HT HEIGHT PE PAD ELEVATION BCR BEGINNING or CURB RADIUS TW TOP OF WALL ECR ENO or CURB RADIUS TF TC~ or FOOTING ELEVATION TC TOP or CURB BW BOTTOM or WALL BC BOTTOM or CURB TS TOP OF STEP EJ EXPANSION JOINT BS BOTTOM or STEP SJ S:ORE JOINT CB CATCH BASIN SC SAW CUT FG FINISH GRADE R RADIUS F'S FINISH SURFACE RDWO REDWOOD HP HIGH PO:NT HOR HEADER LP LOW POINT LA LANDSCAPE ARCHITECT FL FLOW LINE MIN MINIMUM oc ON CENTER MAX MAXIMUM CB CATCH BASIIN MJ MASTIC JOINT TG TOP OF GRATE ELEVATION TYP TYPICAL INV INVERT ELEVATION PA PLANTING AREA BB BOND BEAMI ELEVATION F/C FACE or CURB OG DECOMPOSED GRANITE PA PLANTING AREA .ro AU~N ® ATRIUM DRAIN ,.o,i GRADIENT IIN PERCENTAGE 0 DECK DRAIN 4:1 RATIO: 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEl~rfT m TURF ORAIN B RIDGE ,.--31--__.. PROPOSED CONTOUR GB GRADE BREAI< ,.-3,._,.. EXISTING CONTOUR DIRECTION OF FLOW DRAINAGE PIPE PROJECT LOCATION NOT TO SCALE - LA COSTA RESORT & SPA RESORT VILLA PHASE 2 CARLSBAD, CA PREPARED FOR KSL DEVELOPMENT CORPORA TI ON 50-905 AVENIDA BERMUDAS LA QUINT A, CA 92253 PLAN SHEET KEY SHEET INDEX KEY DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE 'IHAT I AM THE LANDSCAPE ARCHITECT or THE WORK FOR THIS PROJECT, THAT I HA'IE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN or THIS PROJECT AS DEFINED IN SECTION 6703 or THE BUSINESS PROFESSIONS CODE ANO THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK or PROJECT DRAWINGS AND ANO SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTUENT OF THE ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT or WORK, or MY RESPONSIBILITIES FOR PROJECT DESIGN, THESE PLANS HA'IE BEEN PREPARED IN SUl'ISTA,rrJAL CONFORMANCE WITH THE APPROVED LANOSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, ANO ALL CONDITIONS or APPROVAL RELATED TO LANDSCAPING. LICENSE NO • REVIEWED I; NOT TO SCALE 4 19 25 32 3 18 24 31 FORREST~. HMG. AJlA, 11«: LANDSCAP, AROlnECTUl<E LAND Ft.ANNING 1254 N. COAJT HK:.HWAY LAGUNA Bl=ACH, CA 9?651 ~ (949) 376-9066 ~ (949) o76-9067 I NOT TO SCALE SHEET INDEX SHEET DESCRIPTION 1 COVERSHEET 2 CONSTRUCTION LEGEND 3 CONSTRUCTION PLAN 4 CONSTRUCTION PLAN 5 CONSTRUCTION PLAN 6 CONSTRUCTION PLAN 7 CONSTRUCTION SPECIFICATIONS 8 CONSTRUCTION DETi1LS 9 CONSTRUCTION DETAILS 10 CONSTRUCTION DETAILS 11 CONSTRUCTION DETAILS 12 CONSTRUCTION DETAILS 13 CONSTRUCTION DETAILS 14 CONSTRUCTION DETAILS 15 CONSTRUCTION DETAILS 16 CONSTRUCTION DETAILS 17 PLANTING PLAN/LEGEND 18 PLANTING PLAN 19 PLANTING PLAN 20 PLANTING PLAN 21 PLANTING DETAILS 22 PLANTING SPECIFICATIONS 23 PLANTING SPECIFICATIONS 24 IRRIGATION PLAN 25 IRRIGATION PLAN 26 IRRIGATION PLAN 27 IRRIGATION PLAN 28 IRRIGATION DETAILS 29 IRRIGATION SPECIFICATIONS 30 IRRIGATION SPECIFICATIONS 31 SCHEMATIC LIGHTING PLAN 32 SCHEMATIC LIGHTING PLAN 33 SCHEMATIC LIGHTING PLAN 3.; SCHEMATIC LIGHTING PLAN 35 SCHEMATIC LIGHTING DETAILS/NOTES GENERAL NOTES: , . ALL ADA COMPLIANCE FOR IMPROVEMENT SHOWN WITHIN THESE INSTRUMENTS or SERVICE SHALL BE PLAN CHECKED ANO APPROVED BY THE CITY or CARLSBAD PLANNING DEPARTMENT. BUILDING & SAFETY DEPARTMENT, AND/ OR PUBLIC WORKS DEPARTMENT PRIOR TO PERMIT ISSUANCE ANO SUBSEQUENT CONSTRUCTION. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS-BUILT" TITLE, _______ _ REVIE\JED BY1 DATE INSPECTOR DATE ts;: 0- cc C ~ LI, c-c 0-....._ 0- C ~ -c C C / Ll. c- '7 '7 C: C / 0- <t > / V. <( > 1~ O:'. C V. LL O:'. / C if. C C C / V. ::<'. / V. CITY OF CARLSBAD ~ f;; PLANNING DEPARTMENT ~ ,_ <1 l---l---+----------------+---+--+-----11-----l I SH~ET I LA COSTA RESORT & SPA e- COVER SHEET S VILLAS PHASE 2 CC CARLSBAD, CALIFORNIA ::: if. _ ____.c~.._L_.~L_ ___ 9-9-~ >- MATCH UNE EQUESTRIAN TRAIL ----LIi.iT or 'I/ORK -EDGING ,/-, J -ii},( ASSISTANT PLANNIING DIRECTOR DATE ~ ){. ti},. i:1l!L 8-23,.0S" DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. I DRAWING NO. r:c: L-----------------------------------------------------------------I...-E_N_I_NE-ER_~_G_P_IA_N_~H_EC_K-ER--------------D-AT_E ____ i;;E;;;N•G:;;;IN;;,;E;ER;_O:F.WOR;;;;;,;Kl,. ___ R.,;E_'v1_s;.1.:.o .. N_D:,E:.S:.C .. RIIII_P_r .. 1o_N ____ ~□:;,TH:E;:.R.:Ar:.~;:::RO~V=AL;J..;c:;:,1TY~/;:;,PP;;:R~O:VA::;,LJ!;;2~;;~;;D;;D;;;BB;;;y~i'iiii~--C-TiiiiiiOiiiiii3iiiiiiOiiiliiiiii;;;;;·!.4iiiiiiOiii2iiiiiiiii2iiiU;;J~ I I - PAVING LEGEND KEY DESCRIPTION [ED PEDESTRIAN CONCRETE PAVING #1 ~ VEHICULAR CONCRETE PAVING CONCRETE STEPS & RAILS @ SPA ROOM POOL DECK ~ POOL / SPA DECK & COPING ~ CONCRETE STEPS & RAILS ~ CONCRETE STEPPING PAD i CONCRETE RAMP W/ GUARD RAILS WALL LEGEND KEY DESCRIPTION [ill [ill 6' H CMU SCREEN WALL 3' H CMU PATIO WALL []TI 7'-6"H PILASTER DETAIL REFERENCE A, B, 8 A, D, 8 A, D, 8 s, 7 0 A, B, 8 KK, 15 JJ, 15 I DETAIL REFERENCE E, 8 I, 8 H, 8 ~ 4'-0"H PILASTER F, 8 §] 5'-6"H PILASTER @ PATIO F, 8 C8±J 6'-6" & 7'-6" H PILASTER G, 8 [8::jJ POT PEDESTAL R, 10 ~ RETAINING WALL I, 8 ~ RETAINING WALL/ PLANTER L".!:2..J W/ GUARD RAIL I 1'1-10 I NOT USED ~ RETAINING WALL W/ CONC, ~ CAP. l1tg] SEAT WALL GATE/FENCE LEGEND KEY DESCRIPTION GI] POOL WROUGHT IRON GATE [ill PATIO WROUGHT IRON GATE [HJ POOL/SPA EQUIPMENT ~ TUBULAR STEEL POOL/SPA SECURITY FENCE L, 9 Q, 10 R,, 10 DETAIL REFERENCE N, 9 P, 10 M, 9 K, 9 COLOR INTEGRAL COLOR CONCRETE W/ ACID FINl'iH, COLOR; C-26 ANTIQUE CORK BY L,M. SCOFIELD, ., FINISH REMARK LIGHT ACID WASH FINISH INTEGRAL COLOR CONCRETE W/ ACID FINISH. LIGHT ACID WASH FINISH THICKNESS PER STRUCTURAL ENG, PEDSETRIAN VS, VEHICULAR. COLOR: C-25 SOMBRERO BUFF BY L,M. SCOFIELD. INTEGRAL CONCRETE W/ ACID FINISH COLOR;C-26 ANTIQUE CORK BY L,M, SCOFIELD INTEGRAL COLOR CONCRETE W/ ACID FINISH. COLOR; C-26 ANTIQUE CORK BY L,M, SCOFIELD, LIGHT ACID WASH FINISH LIGHT ACID WASH Fl NISH INTEGRAL COLOR CONCRETE W/ LIGHT ACID WASH FINISH ACID FINISH. DECK COLOR; C-26 ANTIQUE CORK. COPING COLOR; C-25 SOMBRERO BUFF BY LM. SCOFIELD. INTEGRAL COLOR CONCRETE W/ LIGHT ACID WASH FINISH ACID FINISH. COLOR; C-26 ANTIQUE CORK BY LM. SCOFIEI D, 1 '-6"X2' NATURAL GRAY CONCRETE INTEGRAL COLOR CONCRETE W/ ACID FINISH. COLOR; C-26 ANTIQUE CORK BY LM. SCOFIELD. HEIGHT & WIDTH 6' -O"H, 8"X8"X16" VARIES, 8"X8"X16" 7'-6"H, 2' -0" SQ, 4'-0"H, 2'-0" SQ. .3~-6"H, 16" SQ. 6'-6" & 7'-6'H X 18" SQ, 2' -O"H, 2' -0" SQ, VARIES, 8"X8"X16" LIGHT ACID WASH FINISH LIGHT ACID WASH FINISH STUCCO FINISH ANO COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE STUCCO FINISH AND COLOR TO ARCHITECTURE MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH POUR IN PLACE CONCRETE WALL, 1 • -6" H STUCCO FINISH AND COLOR TO MATCH ARCHll ECTURE ------ 1'-6" H, 8" SQ. STUCCO FINISH AND ARCHITECTURE 1'-6" H, 8" SQ, STUCCO FINISH AND ARCHITECTURE COLOR FINISH CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR APPROVAL AND COLOR TO BE DETERMINED BY OWNER. CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR APPROVAL AND COLOR TO BE DETERMINED BY OWNER. CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR APPROVAL AND COLOR TO BE DETERMINED BY OWNER. CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR APPROVAL ANO COLOR TO BE DETERMINED BY OWNER. COLOR TO MATCH COLOR TO MATCH REMARK MAINTAIN 4' HIGH MIN, HEIGHT ON PARKING SIDE. REMARK CONSTRUCTION REFERENCE LEGEND KEY DESCRIPTION [D DECOMPOSED GRANITE (DG). @] TURF EDGING 0 POOL & SPA HAND RAIL SITE AMENITIES KEY DESCRIPTION I SA-I [ FIREPLACE #1 I sA-2 I FIREPLACE #2 DETAIL REFERENCE --- -·-- AA & 88, 13 DETAIL REFERENCE FF, 14 GG, 14 REMARK PER SPECS PER SPECS PER SPECS REMARK CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR APPROVAL BY OWNER AND LANDSCAPE ARCHITECT CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR APPROVAL BY OWNER ANO LANDSCAPE ARCHITECT CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR j WATER FEATURE AMENITIES LEGEND KEY DESCRIPTION lli] POOL WATERLINE TILE ~ SPA WATERLINE TILE ~ COURTYARD FOUNTAIN #1 w] COURTYARD FOUNTAIN #2 @] COURTYARD FOUNTAIN #3 ~ WALL FOUNTAIN #1 WALL FOUNTAIN #2 ~ WALL FOUNTAIN #3 WALL FOUNTAIN #4 ~ WALL FOUNTAIN #5 @ PATIO DETAIL REFrn[NCE AA, 13 BB, 13 Y, 12 Z, 12 X, 12 U, 11 LL, 15 V, 11 T, 11 w, 12 0 COURTYARD roUNTAIN @PATIO HH,14 REMARKS INTEGRAL COLOR CONCRETf: COPING W/ I.IGHT ACID WASH FINISH, TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR, TBD PER OWNER INTEGRAL COLOR CONCRETE COPING W / LIGHT ACID WASH FINISH. TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. TBD PER OWNER INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH. TILE AT WATER LINE TO BE SFI_ECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH, TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR, INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH. TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W / LIGHT ACID WASH FINISH. TILE AT WAffR IJNE TO RF: SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH. TILE AT WATER IJNE TO RE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH, TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH. TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH. TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. INTEGRAL COLOR CONCRETE COPING W/ LIGHT ACID WASH FINISH. TILE AT WATER LINE TO BE SELECTED BY OWNER & PROVIDE PLASTER COLOR TO CONTRACTOR. SITE IMPROVEMENT FEATURE LEGEND 0 PARKING & STRIPING SEE CIVIL ENGINEERING PLANS, 0 AC PAVING SEE CIVIL ENGINEERING PLANS. @ EXISTING CONCRETE PAVEMENT VERIFY CIVIL ENGINEERING PLANS AND IN FIELD. 0 EXISTING STEPS VERIFY CIVIL ENGINEERING PLANS AND IN FIELD. 0 CONCRETE CURB & GUTTER SEE CIVIi_ ENGINEERING PLANS, @ HANDICAP RAMP SEE CIVIL ENGINEERING PLANS. 0) EXISTING CONCRETE WALK VERIFY CIVIL ENGINEERING PLANS ANO IN FIEL.0, @ EXISTING PLANTER WALL VERIFY CIVIL ENGINEERING PLANS AND IN FIELD. 0 PUBLIC UTILITY EASEMENT / LINE SEE CIVIL ENGINEERING PLANS. @ UTILITY SEE CIVIL ENGINEERING PLANS. ® PAVING SEE ARCHITECTURAL PLANS. @ RETANING WALL SEE CIVIL STRUCTURAL ENGINEERING PLANS, @ CABANA BUILDING SEE ARCHITECTURAL PLANS. @ EXISTING POOL VERIFY CIVIL ENGINEERING PLANS AND IN FIELD. @ EXISTING SEATWALL/RETAINING VERIFY CIVIL ENGINEERING PLANS AND IN FIELD, @ EXISTING TREE TO PROTECT IN PLACE VERIFY CIVIL ENGINEERING PLANS AND IN FIELD, @ PLANTER WALL TO PROTECT IN PLACE VERIFY CIVIL ENGINEERING PLANS AND IN FIELD, FORRE/T K. HAAG, AllA, ltc ..,,,,., ]\(' .,, LANDSCAP, ARG1l1rcJURE •-tST I( I-/~ LAND Pl.ANNING t. '{o'I'"\ ''¼. 1254 N, COAST HIGHWAY I ,:;-• LAG\JNA BEACH, CA 92651 It: \.:i. Ui #4605 ~ (949) 376-9066 ~ (949) ":Sl6-90lil • MODEL MANUFACTURER __ J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . "AS-BUILT" TITLE _______ _ REVIEVED BY• INSPECTOR ~ ..,.,~., ... fill. . ~ "( a::. st C ~ a er. C C _, C's "- C's C's "-r ,, C 3 t C C ~ / l r. C st ~ st C C / " <t ~ ~ / (J. <t > I- O' C (J. LI,,. O' / C ~ if. C C C / (J. '<:' / (J. DATE DATE t---t--+---------------i----i----ii----;----i I SH~ET I CITY OF CARLSBAD ~ ¼i PLANNING DEPARTMENT ~ ,_ -ct LA COSTA RESORT & SPA ~ CONSTRUCTION LEGEND VILLAS PHASE 2 CARLSBAD, CALIFORNIA ::i; a: -... APPROVAL BY OWNER AND LANDSCAPE ARCHITECT APPROVE! / p,. '1-9-0S° >- r,:;-;:-:;7 POOL/SPA EQUIPMENT ENCLOSURE 13 CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR ASSISTANT PLANNING DIRECTOR DATE C I SA-3 [ POOL GATE WOOD ARBOR J, 9 r.r. ~ & WOOD ARBOR DD, APPROVAL BY OWNER AND LANDSCAPE ARCHITECT :z OWN BY: I PROJECT NO I DRAWING NO. r:.: [ SA-5 [ EE, 14 ~~~~~~~~o~y Tgw~~:;,,~DSHL~~D~~~~~N;~<ii~fEcT DAlE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY:---, CT os-oi 402-2U c; 1-:~~-IR~O_N_A_R~B~O-R _______________________________________________________________________ J. ______________________ .c;EN:G:IN:E:ER~OF:.:WO~R:Kl.---=.:=~.:.:=~;_;=,;_---.l.~□T~H~[R~/Jf':PR:□~V:A~L J.~C~ITY~Af':P:R~o:vA:LJ.!;R;V;;V;;;;D;;;B;;Y;•~~~~,;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~ -ct i I ! I ~ _, ••• )I ..... • --·.:f .. r----------~-11!!'!"'!"!"-----.■.1 ....... ~~-----~~~ ...... ------------·-------------i-------'l""'!.--'!""""!!!"i-----!!"------,··- ' '0 ~ \ I I 0 ' \ \ .. 11) PA PA 11) I Cl T C Ir I 11) \0_ PA P-1 PA ~-s,, " V'l-6 C 4' -ii PA I N PA 2'-6' ® '-7 TURF r- ,J 4' 4' 1' ,i<-!-,1<-'-.,1<---'------,1< T 11) -1- 4' ~.,-,, Cl yp I ~ PA -r-I, PAC Cl PA I in Q g 0 0 11) A PA 5' ' 4!-T 0, PA PA ~- ~ I I I @I I --------MATCHLINE • SEE SHEET 4 ENLARGEMENT (INCLUDIN6 CONCEPT 6RADIN6 INFO) 1-----' SEE DETAIL 'LL', SHEET 16 PA -· / . I I ISA-21 P-1 I 6-B I~_ SA- PA L __ - PA -·-, ~ TURF ' 1~1Q H---' l"_l_L,~'K;~ ;i]~--cl~'t.=;rr3==m1"7l-==l: 2:7 I ti c:. ~ w '\' \ -ifi ~r;, I~ I I I FORREJT K. HAAG. AJlA. 11'¥: LANDSCAPE ARCHl'IK1\JRE LAND PLANNING 1254 N. COA/T HIGfWAY LAGUNA B~ACH, CA 92651 f. (9491 376-9066 F, (949] 376-9061 -ii \ II 11 SS'-6" II PA II TYPIC.AL PATIO ~ALL LAYOUT. SEE DETAIL 'O' SHEET 10 APPROVED FOR PLANTING AND ,-Ir 'C I ~ C) P-I :U ~, -W '/;,, I <t,> w z :J :c (,) I !;;: I :I "AS-BUILT" IRRIGATION ONLY, INCLUDING PRECISE TITLE ______ _ LOCATION OF PLANTING AREAS. REVIE\JED BY, DATE C / LC C "' > / u: <( > I- D:'. C u: LL D:'. / C +- (f C C C !,• ., . ' ' ~ .---.:.".:.'• ---------~-----------"!!.------~----•-."'l..-!'-""'-"'!!-~----------.... -------------------·•"•' ----------· ......... -.. -__ .. ..,. ________ !!M'i'!!ll_!II, ... _. ___________ !"', ----""'-~ • ..---:"'· .. ---------------·-· -......... <t ENLARGEMENT (INCLUDING CONCEPT GRADING INFOJ 5EE DETAIL 'LL', 5HEET 16 .--- PA PA PA • ., I PA \ I \ . PA ,\o/ - -' I \ I I I I ~--" \I P-1 , 2 I ~ )<~ ' I I I I ' \ I "-' n I //Ix. S, -PA I \ I 5 PA I ---@ • t\ U-1 C) A 3\ p • \ I PA 1----~ MATCHLINE-SEE SHEET 3 -- V '-/ I '-/ PA I ~ ~ I / V ( PA \ Cl] r-i 5' ------; 1-1---1-1--1 H v-1-81 t---- 4' , TYPIC,AL PATIO J/'4ALL LAYOUT. 5EE DETAIL 'O' 5HEET 10 "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE TITLE ______ _ LOCATION OF PLANTING AREAS. REVIEIJED BY1 PLAN SHEET KEY INSPECTOR C ft" ,.r. 0- / er <t I 1---■~ , _ __,.c I I t::: I ~ C I ~ fj C C C (J o<'. L==/ (J f DATE r • \ • \ • \ • \ • I I I I I I I I ~1 ~. LL. ~I I I I I ■ I ■ I ■ I ■ I ------------------~ -------- 4' ---0-1 ---1--11~ i:'::i- PA PA 1 V'-1-8 '-I--~ PA PA > ---------------------- ® [C] +)D ('5 = PA IP-21 = X w 1--'1-; 0-1 1--- ('5 I w I I I 1- 't: FOUNTAIN PA -(L ---+ 't )-, __ 14' PA ' I I I I N I I I- PA 5' /-i==t-V'l-2 PA ~IP-I I ~s ~ z <( ,L -_J :-i) 0-1-~ I 1-+-+-Jh, / LL .., -1 41-'1" PA / EQ / / / / 1' I I PA ,/L----;~,i.~• ~~;;'~~=-.--=ss:HJ EQ PA PA _J~;kl~~=[~~.~~~~~~---++++--- L_1r=====~ [C] 111 ILLA BLD 4 cru Q_ ._. L--1,.,.,,.._ I J .!Fr"--'V--'-d-__:;, ---., -I I~ PA @.., ,JJ g 1--;:::,;f::;:::,t ~~---j,--'--'---< ® (L .., ~-= p {) "--'-4----1 I-_J ~~ PA -I--+- 1-8'-S" j, PA Q_ ~1'~. @ "' ?= I f----+--+--j '----~;-,'\$. - 0-1 () "-----~ ~ I cc=c/--r,,---"--.......... J~ o_ ~ I PA p ® + --+--I \)..I (L )- ' ' / PA < / ' PA 41' S" ' ' ' ' / 5' 2'-b 't:1 SPA 30' ' / ,K ' s 6 TAIN - EQ PA / / / / PA TYPIC-AL PATIO JAIALL LAYOUT. PLAN SHEET KEY SEE DETAIL 'O' SHEET 10 I -SC --· :,,/,\ .;::, .""( 62' C !!!,.,~ ~ 301-611 POOL 11'-11" 5' 1!) fl': ~----------+-----y > 4' " ,I ' PA fl) PA --, I l:,A-$1-,._r ('j w PA ------r- 't: I 11'-5" ,r. C C 0, if: PA P-1 I "-- 0, 0, P-1 PA ~ PA PA 61-II / PA • ' / /' ER /E I ~ / ,--.:..ciA. / / ,/ ' ~ 0, ,,I \ PA P-1 I EQ I ~I () -i) ('5 w \ / \L __ ;35' \1 t/' f<-:2 - @J I S-1 I P-5 -\ / -I PA PA TURF / / J.?:3, PA 't: I'>-; <SATE ~---------------~- ■---■---■ - DD G fORRE/T K. HAAG, AJLA, IOC LANDSCAPE AROlllECRJRE LAND PlAt.tltlG 1254 N. COAST HIGHWAY LAGUNA Rl'ACH, CA 92651 P, /949] J76-906l, r. (949) J76-906l POO ■ ---■11■--■ LIMIT OF V'IOR OD ■--- .1(1 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. / 61-611 I PA / P-1 ■ 11------~ ~ I ' C 3 'SI" C C / 0, <( > l- et C Cf. LL Ct / C ~ (f. C C C / Cf. ::<'. / Cf. ■---■--- --J---- [ r "AS-BUILT" TITLE-------DATE REVJE\JED BY• INSPECTOR DATE I SH5EET I CITY OF CARLSBAD ~5 ~ l---+--+----------------+---1---1----+---I PLANNING DEPARTMENT ~ ,-l---+--+----------------!---1---1----+---I <I LA COSTA RESORT & SPA CONSTRUCTION PLAN ~ s cc ,-,- lf. --~ -71111--~~-·,--------------------------·~•-··-•----------~-~----------------------------------... --------------------------llllllli------------------------------~L • •---"". <t MATCHLINE • SEE SHEET 5 -,-1------------------:-------~---~~------ ·1 I~ 1\ I \\ I \\ l+------- ® a PA 1 I PA ' 0 I I ------------------! ! tE:----------1 I I I ~~>----1 P-1 -----[L ., ?:: () --';/_ f-_j t~ () ED - 01- D • <, ~ PA IED Pl p I 10'-S" 'k--,t----. -·- P-1 LIMIT OF V'lORK EL CAMINO REAL 40'-3" PA 6'-S" PA 8 1-611 ' 161() p I I----r ~j 4? PA ' " ~S, <f. PA I + ----- 5' PA BLDG. 10 10 P-1 P-1 --- " 4' PA -Ir PA 4' TY 2'-'11"-" --t ® OJ 11-311 PA PA {1) PA PA P-1 PA 10' ,_, - -~ I 7 I I () >Lg ' I d:J --- I I I \y9J I J ('j Ill I \TURFI --1 V'l-SI P-1 I I 6' ' PA tJ!! I V'l-I --- I I~ (~' u.. I() I§ I 8' PA I TURF I 5' I " i: PA I ll) = -.) I ll) () I '1' '1' FOV'l TYPIC..AL PATIO ~ALL LAYOUT. SEE DETAIL 'O' SHEET 10 FO!ll<EJT K. HAAG, A!lA, tlC LAl'OJCAFt AROilTECTI)RI; LAND PLANNING 1254 N. COAfT HGHWAY LAGUNA BEACH. CA 92651 p, (949) 376-9066 c. (949) 376-9067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, PLAN SHEET KEY "AS-BUILT" TITLE ______ _ REVIEVED BY• DATE INSPECTOR DATE C 3 i:: "'" C > / (f. <{ > 1- 0:: C V. LL 0:: / C +- [f. C C C: / lf. :,:: / lf. SH6EET CITY OF CARLSBAD w f; 1----+----+----------+----+----+--+----I PLANNING DEPARTMENT 5 1----+----+----------+----+----+--+----I .... <I LA COSTA RESORT & SPA E- CONSTRUCTION PLAN S VILLAS PHASE 2 J::! CARLSBAD, CAUFORNIA ;:: Cf. :>-c..: DWN BY: ---PROJECT NO, DRAWING NO. ~ SCALE: I" = 10'-0" DATE INITIAL 1--DA_TE_,._IN_IT_IA_L+-D_AT_E_..__INI_TIA_L-I CHKD BY: --CT 03-01 402-2U c.! L---------------------------------------------------------------------------------------CE:NG:1N~EE:R~o:_r,:wOR::JK-~R:E~Vl:S;;;IO~N,;_:D;:E:S:CR~l;_P.;,;Tl,:O~N-J.:o:r:HE;::,R_:M>:P:;Ro:v:ALJ..:;:c1TY~M>:P:Ro~v:;AL~,;R;;V;;1.J;;D;;B;;Y;;• ~~!.:.------~----~<1 GENERAL CONSTRUCTION NOTES 1. SCOPE: Provide labor, moteriols, tools, permits, toxos and all othor requlromenls considered as necessary to complete planting lnstollotlon os indicated on the Landscape Improvement Plons for the l.oJ Cosio Spo. The Installation shall be complete in e"ery respect to the sotisfactlon of l<SL Development Corp. hereinafter referred to cs the "Owner .. or the *Owner's representotive." 2. GENERAL CONOmoNS: A. The landocape contractor oholl be llcenoed or certified by tho stole of California for performance of the type and scope of work shown on the plans. B. The contractor shall carry all necessary Insurance to cover ell workers and ln:stollotion crew:, ondi others incidental to the work of this Job so cs to offer full protection to the Owner and the preparer of this specification and ossocloted drawing package from any possible damage, suit, lien, or other action directed against, to, or on the Owner's property, agency or agent. C. The contractor shall apply for and pay for all necessary construction permits D. E. and fees required by local, state. ond federal governing codes and municipalities to complete the work. Local, state, ond federal codes, lows, rules ond regulotlons governing or relating to any portion of this work ore hereby mode o port of these plans and speciflcotlons and shall toke precedence over details, specificotlons, and direction delineated herein, The contractor shell mointoln a qualified supervisor on tho site at oil times during construction through completion of pick-up work, F', The design, os Indicated on the plans, ls dio~rammotlc, Scaled dimensions ore approximate. Verify all site dimensions prior to proceeding with the work. In the case of discrepancy the actual field conditions shall dictate the most prudent and reasonable method of resolving plan/field discrepancies. It Is the responsibility of tho controclor to point out and document to Owner (verbally and in writing) any plan/field discrepancies providing ample time G, H. I, J, within the construction sequence to allow the Owner to resolv& the discrepancy ond recommend o revised course of construction of octlon to proceed with the work. Reference Documents: 1. American Joint Committee on Horticulture Nomenclature, Standardized Plant Names, latest edition, 2. American Association of Nurserymen Inc. American Standard for Nursery Stock, latest edition. 3. Standard Specifications for Resort end General Public Works Construction. 4. Agricultural Code of Callfornla. 5. Carlabod Munlclpol Code 6. USC 7. UPC Proceed only under the direction of the 6wner•s representative should there be ony encountered obstructions, grade differences or discrepancies found on the site or any discrepancies within the plans from those encountered In the field. Immediately b<lng dlscreponcles to the attention of the Owner and the owner's representoUv,e. If notification la not provided, the contractor shalt assume full responsibility for necessary revisions. The contractor shall note all existing flnish grades prior to commencing work. Restore finish grades changed during the course ot the work to original contours or intended! contours where indicated on the plans as proctlcal. The contractor shall coordinate Installation of plontlng to avoid conflicts with 9rading, construction, Irrigation, utilities, or englneering or orchltecturol features, The contractor shall adhere to the construction procedures required by the general public Works Department of the City of Carlsbad in oll coses, K. The instructions to bidders provided herein shall be completed and returned to L. M. N, 0. P. the Owner's representative with the bid by the contractor ond ore o port of these bid documents. Upon oword of the conlroct, tho conlroclor shall immediately locale, order and purchase, or hove held, all :stpeclfled plant material. The site shell be kept cleon and free of excHs equipment, moterlols end rubbish lncidentol to the work during the construction and mointenonce period. The Owner's representative e.hall ho~ the right to suggest and make minor modification in the d1&sign and installation. It additional compensation Is required to accom1plish these changes, o change order shall be prepared by the owner to address the change in scope of this contract. Prior to excovotlon, notify Underground Service Alert ( 1-800-422-4133) and locate utilitles, e,lectric cables, conduits, sprinkler lines, heads, valves, and volve control wires so that proper precautions may be token not to damage such Improvements. In the event of a conflict between existing llnes and plant locations, promptly notify the Owner's representative to arrange for relocation of utilities or redesign of improvement plans. Notify Owner's representotlve ln writing of son or drainage conditions encountered during construction which ore potentially detrimental. 3. MASONRY A. All masonry sholl be reinforced grouted masonry, Grout solid all cells which contain rebor. bolts. etc. Grout solid oll cells below grade. Specific compressive strength (f".M.) shall b& 1500 psi minimum without inspection, UNO. 8, Morter sholl be type •s• mixed In the proportion of 1 port Portlond Cement to ½ to 1/4 parts lime putty to 2-1/4 to 3 times the sum of the cement plus llme putty parts of sand. C. Grout shall attain o minimum compressive strength of 2000 psi and shall be mixed In proportions of 1 port Portland Cement to 1/10 port lime putty to 2 to 3 ports sand to a maximum of 2 ports grovel. O. Aggregates for mortar and grout shall be natural sand and rock conforming to ASTM C-144 (mortar) ond c-404 (grout), E. C.,ment shell be Portland Cement conforming to ASTM C-150, type I or 11, low alkali. F. All concrete block shell conform to ASTM C-90, grode N-1. G. All reinforcement, bolts, etc. shall have a minimum grout coverage of 3/4'., H, See the architectural drawings for type of units, laying pattern, and joint details, Unless specifically shown otherwise, ell concrete block shall be laid ln running bond. -4-. STRUCTURAL STEEL A. All fobrlcotlon and erection shell conform lo the latest edition of the Also. Manuol of Steel Construction. 8, All welding sholl be done by certttled welders, All field welding shell hove continuous Inspection by o registered Deputy Inspector or os required by local building code, C, All full penetration groove welds shall be ultrasonically tested (UT) for the extent required per the current edition of the Uniform Building Code, D. All structural steel shell conform to ASTM A-36. E. Anchor bolts end untinish6d bolts shell conform to ASTM A-307. F. All welding electrodes shall conform to AWE E 70-XX. G, All pipe Sholl conform to ASTM A-53 grade ·s· (35 KSI). H. All tube shell conform to ASTM A-500 (46 KSI). 5. REINFORCING STEEL A. Reinforcing steel shall conform to ASTM A-61 ~. Grode 40 1or sized -/13 and ,14 ond grade 60 for sizes 15 ond lorger. 8. Welded wire fabric (mesh) shell conform to the lates1 revised ASTM A-185. Smooth wire fabric shall conform lo ASTM 185, yield strength 60 KSI. C. Welding of reinforcing steel shall conform to AWSD d12-1 using proper low hydrogen electrodes. All bars to be welded shall conform to ASTM A-706. D. All bars In masonry shall be lopped o minimum of 40 bar diameters (21-0lt min.) at all splices unless noted otherwise. E. All bars In concrete shall be lopped o mlnlmum of 36 bor diameters (2'-o .. min,) at all splices urdess noted otherwise. F. Splices of horizontal rebar ln wolb and footings shall be staggered 4'-0" minimum. G. Dowels for walls a1nd oolumns shell be the some size ond spacing as the woll/eolumn reinforclng unless noted otherwise. H. Ali bending of reinforcing steel shell conform to the latest edition of the Uniform Building Code, S. CONCRETE A. Unless noted otherwise, all concrete shall attain o minimum compreaslve strength of 2500 psi ot 28 days. B. Aggregotes shall be natural sand and rock conforming to ASTM C-33, C. Cement shall be Portland ASH.4 Cement conforming to ASTM C-150, type V, low alkali, or as required to satisfy site soil conditions os determined by the project Solis Engineer. 0. Water shall be potable, clean and 1ree from Injurious amounts of oil, acids, alkalis, solts. organic materials. or other substances that may be deleterious to concrete or reinforcement. E. Admixtures to be used in concrete shall be Bubject to prior approval by the engineer. r, Maximum permissible water-cement ratios for concrete shall conform to current U.B.C. G. Concrete shall be cured whlte in o moist condltlon for at leost the 1irst 7 days after plocement. Methods for accelerated curing shall hove prior approval of the Engineer or Owner's representative. H. The following minimum clear distances between reinforcing steel and foce of concrete shall be maintained unless noted otherwise. Slobs on grade Center of slab Concrete below grade, formed 2• Concrete below grade, unformed (poured ogolnst earth) 3• Concrete exposed to weather 1-1/2" I. Pipes moy poss through structural concrete In sleeves, but shall not be embedded therein. Pipes or ducts exceeding 1/3 tho slob or wall thickness shall not be placed in the structural concrete unless specifically detoiled by Structural Engineer. J. Provide 3/4" chamfers ot all exposed corners. K, Refer to architectural drawings for reveals, areas of textured concrete or special finishes, items required to be cast into the concrete, curbs ond slob depressions, 7. FORM WORK, REMOVAL OF FORMS AND SHORES A. The Contractor shall design oll forms and eupporting shores In conformonce with ACI 347-78. Design shall Include rote end method of piecing concrete and conatruction loods, including vertical, horizontal, and impact loads. Forms shell be substantial end sufficiently tight to prevent leakage of mortar and properly broced or tied to maintain position ond shope, B. Forms shall be riemovad in such a manner as not to impair aatety and servicoobility of the structure. All concrete to be exposed by form removal shell hove sufficient strength not to be domoged thereby. The ACI Committee 347 suggests the following minimum time forms and supports should remoin in place under ordinary conditions as applies to thls project: Walls end exposed vertical surfaces 12 hours C. Reshore until 28 days ofter placement, ond for full duration where construction loads exceed specified service loads. Reshore shall conform to ACI 347-78. ~-GENERAL NOTES A. All construction and workmonshlp shall conform to the 1994 Uniform Building Code. B. These notes shall be used In conjunction with the plans end ony discrepancies shall be brought to the attention of the Architect end the Engineer. C. Contractor must check dimensions, framing conditions, and site conditions before stortlng work. The Architect ond the Engineer shell be notified Immediately of ony dlscreponcles or possible deficiencies. D. Conditions not speclflcolly detolled sholl be constructed as specified In typlcol details for the respective materials. E. The drawings and specifications 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 Architect ond the Engineer do not Include Inspection of construction procedures. The Contractor ls solely responsible for all construction methods ond for safety condltione ot the work site. These visits shall not be: construed os continuous and detailed inspectlons. F. Design, materials, equipment, ond products other than those described below or indicated on the drawings may be consldere-d for use, provide:d prior approval Is obtained from the Owner, Architect, Engineer and oppHcoble governing code authority. G. All conditions noted as existing ore based on the best information currently available at the time of preporallon of these drawings. The Contractor Is to verify oll conditions before starting work. Should conditions ari$e which ore different from those shown on the drawings, the Architect and Engineer shall be notified Immediately ond addltlonol drawings based on more accurate Information will be prepared. 9. FOUNDATION A. All existing fill soil and disturbed natural soils ore to be excavated ond replaced with properly compacted fill. All filllng, backfilling. re-compaction, etc. Is to be performed only under the supervision of o Soils Engineer. B. All excavations are to be inspected and approved by a Soils Engineer prior to the placement of any concrete or reinforcing steel. c. D, F. Footings are to be corned a minimum of 1'-6• Into firm undisturbed natural soils or opproved compacted 1111. Design bearing pressure Is 1800 feet psi (continuous footings) with o 33% Increase for seismic or wind loading. Relollvely non-expansive fill should be used in bockliillng behind walls. All walls shall be adequately shored during the backfill operation. G. All excavations. grading. compaction. etc. Shall be performed In accordance with the soils report. H. The Contractor must vorlfy that the pion, hove been reviewed by the Solis Engineer prior to start of construction. 10. GRADING PLAN NOTES A. All local bullding ordinance shall take precedence over the construction scope described herein. 8. During rough grading operations ond prior to construction of permanent droinage structures, temporory dralnoge control shall be provided to avoid wash-outs and damage to construction underway. C. Swale •lopes shall be a minimum of 5%. Cut end fill slopes shell be o minimum of in. D. The design Civil Engineer shall exercise sufficient project/site control during grading and construction to insure compliance with the intent of the drawings and specifications. E. The Soils Engineer shall exercise sufficient control during grading and construction to insure compliance with the local construction techniques and requirements in order to implement the intent of the drawings and specifications. F. All underground drolnoge and utlllty focllltles shall be In piece ond Inspected prior to bockfill ond paving Including but not limited to the following: sewer. water. drainage, gos, and e1eetrlcol service, G, Fill and backfill should be compacted to o minimum of 90% of optimum dry density in areas to receive pavement or tennis facillty improvements including. but not limited to the following: tennis court surface improvements, tennls court lighting standards, tennis court fencing, seating areas, retaining walls. H, The elevations of surfaces shown on the pion by a spot elevation shall be assumed to be located at the decimal point of the spot elevation shown, I, The grades depicted by spot elevations shown on the pion are relative to one another, Under the d1rectlon of the Design Engineer, elevations may be adjusted In the field to address speclal site conditions not addressed on the pion. . 11. MATERIALS: A. GENERAL: 1. Provide materials of best quality obtalnable which comply with the plans, 2. No substitution of specified materials shall be mode without written approval of a representative from the office of Forrest K, Hoag, ASLA. Inc. ond/or the Owner's representative. FalliEJT K. HAAG, All.A, llsC LAt«JJ'CAFE ARCHllKTURE LANID Fl.ANNING 1254 N. COAi! HIGHWAY LAGil!NA BE;AQ-l, CA 92651 f-1949) :Jl6-9066 ~ 1949) :Jl6-9067 I~ LIC. #4605 '-~~~ [XI'. DAT£ u, ~ .., .. ' •' I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. • ... ~,4/4!, ""' <( 0. C I ' 0. CY I r: C C 0. '-... 0. " '-... I ' C s -c LI. C ~ / LI. C '1- ~ '1- C C / (',. <( > / V. <( -/ f- Cl'. C (f LL Cl'. / C .... Cf C C C / (f '.:<'. / (f "AS-BUILT" TITLE _______ _ DATE REVIEl,/ED BY• INSPECTOR DATE 1----------+----------------t----t---1-----1---1 I SH~ET I CITY OF CARLSBAD PLANNING DEPARTMENT C': 5 ~ ... DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL <I LA COSTA RESORT & SPA t CONSTRUCTION SPECIFICATIONS ~ VILLAS PHASE 2 -CARLSBAD, CALIFORNIA APPROVED~=-'--'-/--'~'-'-'------- ASSISTANT PLANNING DIRECTOR IJWN BY: ___ PROJECT NO. CHKD BY: --CT 03-01 RVl,/D BY• DATE DRAWING NO. 402-2U 0: ,._ ... lf. >-c.: :z r,:: C.!: <I H SC-ALE l"=l'-0" 2'y '4" S( .X-----{1 .,_/ \ I \ ...... (H-----"------l'------'h+---f 2 LEGEND I. 8" X 12" DOUBLE BEAM, PER DETAIL 'J', SHEET "I. :2. POURED IN PLAC,E CONCRETE CAP, STUGGO FINISH GAP 4 COLOR TO MATCH ARC,HITECTURE. 5. 8" X 8" X lb" GMU BLOCK. 4. STL)C,CO FINISH AND C,OLOR TO MATC,H ARC-HITEC-TURE. 5. EXPANSION JOINT. 6. ADJACENT PAVING, PER CONSTRUCTION PLAN. 1. CONCRETE FOOTIN0, PER STRUCTURAL ENG DETAIL. 8. COMPACTED SUB6RADE, PER STRUTURAL ENG. DETAIL. NOTE I. GROUT ALL C,MU C,ELLS SOLID. :2. FOR CONCRETE FOOTING SIZES AND LOGA TION OF REINFORCING STEEL, REFER TO STRUCTURAL ENG. DETAILS "-----17 rr+-===-,, 1 ----( I ., . . . . ': 4 • ' .• -.• , .. _,. . .. . s LEGEND I. ROUNDED t,,IORTAR, STUCC.O FINISH CAP 4 C,OLOR TO MATC.H ARCHITECTURE :2. 8x8xll? G.M.U. SOLID GROUT ALL CELLS. 3. REBAR PER STRUCTURAL ENGINEER'S DETAILS 4. Sn.JC.GO FINISH AND C.OLOR TO MATC.H ARC.HITEC.TURE 5. FINISH 0RADE I?. EXPANSION JOINT, PER JOINT DETAIL 1. ADJAC.ENT PAVEMENT 8. C.OMPAC.TED SUBGRADE, PER -STRUC.TURAL ENGINEER'S DETAIL "I. C.ONC.RETE FOOTING, PER STRUC.TURAL ENGINEER'S DETAIL NOTE, I. GROUT ALL CMU C.ELLS SOLID. :2. FOR C.ONC.RETE FOOTING SIZES AND LOCATION OF REINFORCING STEEL, REFER TO STRUC.TURAL ENG,. DETAILS SCALE 3/4"=1'-0" LE~l:ND I. JOINTS PER C.ONST. PLAN 4 PER JOINT DETAILS, DTL. 'A', THIS SHEET. :2. APPLY 1/:2" RADIUS NOSE TO ALL EXPOSED EDGES, TYP. 3. SMOOTH STEEL DOV'!EL AT EXPANSION JOINT (TYPJ, DTL. 'A', THIS SHEET. 4. SUBGRADE PER STRUC.T. ENG. DTL. 5. CONC.RETE FLATV'IORK, FINISH PER C.ONSTRUCTION LEGEND. I?. REBAR PER STRUC.T. ENG. DTL. 1. DEPTH PER STRUCT. ENG. DTL. ® SAl"IC,UT SC.ORE JOINT (SJ) 1/4" RAD. (TYP.) 112"---, / --1 • © EXPANSION JOINT IEJJ '-' SCALE 1/4"=1'-o" LEcS,ENr::> I. DEPTH PER STRUCT. ENc,,. DTL. 2. SC.ORE JOINT 9. CONTROL JOINT 4. EXPANSION JOINT !l. JOINT SEALANT, COLOR TO MATCH CONCRETE NOTI:: @ 5Al'IC-UT C-ONTROL JOINT (C-J) -5'e@ ,. ' I ·1 ,..----■ - - - - -,___.k- ®--i-: ! : ~ i ~---'~ +I I I Sl I I I I L _ ---. ---__ ..J_,1<-l :0 ·,@ l 1 1 © !"I.AN VIEi"! ~ b. CLOSED C.ELL SAC-KE:R ROD "l. SMOOTH !:>TEEL DOll'lEL AT EXPANSION JOINT. SL.IP JOINT ONE SIDE:. SIZE: 4 O.C.. SPACIN6 PER STRUCT. EN6. DTL. 8. C.ONCP<:ETE 5LAB I. PROVIDE EXPANSION JOINTS AT MAX. 20'-0" 0.C., OR AS SHOll'lN ON PL.AN, 4 INTERMEDIATE CONTROL JOINTS AT 10'·0" MAX. 0.C. OR A5 SHOY'IN ON PL.AN 4 SC.ORE JOINTS SHALL SE: INST ALL 5' O.C.. 4 L.E55 OR AS SHOll'lN ON CONSTRUCTION PLAN. u: C C 0- '-., 0- 0, '-., ['-, C 5 t: (C C ./ Lr. C ~ > l-o:: C lf LL 2. ADDITIONAL. JOINTS REQUIRED TO AVOID CRAKINc,, OF PAYINc,, TO SURFACE TO 0:: ElE PROVIDED ~ PRIOR APPROVAL ElY Oil'lNER OR L.ANDSCAPE ARC.HITEC.T. , ./ i---.---------------------------------------1--.----------------------------------+--.-------------------------------------c F PILASTER. D VEHICULAR. C.ONC.R.ETE FAYING A JOINT DETAILS +-er C t--'----------------------------------+--'----------------------------------+--'------------------------------------tc ,.I) I ,- ,.I) I ,.I) 18" .' ,, •'. . . ... J+.-----{ :2 . _,. .. ,· . ,.·,,:·· '•. ·: , ~f----15 .. . " ., -... ' . : .'',' ''. " ·· 11-----14 ., .,---.'· .. ·,. ., _,.. · .. " '.,· . : ; . . . , ' • • .J . . . ' ... ,·.· ·.:, ,. '· ... ·,. ··<:· LEGEND I. POUR IN PLACE C,ONC.RETE C.AP I/IV STUGGO FINISH 4 C.OLOR TO MATC.H ARCHITECTURE :2. BxBxlb C.M.U. SOLID GROUT ALL CELLS. 3. REBAR PER STRUCTURAL ENGINEER'S DETAILS 4. STUCCO FINISH AND COLOR TO MATCH ARGHITEG TUF<E S. FINISH GRADE I?. EXPANSION JOINT, PER JOINT DETAIL 1. ADJAC,ENT PAVEMENT 8. C,OMPAC, TED SUBGRADE, PER STRUCTURAL ENG DETAIL "I. CONCRETE FOOTING, PER STRUC.TURAL ENGINEER'S DETAIL 9/4"=1 1-011 /~--!I . . •: . ' . . . ;, .. ' LEGEND I. ROUND MORTAR C,AP V'I/ STUC.C.O FINISH TO MATC.H ARC.HITEC. TURE :2. 8Xl6XB CMU V'!ALL ii'!/ STUCCO FINISH TO MATC.H ARC.HITECTURE, BOTH SIDES 3, ADJACENT GRADE / PAVING PER CONSTRUCTION PLAN. 4. COMPACTED SUBGRADE PER STRUCT. ENG. DETAIL. S. FOOTING PER STRUC.T. ENG. DETAIL. NQTI:5: I. REBARS THROUGHOUT v-!ALL PER STRUC,T. ENG. DTL. :2. 6ROUT ALL GMU C,ELLS SOLID. 3. FOR CONCRETE FOOTIN<,, SIZES AND LOCATION OF REINFORCING STEEL, REFER TO STRUCTURAL ENG. DETAILS SC.ALE l"=l'-0" C LE6END SEC.TION SCALE SC.ALE l"=l'-0" 1"•1'-0" I. FINISH GRADE, :2" BELOI"< FINISH SURFACE <11> GROUNDCOVER 4 SHRUB. I" BELOV'l FINISH SURFAC,E@ TURF. 2. APPLY 1/:2" RADIUS NOSE TO ALL EXPOSED EDGES, TYP. 3. C-ONC-RETE FLATV'!ORK FINISH PER C-ONSTRUC-TION LEGEND 4. REBARS PER STRUC, T. EN<,,, DTL. 5. JOINTS PER C.ONST. PLAN AND PER "JOINT DETAILS", DTL. 'A', THIS SHEET. 6. COMPACTED SUB<,,RADE PER STRUC.T. E:Ne::,, DTL. 6 FEDE5TR.IAN CONCRETE FAYING 1'-~" HIGH PILASTER. AT FOOL G PILASTER.@ 5C.R.EEN V-4ALL5 E C.JvlU 5C.R.EEN V'iALLS @l---l+-..... . ' . 31--1r_.-~/ . •~ .. -< LEGEND I. MORTAR GAP V'l/ STUCCO FINISH TO MATCH ARCHITEC,TURE . :2. 8"X8"Xlb" C.MU BLOCK, GROUT FILL ALL CELLS SOLID. 3. STUC.C,O FINISH 4 C.OLOR TO MATCH ARC.H. 4. V'!ATER PROOFING MEMBRANE -USE PROTEC.TIVE C.OATIN6 DURIN<,, C.ONSTRUC.TION TO PROTECT INTE6RITY 1/8" ASPHALT IMPRE6RATED FIBER BOARD OREO. 5. 3" PVC PERFORATED DRAIN PIPE V'!RAP I"</ SCU.FT. OF FILTER FABRIC AND PEA <,,RAVEL I?. ADJACENT PAVEMENT 1. C.ONC.RETE FOOTING PER STRUCTURAL ENG>. DTL, 8. C.OMPAGTED SUBGRADE. NOTE, 1. <,,ROUT ALL C.MU CELLS SOLID. :2. FOR C,ONCRETE FOOTINIS SIZES AND LOCATION OF REINFORCING STEEL, REFER TO STRUCTURAL ENG. DETAILS FORl<EJ'T K. HAAG. An.A, INC LANDJCAPf ARCHl1[{]\JllE LANDflA~ING 1254 N. COAfT f!GHWAY LAGUNA Bl:AG-1, CA 92651 ,., f (9491 376-9066 ~ (949I :JJ6-9067 ~ .._o "- UC. 4605 1":: l'-0" I. FINISH <:>RADE, 2" ElE:LOV'I FINISH SURFAC.E @ eROUNDC.OVER & SHRUB. I" BEL.01"1 FINISH SURFACE@ TURF. 2. NATURAL COL.OR C.ONC.RETE SAND il'l/ Ll6HT BROOM FIN15H. 9. REFER TO PLAN FOR PAVEME:NT TYPE. C. C.ONC.R.ETE BAND "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REV!E\/ED BY• INSPECTOR DATE DATE t---,r--+-----------+----+--+----+--tl SHBEET I CITY OF CARLSBAD ~5 ~ PLANNING DEPARTMENT ~ ,_: :==~============..'.===:-ct LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS ,.,, VILLAS PHASE 2 0: CARLSBAl), CAUTORNIA ::; A_P_P ___ R◊_VE_:D\,~~Yi~I{),(,(,~----------9-9-0S-~ ASSISTANT PLANNING DIRECTOR DATE "' :z DATE INITIAL DATE INITIAL DATE INITIAL DWN t:N: I PROvCCT NO, I DRAWING NO. r:: I 0 ETAININ'-1"1ALL " REVISION DESCRIPTION CHKD BY: --CT 03-01 402-2U C! L_J..,;,r--_::.;. ......... o,:.~"..:;,'_::: _______________________________________________________________________________ .J.:E:;NG:;1N;;;E;;,;ER;_O:;;,F_;WOR;:Kl,. ___ .:__,,,;_...,:.;.,;__.;_ ___ ...J~□:.:;THE:;_R,:AP~P:RO:;;V,:AL;J._;c;;;1TY~A:PPR::;ov;;:A::;,LJ.';R;;V;;;\J;;;D;;B;;Y;;;'~~.:;-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;_;;;;;;;;;;;;;;;;;;;;;;;;J<t I I I' \ ' . , I.__.." ______ _.,_,,,,,.,.,.---r----..:'-r---,!)+--....JI _L_E_G_EN_D ______ _ . 1 )-...__!_._• j[__l__LJ_J__j_J----µ~ ---:-1 0 I J 0 0 ' , ·. . _/ 4\.---_:__/ . . . , ,, ' . I 1/ ' / G) ~ I/ ., 2 "-.. 0 0 0 0 I J 0 0 0 •' . . ~ ' : (6:)---~----- ' '. 4'-0" OPENIN6 ,. ELl=YATION SGAL.E, I" = 1'-0" M POOI../SPA EGUIPMENT ~OOD GATE 14 ...... - --< i ! 0\.--'-1--11-l~ • 2 J---l--«--1--+-W---' s )----,[ -l's . =; ,, -1'1 '' \I) ;z. l ,J) --' -{ :::, m r- @ w -{ --' --' () \) • 0.: Nt 2" EQ I '-!-,!µI---/ 6, -1-1-1-1---110 ~ lo+-+<-~----",-C) ( I -• _I '1-ti ( ' r 0 • : • .. ' C 1. 2 x b TONGUE 4 GROOVE CEDAR 5l.AT5 V'I/ 2" x 2" TUBULAR STEEL. FRAME. ALL. 5URFAGE FINISH t COL.OR TO MATCH ARCHITECTURE TRIM. 2. HEAVY DUTY 5El.F Cl.05IN6 HINGE. 5. l.OCKABL.E PASSA6E LEVER 4. CARRIA6E BOLT V'I/ SPLIT l.OCK V'IASHER 4 SQUARE NUT . BOL. T TO BE FLUSH V'I/ NUT. 5. ADJACENT CMU V'IAL.L b. ADJACENT PAYING, SEE PLAN 1. PROVIDE 5El.F LATCHIN6 PER COUNTY HEAL. TH CODE TO BE OPEN FR0"'1 OUTSIDE ON THE PERIMETER 6ATES ONL.Y NOTE: I. Al.l. SURFACE V'IEL.D5 SHALL. BE GROUND SMOOTH. 2. TREAT Al.l. EXPOSED SURFACES JI'!/ (2) COATS MOISTURE-PROOF PRl"'1ER 4 (2) COATS FINISH, COL.OR, Fl.AT Bl.ACK TO MATGH ARGHITEG TURE TRI"'1. :l, OV'INER OPTION TO HAVE FENGE POV'IDER-GOATED. 4. REFER TO STRUCTURAL. DE51&N GAL.CULATION5 FOR FOOTING SIZE t REINFORCING STEEL.. LE.SEND I. 5/B" 50. SOLID V'IROUGHT IRON FRAME 2. 1/2 5Q. SOLID PICKETS :l, 1/2" SQ. SOLID HORIZONTAL. SUPPORT. 4. CAST IRON COL.LARS #b8:l FOR i" BY Cl.ASSIC IRON SUPPL. Y, 5. BAT Jl'IIN6 MALE HINGE BY KING ARCHITECTURAL. "'1ETAL.5. 6. 1/2" DIA, BAT V'IING FEMAL.E HIN6E. HINGE BY KING ARCHITECTURAL. METAL.S. 1. l.OCKABLE LATCH AND l.EVER B. PNEUMATIC, 6ATE 5El.F Cl.OSER "l. ADJACENT PAVIN6 10. 2"X2" POST II. I l/2"X2" TOP RAIL 12. CONC. FOOTIN6 1:3, C"'1U COLU"'1N 14. STEEL. TAB NOTE: I. ALL SURFACE V'IEL.D5 SHALL BE 6ROUND SMOOTH. 2. TREAT ALL EXPOSED SURFACES 9. V'IITH (2) GOATS "'10ISTURE-PROOF PR1"'1ER AND (2) COATS FINISH (GOLOR BY OJl'INER). V'IRO\J6HT IRON ELEMENTS SHAL.l. BE MODEL.ED AFTER DETAIL. PROVIDED HEREIN. SHOP DRAV'IIN6 SHAL.l. BE PROVIDED BY CONTRACTOR FOR APPROV Al. BY OJl'INER AND l.ANDSGAPE ARCHITECT. . () I 11) \'l w (:J w (:J w (:J w N 8 1---11---11----ll---H-\-----------' 5 \--- 6---Hr-----------{ 4 \---II 4" y 8-1--- - - I;::;::-= tr'-I .. :_.;I Ii' Ill Ii' Ill I 1111; I JI' -:111= .. • • ..• -111. I' ~111 , ' 111 I ELEVATION SGAL.E, 5/4" = SECTION 1 ill_'.-~ ;~I I i'1 I: 5CAL.E, ;$/4" = l'-0" =1 I l=-111 ,ill, -1 I NOTE: LEGEND I. 6ROUT Al.l. CMU GEL.l.S SOL.ID. I. I l/2"XI" STEEL. REGTANGUL.AR TOP AND BOTTOM TUBING> 6. GOMPAGTED SUB6RADE PER STRUCTURAL EN6. DTL. 2. FOR GONGRETE FOOTIN6 SIZES AND LOCATION OF REINFORCIN6 STEEL, REFER TO STRUCTURAL. ENG. DETAILS 2. 1/2" STEEL SQUARE TUBING/PICKETS 9. I 1/2" X I 1/2" STEEL. SQUARE TUBIN6 SUPPORT @ 6' 0.C. 1. CONCRETE FOOTIN6 PER STRUCTURAL. EN6. DTL.. 5. Al.l. V'IEL.DS SHAL.l. BE 1/8" Fll.l.ET V'IELD5 Al.l. AROUND. SR.IND Al.l. V'IEL.D5 SMOOTH. 8. FINISH 6RADE 4. CAST IRON COLLARS TO MATGH FENCE @ FA"'1IL Y POOL. 5. CAST IRON COLLARS #689 FOR ~" BY Gl.A551G IRON SUPPL. Y. 4. PAINT ALL METAL MEMBERS V'IITH ONE GOAT PRIMER AND TV'IO COATS RUST-0-l.EUM OR EQUAL. COL.OR PER GONSTRUGTION 5PEGIFIGATION 5. PUNCH TOP AND BOTTOM RAIL.5 AS REQUIRED TO Rc:CEIVE PICKETS. 6, ALL. POSTS TO BE HOT DIPPED 6Al.V. K TUSUL.AR STEEL. POOL./ SPA SEC.URITY FENC.E PER CONST. i 'J _I _i - +I 14 SECTION SC.ALE 9/4"=1'-011 SGAL.E, 5/4"=1'-0" LE6'END I. Pll.ASTER BEYOND. 2. l"xl/2" STEEL RETANGULAR TUBIN6. 9. GAST IRON GOL.l.AR5 #689 FOR ~" BY Gl.ASSIG IRON SUPPLY. 4. 5/8" SOLID SQUARE BAR PICKETS 5. POUR IN Pl.AGE GONGRETE GAP. b. GORE DRILLED G.M.U. V'IALL TO RECEIVE FENGE SUPPORT PRIOR TO TILIN6 DRY PACKED MORTAR 1. FINISH 6RADE. B. REBARS PER STRUCTURAL EN6. DETAIL. NOTE: I. GROUT ALL GMU GEL.LS SOLID. 2. FOR CONCRETE FOOTIN6 SIZES AND LOCATION OF REINFORCING STEEL, REFER TO STRUCTURAL ENG. DETAILS :3. ALL Y'iELD5 SHALL BE 1/B" FILLET Jl'IELDS ALL AROUND. 6RIND ALL Jl'IELDS SMOOTH. 4. PAINT ALL. METAL MEMBERS V'IITH ONE GOAT PRl"'1ER AND TV'IO GOATS RUST-0-LEUM OR EQUAL.. GOLOR PER GONSTRUGTION SPEC.IFIGATION "I. 8X8XIE:> C.HU SOLID 6ROUT ALL GEL.LS. 5. PUNC.H TOP AND 60TTOM RAILS AS 10. C.ONC.RETE FOOTIN6 PER REQUIRED TO RECEIVE PICKETS. STRUCTURAL ENIS. DETAIL. b. Al.l. POSTS TO SE HOT DIPPED ,:;ALY. II. STUGGO FINISH AND GOLOR TO MATCH ARCHITECTURE. 12. AD.JAGENT PAVIN6 PER GONSTRUCTION PLAN 13. EXPANSION JOINT, PER JOINT DETAIL. 14. ADJAGENT PAVIN6 PER CONSTRUCTION 15. V'IATER PROOFIN6 MEMBRANE USE PROTECTIVE C.OATINc,, DURIN6 C.ON5TRUC.TION TO PROTECT INTEGRITY 1/8" ASPHALT l"'1PRE6RATl=D FIBER BOARD OR EQ. .. -. ' . .,, . :: <! lC er: a: <i:. G . CT 8' O" <i:. 1 '-0" 4'-0" 2'-0" 2'-0" 2'-0" 1'-0" <i:. I N 1" 1" 2'-011 2'-0° ---0)- fx'I l'v'I lxl ~ _., ... ~--•-__ '--·_·····•-~ I' kl I; "I IXF ·---.. ... ----.---... ----------·--,.c._--~--.. .. -.. . . ·---------I/ " .. · 9 I 1 1\1/ ~----. -·---I ,1 --.. -----_ ,,-·· ... _ -·--·--. 0 e.. . . 4 ,r C C G '- G 0- '-r--- C $ "C r--- C ·. I . . I .. .. ... .. .. . . . .... ' 5 ~ / u. C ' -tj- ~ -tj-,_ ; b I, ~ ! 1 ! ! C C / 0- <{ 6 ~ SC: / > .. / < (f <{ ~ / e, ~ • . , I O:'. C (f ,, / / -/ / / / / LL Q'. FRONT ELEVATION 'A' 5EC.TION 'B' / C " ' " " ' " $CALE, 1/2 • I -0 $CALE, 1/2 = I -0 +-(J C ,-----{ 2 C C / V, :::<: / (f A f--t---+-1--+++---+-+---+-+-- LE.SEND I. 4 11 X 4 11 2. 0" X 8" .JOIST. e. DOUElLE b" X 12" 6EA"'1 4. STEEL SADDLE TO SEC.URE DOU6LE 6xl2 BEAH ON POST GLAD WC.MU TO PROVIDE 24" SO. PILASTER 5. ::2' SQ. PILASTER, PER DET. H, SHEET B. J POOL. GATE 4 ~OOD AR.SOR FORRE.fT K. HAAG, AflA. INC. lANDJCAPE ARCHIK1Ul!: lAND Fl.ANNING □ 4 EQ. SPAC.ES 6. SOLID V'IROU6HT GATE DETAIL 'N', SHEET 'l. Cf:. i. TUBULAR STEEL FENC.E PER DETAIL 'K', SHEET GJ. e,_ AD.JAC.ENT PAVIN6. NOTE: SC.ALE 1/.211 =1'-0" REFER TO STRUCTURAL ENGINEER'S DETAILS FOR ALL TRELLIS MATERIALS AND C.ONNEG TIONS. "AS-BUILT" 1254 N. COAH HIGHWAY LAGUNA BEACH. CA 92651 ~ (9491 376-9066 ~ (9491 376-906/ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATJON OF PLANTJNG AREAS. TITLE _______ _ DATE t---t--+---------------f---+--1----1----l I SHgET I REVIEVED BY• INSPECTOR DATE CITY OF CARLSBAD rsi=iITi'sl ¼i PLANNING DEPARTMENT ~ .,_ <! LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS t VILLAS PHASE Z CARLSBAD, CAUFORNIA :::, C: ,-.. .... if. --~:!(!:i..,::__~=-------9-'t-oS' >- Ass1sTANr PLANNING DIRECTOR DATE c.; :z D·TE INITI'L OWN BY: ---PRO.ECT NO, I DRAWING NO. ,_. N A ~ ~ DATE INITIAL DATE INITIAL ,... POOL. G TE I.. RETAINING ~AL.I..~/ GUARDRAIL. AT POOL. REVISION DESCRIPTION CHKD BY:--I CT 03-01 402-2U C: .__.,_ _____________________________________________ .L,_.L, _________________________________________ .u.;;E;;;NG;;;;IN;;;E;;;ER;.O;F'_WO;;,;RKJ.. ____________ .;_ ___ ~~□::;TH[:;:.R.:AP:P:R□:v.::AL;..1._;c;;,1TY~A:PP:R::;ov:A::;.LJ.!;;;RV;;>,/~D;;B;;Y;;•~~~-------..!!;;;;;;;;;;;;;;;;.I<! I I 2 .--------------~------------------..... --!"'----------------------------"'!-------~-....... ------e-------------...-----i~--·~----l!--------~--.<(' • .. .... ,. • • "t EO EO EO = = <l:l (1 _I _I ----<10 I LEGEND I I. JULIUS BLUM 442e, HANDRAIL V'V I l/2"xl-l/4"x:l/16" U CHANNEL V'IELD TO : BOTTOM 2. JULIUS BLUM 442e,y VOLUTE ll'IELD : :l l---+-- TO RAIL. 9. INTEGRAL COLOR CONC. LIGHT ACID --t------0 ll'IASH FINISH V'I/ ll'IARNING STRIPING I "I AND TO MATCH VALET LOOP STEP I . () ' ll) ACCESS. I 4. ADJACENT PAVING 4 LANDING --k-_j.;=~~~=~=~=~=;$====i-+ PAYING, SEE PLAN FOR FINISH AND COLOR 5. POUR-IN-PLACE CONCRETE BASE/ FT6. PER STRUCTURAL DETAIL. 6. DIMENSION PER STRUCT. ENG. DET. 1. GOMPAGTED 5UBGRADE PER STRUGT. ENG. DTL. B. ll'IALL/PILASTER PER DETAIL "F", SHEET e,, "I. GMU, STEPPED ll'IALL STLJCC.O FINISH 4 GOLOR TO MATCH ARCHITECTURE. 10. ADJACENT RETAINING V'IALL PER DETAIL "L", SHEET 'I. 11. DELTA, ll'IK SERIES RECESSED STEP LIGHT, l:l ll'IATT MAX., FLOURESGENT BLACK. 12.ADJAGENT RETAINING ll'IALL TO PROTECT IN PLACES VERIFY. l:l. JULIUS BLUM 625 STEEL V'IALL BRACKET. 14.EXPANSION JOINT MATCH V'!ALL HEIGHT, STUCCO FINISH 4 GOLOR TO MATCH • () _, ll) ENLARGEMENT 'A' SC.ALE, 1/2" = l'-0" TV'! r EO EO ®-----'--0 EO EXISTING V'IA;:_::L,::L __ --,....,....,....,.....,...,A,--,,-;~,...,..-,-,....,.-,F==~'4==£=4===1==~==~-,i -., ' ·-({) r I ' ,, ~ I 14 , 10 n 4 ®-® 1--n i 18 ' @:; I~ ~ ~ 1/2" DIA. '°"' ,. ~ ~ I~ I~ I'- 2" ::,::: ~ ' ~ ~ ='---" A,_.,...,,, r-4"f I ~ ' """' ~ ---::: i"::::: ~ } ,/) z I~ ;1l1 ~ le= I= ~ I= I= 2i1 -, ,l,_I,_ / ' 0..: 7~ ~ l - ~ \-.C:::- . l 1-11 . " / ~ / = I/ • ~~~ SC.ALE, B/4" = 11-0" v-® I ~ I 5 6 i, i "I ' ., ' I. 5/B" 50. SOLID V'IROI.IGHT IRON FRANE 2. 1/2 SO. SOLID PICKETS 5. 1/2" SO. SOLID HORIZONTAL SUPPORT. 4. STEEL GOLLAR lle45-0:2-1:2 BY KIN6 ARGHITEG Tl.lRAL NETAL. 5. 1/2" DIA., GATE HANGER BOLT BY KING ARC.HITEGTURAL NETALS. 6. 1/2" DIA. BAT WING FENALE HINGE. BY KING ARGHITEG Tl.lRAL METALS. 1. LOCKABLE LATCH AND LEVER. 8. PILASTER PER SEPARATE DETAIL. "I. ADJACENT PAVING. 10. 5/8"X5"Xl8" STEEL GATE. II. 1/2" DIA. ANCHOR BOLT WELD TO 6ATE JAM. NOTE I. ALL SURFACE ll'IELDS SHALL BE GROUND SMOOTH. 2. TREAT ALL EXPOSED SURFACES V'IITH (2) GOATS N0I5TURE-PROOF PRIMER AND (2) COATS FINISH (COLOR BY OV'INER). 5. V'IROUGHT IRON ELEMENTS SHALL BE MODELED AFTER DETAIL PROVIDED HEREIN. SHOP DRAWING SHALL BE PROVIDED BY GONTRAGTOR FOR APPROVAL SY Ov-lNER AND LANDSCAPE ARCHITECT. ENLARGEMENT 'B' p PATIO ~ROUGHT IRON GATE VERIFY NOTE: I. JULIUS BLUM METAL COMPONENTS ARE AVAILABLE FROM, CLASSIC. IRON SUPPLY 12155 MAGNOLIA AVE.#IIA RIVERSIDE, GA "12505 ('10"1) 551-0400 • INSTALL ALL JULIUS BLUM MATERIALS TO BE INSTALLED PER MANUFACTURER SPEGIFIGATIONS. 2. ALL ll'IELDS SHALL BE 1/e," FILLET V'IELDS ALL AROUND GRIND ALL ll'IELDS SMOOTH. 9. PAINT ALL METAL MEMBERS V'I/ ONE COAT PRIMER AND Tll'IO COATS EXTERIOR ENAMEL. PAINT GOLOR PER CONST. NOTES. . () ' • '? 12" (() 5 C.ONC.RETE 5TEP5 $ RAIL5 .2'-0" I .----~--- II) SGALE·.-l/2Ti = I '-0" e'-o" EO. EO. 15 s EO. e, ...l&. • 3: ;ii Iv z ~ ~ -i (\ 3: C) )> l;1 X m· I I/ .... Nc:r1' TO !!>GAU, }- • tL ,() - I {l' =-w > 1 -6 ! I ....,,.--"_' . --I--= 111 i . • • -=-e, "'II • ·, .•. :1111i'll1, I . ,,_,, SC.ALE, 5/4"=1'-0" C.MU RETAINING ~ALL/ 5EAT LE6END I. DEGORATIVE POT PER OV'INER 2. POUR IN FLAC.E CONCRETE C.AP S. 8X8Xl6 C.MU STUCCO FINISH 4 COLOR TO MATCH ARGHITEC.TURE. 4. GRAVEL 5, DRAINAGE SLEEVE FOR POTS 6. FINISH GRADE 1. GONGRETE FOOTING 8. GONGRETE PAVING, ADJACENT FAYING PER CONSTRUCTION. :~..-!;I-----{ 6 µ,tj_.--li;dl .·. · ·~=H--0) 8 LE<!:,END I. POUR IN PLACE CONCRETE GAP/SEAT 2 STUGGO FINISH 4 GOLOR TO MATGH ARCH. S. C..M.U. SEATll'IALL GROUT SOLID ALL CELLS 4. ADJACENT PAVING PER C.ONSTRUGTION 5. EXPANSION JOINT, PER JOINT DETAIL. 6. V'IATER PROOFIN6 MEMBRANE -USE PROTECTIVE COATING DURIN6 CONSTRUCTION TO PROTECT INTEGRITY 1/£:," ASPHALT IMPREGRATED FIBER BOARD OR EQ. 1. FINISH GRADE 8. C.ONGRETE FOOTIN6 PER STRUCTURAL ENG. DETAIL "I. 5" PVC. PERFORATED DRAIN v-lRAP W/ 5 GU. FT. OF FILTER FABRIC t PEA GRAVEL. NOTE: I. GROUT ALL C.Ml.l GELLS SOLID. 2. FOR GONC.RETE FOOTING SIZES AND LOCATION OF REINFORGING STEEL, REFER TO STRUGTURAL EN<;;. DETAILS LE<!:,END I. POUR IN PLAGE CONCRETE GAP/SEAT 2. TALAVERA TILE VENEER 5. C..M.U. SEATv-lALL GROUT SOLID ALL GELLS 4. ADJACENT PAVING PER C.ON5TRUC.TION 5. EXPANSION JOINT, PER JOINT DETAIL. 6. REBARS PER STRUCTURAL ENG. DETAIL 1. STUGC.0 FINISH 4 COLOR TO MATGH ARCH. e,, FINISH GRADE -,· .... ·.,.,. ·, -~· / . · . .; : .. '. 4'-0 (f:_ I ---<IQ I•. _. •... .. \ .· .. ' ,·_, ·-·: . .. '. f-.--lf---ll-+---111--1 1 ·: ... .. '• .. : . 5 u.Je--11-1--.:...._--1-....:....--+----1 8 II :.-~..,..:...-'1----./----i 5 I, / 6 IHFIFfiFIF-IHF!Ffi;_,U,l .. / I y ////////////////////// 5EC.TION/ELEVATION 5/4"=1'-0" PLAN 15 \ I I SC.ALE, 1/2" = I '-0" I2H--+-- IS/-~ ®f.---'"-,~-- "----. . /ENLARGEMENT -\ SCALE, I" = l'-0" I I VARIES PER PLAN, VERIFY 5'-0" ':?'-0 _,_ __ .,,. 2 ~" MIN II EQ. SPAGES -----, s }---~ 5EC.TION/ELEVATION A S/4"=1'-0" 0 PATIO ~ALL, GATE $ RAIL.5 FormEJT K. HAAG, MA. INC. LANDJCAPE ARCJ,llKT\JRE LAND PLANNING ~ . C) ' ({) Q5 Ill Cl ' ,&, • () ' (() 6 PER PLAN .. ,•: . ·. ·. ·. ·. .. . · .. . · .. ... .-.. -: :.-: .5J.-.-.:-:::' ' . _, -·--·-··-·· t-·--·-.... . . . : . : : ·. ·. . . . -·. TYPIC.AL PATIO l"IALL LAYOUT SGALE, 1/4" = l'-0" LEGEND I. RAILING FENCE PER ENLARGEMENT 2. ARGHITEC.TURAL V'!ALL. 5. 8" V'IIDE CMU BLOGK ll'IALL 11'1/ STUGGO FINISH TO MATCH ARC.HITEC.TURE, SEE DETAIL 'E', SHEET 8. 4. OMIT GROUT 4 STUC,C,O AT 2'-6" ON (I) VERTICAL JOINT INTERSECTIN6 FINISH SURFAC.E FOR DRAINAGE TO EXTERIOR PLANTING AREA. 5. PATIO GONC.RETE PAVING PER CONST. LE6END, 6. FINISH GRADE. 1. GMU PILASTER PER DETAIL '6', SHEET e. e,, V'IROU6HT IRON GATE PER DETAIL 'f', SHEET L4 "I. CAST STEEL FINIAL #"I-XL EIY CLASSIC, IRON SUPPLY. 10. l"xl/2" STEEL RETANGULAR TUBING II. STEEL C.OLLAR 4145-02-12 BY KING ARC.HITEC.TURAL METAL. 12. 1/2" SOLID SQUARE BAR PICKETS. 15. 1/4" THK. 5" WIDE SASE PLATE, C-ONNEC-T V'V 1/2" DIA. 4" LAG SC.REW IN LEAD ANCHOR SHIELD. 14. 5/8" THK I" ll'IIDE STEEL TA6, C.ONNEC T V'V LAG SC.REIi'! IN LEAi" ANGHOR SHIELD. 15. TALEVERA TILE PER ARC.HITEC.T'5 PLAN. NOTE: I. ALL 5URfAC,E V'IELD5 5HALL 19E GROUND SMOOTH. 2. THREAT ALL EXPOSED 5URFAC.E5 V'IITH (2) C,OAT5 MOISTURE-PROOF PRIMER AND (2) GOATS FINISH (COLOR BY Oll'INER). 5. V'lROU&HT IRON ELEMENTS SHALL EIE MODELED AFTER DETAIL PROVIDED HEREIN. SHOP DRAV'IING, SHALL EIE PROVIDED BY C.ONTRAGTOR FOR APPROY AL BY Ov-lNER AND LAND5GAPE ARGHITEGT. 4. REFER TO CONSTRUCTION PLAN FOR VARIOUS PATIOS WALL CONDITIONS. 5. REFER TO C,IVIL ENG. PLAN FOR GRADING. "AS-BUILT" 1254 N. COA/1 HIGHWAY LAGUNA BEAGl, CA 92651 f. (949) 376-9066 f: (949) 376-90(,7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE. _______ _ DATE REVIEIJED BY1 INSPECTOR DATE C 3 t a: c_:: > f- 0:: C (./". Li.. 0:: / C +-u: C C C / U-, cs'. / u: PLAN SC.ALE, S/4" = l'-0" "I. EXPANSION JOINT, PER JOINT DETAIL, 10. COMPACTED 5UB6RADE PER STRUCTURE ENG. DETAIL. SGALE, 5/4"= I '-0" <I. C.ONGRETE FOOTING PER STRUGTURAL ENG. DETAIL l----l----+------+---+---1-----+--I ~ w: CITY OF CARLSBAD PLANNING DEPARTMENT <I SGALE, 5/4" = 1'-0" NOTE, I. GROUT ALL GNU CELLS SOLID, 2. FOR GONGRETE FOOTING SIZES AND LOCATION Of REINFORC.IN6 STEEL, REFER TO STRUCTURAL ENG. DETAILS LA COSTA RESORT & SPA CONSTRUCTION DETAILS VILLAS PHASE 2 CARLSBAD, CAUl'ORNIA ~ s 0: --if. >-c.; :z DWN BY: ___ PROJECT NO. DRAWING NO. r.,:: DATE INITIAL DATE INITIAL DATE INITIAL HKD BY AL EA IAIALL c ,__ CT 03-01 402-2U C.!: L~T-L:P.,:O~T~P~E:;D:,:E:5~T~::,.':_,:5::~T~~Y'l,:_;::_ ___________________________________________________________________ _lE;:NG1:N:E:;ER~o;:,.,:wo~R:Kl.--_;R,;;E:,.V~IS:,l.:,O_;N_D:,E:,S:.C;,;R,;;,IP•T_;l.:,O_;N ___ ~□~r:HE;:,R,:w::;PR:□:;;;vA:,:;LJ..:;c:;,1rv:.,:AP;:;PR:o:vA::;L~;;Rv;;v;;;D;;B;;;;Y;;' ~~;,,;;iiiiiiiiiiiiiiiiiiiiiiii;;;;.iiiiiiiiiiii;.;;iiiiiiiiiiiiiiiiii.;;:,l<1 ,-----------------------------.---~•.-----------P.--"'!!'.-----------------------------------------------,.---------'""'!.~.-------------•-•··•···•-•.•--~~---~------•----~---------~~ -·,,O --·-• @· u 1 . , ··"··-+-··"·-J-- NOTE I. HYDRAULIC, EN6. TO SIZE FUMFS, FILTERS, C,HLORINATOR 4 FILL, SUCTION 4 DETAIL LINES. 2. FOR C,ONCRETE FOOTIN6 SIZES 4 SIZE 4 LOCATION OF REINFORCIN6 STEEL, REFER TO STRUC-TURAL EN6. DETAILS 3. FOR MOUNTIN6 OF FOUNTAIN BOll'lLS, REFER TO STRUCTURAL EN6. DETAILS 4 MANUFACTURER'S REC,OMMENDATIONS 4. ALL il'lATER EXPOSED SURFACES OF THIS FOUNTAIN TO BE V'IATERPROOfED AS NECESSARY PER C,ONTRAC TOR. 5. HYDRAULIC, EN6INEER TO DESIGN, LOCATE AND CONNECT SUBMERSIBLE PUMP. Y'IALL FOUNTAIN #I • 5> t-• .l\ • J 15 • 9 ' in l!l'-t>" 1 EQUAL SFACES . .....•...... +-· ' i __ • .~ N ~-+-+---110 0 +---- -!-! ~ • i ! --! -i - ' 15 . , . ., _, . .- ~L-J 3 : 1f .:• I'- . ·11 ' :-~ ' . ., /•II•• _I ---1 :111 I, ~~ /': 1111 111 11111 --® 1 I i' 111 ° . . 4 II . . ,:ti UI I i 1111 -111 ....... -_....I ~ -111 -11--111_· -111 ° . . l::-11 PLAN VIE!Al SCALE, 1/2" = l'-0" II'-" 't:. • _9 ~ II --111=--''l1TTf _f II ELEVATION 'B' .. 111 .. SCALE, 1/2" = l'-0" 18 LEGEND I. C,MU FOUNTAIN V'IALL, CAP TO MATCH COPING. TILE TO MATCH BASIN BAGK V'IALL. STUC,C,O FINISH 4 C,OLOR TO MATCH ARCHITECTURE. 2. STUCCO FINISH AND COLOR TO MATCH ARC.HITEC-TURE. 5. 6"X6" TILE 45 DE6., C,OLOR 4 STYLE TO BE SELEC. TED BY OV'INER. 4. GLADIN6 MC.BEAN ORNAMENTAL VASE IN TIMELESS BEAUTY 88, C,OLOR TO BE SELEG TED BY OV'INER. 5. V'IALL SC.UPPER IN BRONZE BY THE _I==========j----n~=k FOUNTAIN PEOPLE. INC,. C 6. 4"X4" TILE. 1. FINISH 6RADE. 8. RECESSED FOUNTAIN LIGHTS. 'I. FOUNTAIN COPING. 10. EXPANSION JOINT . II. ADJACENT PAVING PER CONST. PLAN. 12. C.OMPAC.TED SUBGRADE PER STRUC.T. ENG DETAIL. 13. POUR IN PLACE C.ONC.RETE BASIN. 14. FOUNTAIN BOV'IL RETURN LINE. SIZE PER HYDRAULIC. ENG. 15. C.MU PILASTER l'</ C.AF, PER DETAIL "F" SHEET 8. 16. OCTAGONAL SHAPE FOUNTAIN BOV'IL · SUPPORT/PEDESTAL VENEER V'l/3X3 TILE. 11. V'IALL MOUNTED OVERFLOV'-1 4 SENSOR FOR FILL LINE. 18. CONCRETE FOOTING PER STRUCTURAL ENG. DETAIL. '---114 }-....../ ELEVATION 'A' 1'1. TUBULAR STEEL, POOL/SPA FENCE PER DETAIL 'K', SHEET 'I f------{6 1----(1 ~- ' 1---+-+------i 8 '1 SCALE, 1/2" = 1'-0" LEGEND I. C-MU r'<ALL V'-1/C,AP, STUCCO FINISH COLOR TO MATCH ARCHITECTURE. 2. 1/2 ROUNDED NATURAL STONE MOULDING TO MATCH V'IALL CAP. 4' 0 11 6. 4" >< 4" JOIST 1. b" X 8" BEAM ELEVATION SC-ALE, 1/2" = l'-0" 8. 1'-6" X I8"C.MU PILASTER PER DETAIL 'H', SHEET 8. '1. V'IOOD 6ATE PER DETAIL "M", SHEET "I. ®,__ ________________ ! PLAN VIE!Al 3. Jl'!ATER RETURN Jl'!ALL ESCUTC,HEON IN BRONZE (LOTUS) BY THE FOUNTAIN PEOPLE, INC. 4. THEME TALAVERA TILE C.OLOR $ STYLE TO BE SELECETED BY OV'INER. 10. PUMP. 11. STEEL SADDLE TO SEC.URE BEAM ON POST. SCALE, 1/2" = 1'-0" 5. PREC.AST CONG. 3' DIA. HALF 60V'IL. FB-I DURA ART STONE C.OLOR TO BE SELEC. TED BY OV'INER/LANDSGAPE ARC.HITEC.T. NOTE: REFER STRUCTURAL ENrSINEER'S DETAILS DETAILS FOR ALL TRELLIS MATERIALS 4 CONNECTIONS. ------.------. . . oc a II C) _\ C) II Cf). I • II N · II ELEVATION 't SC.ALE, 1/2" = l'-0" <t:. 14'-011 r.-- '-0" Lf6END I. C.MU il'!ALL ¥'</, STUCCO FINISH, 4 PRECAST CONG. CAP, STUCCO FIN. CAP 2. STUCC.O FINISH AND COLOR TO MATCH ARCHITECTURE. E.O. 3. 4"X4" TILE, STYLE 4 C.OLOR TO BE SELECTED BY OV'INER. 4. 6"X6" TILE 45 DEG .. STYLE AND COLOR TO BE SELECTED BY OV'INER. 5. PRECAST CONG. 3' DIA. HALF BOV'IL. FB-2 DURA ART STONE COLOR TO BE SELECTED BY OV'INER/LANDSGAPE ARGHITEC-T. b. FOUNTAIN V'IATER RETURN, V'IITH BRONZE SC.UPPERS BY THE FOUNTAIN PEOPLE, INC. 1. REC-ESSED FOUNTAIN LIGHTS. 8. FOUNTAIN BOV'IL RETURN LINE. SIZE PER HYDRAULIC ENG. <I. POUR IN PLACE CONCRETE BASIN. 10. C.MU PILASTER V'I/ CAF, PER DETAIL "F" SHEET 8. II. TULUBAR STEEL 6UARDRAIL, PER DETAIL "L" 5HEET '1. 12. RETAININ6 V'IALL PLANTER, PER DETAIL "L" SHEET '1. 13. FOUNTAIN COPIN6. 14. EXPANSION JOINT. IS. ADJACENT PAVING PER C.ONST. PLAN. 16. SLEEVES TO C,ONNEC,T DRAINS. 11. COMPACTED SUBGRADE PER STRUCT. ENG. DET. le>. BUBBLER NOZZLE, EAB-IOOA BY FOUNTAIN PEOPLE . l'I. C.MU FOUNTAIN V'IALL 20. Y'IALL MOUNTED OVERFLOV'-1 4 SENSOR FOR FILL LINE. 21. CONC. FOOTING PER STRUCTURAL EN6INEER DETAIL. 22. FOUNTAIN BASIN RETURN LINE V'-1/ISOLATED CONTROL VALVE 4 VALVE BOX FOR EAC,H BOl'<L AND NOZZLE. BASIN RETURN LINE TO RECEIVE AN ANTI VORTEX PLATE. SIZE FER HYDRAULIC. ENGINEER. T Y'IALL FOUNTAIN :111:4 FORREH K. HAAG, A/lA, INC. LANDfCAP!; M0,11KTUl(; LAND PLANNING E.O ... ., ~ 51-011 ,P, . < 00 0 0 . 0 oo • 0 ' .. Co O 0 ·, s ' • ' • • JI·, . SECTION SC.ALE, 1/2" = l'-0" 2:3. FINISH GRADE. 24. GLADDIN6 MCBEAN ORNAMENTAL POT IN CLASSIC, SERIES 236, COLOR TO BE SELECTED BY OJl'!NER. 25. FOT PEDESTAL PER 'R' SHEET 10. "AS-BUILT" 16 @ 2 4 r-r: C I"-: O'. "C (T. C f- 0::: C lf. LL. Q'. / C +-er C C C / lf. '-:. / lf. 1254 N. COAfT HIGHWAY LAGUNA BEAQ-l, CA 92651 ~ (949) 376·9066 ~ (949) 376-9067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE 1----+---1----l-------+----+----l----l LTIJ REVIE\JED BY• INSPECTOR DATE CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ ._ <O( LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS S VILLAS PHASE 2 CARL!rBAD, CALIFOIINIA 0: ,-. ... _AP_P_R_◊VE____:,ali!~Ll2./J.L_ _____ 9 _9 _ ~ ASSISTANT PLANNING DIRECTOR DATE C..: :z DATE INITIAL OATE INITIAL OATE INITIAL DWN BY: ---PRO.ECT NO. I DRAWING NO. re,:; V IAIALL FOUN AIN .. ,::). RE'v1SI0N DESCRIPTION CHKD BY: --CT 03-01 4O2-2U C! L:..L:'.:':!:!:.~:::::::~T~~:..;.,.,.:...,:;:. ______________________________________________________________________________ cE:NG:IN:E~ER~OF:.;WOR::Ki __ ..;,:.;.:::.:..:.::.::;~;:;_ ___ ~OT~H:E!R!AP:P:Ra:v:AL~~C~ITY~A:PP::R:::ov:A~L.u~RV~\J;;;D;;B;;Y;;•;;;;;;~-------;;;,;;;;;;;;;;;;;;;;.;;,l<I 4. Al.L i"!ATER EXPOSED SURFACES OF THIS FOUNTAIN TO BE il'!ATERPROOFED AS NECESSARY PER GONTRAC. TOR. 5. HYDRAULIC. ENGINEER TO DESIGN, LOCATE AND CONNECT SUBMERSIBLE PUMP. LEGEND 12 11 11 t '~ ,, ) I. 61.ADIN<S MCBEAN ORNAMENTAL VASE. TIMELESS BEAUTY ee, COi.OR TO BE SELECTED ElY OV'INER. 16 10 2. 9" THICK C.AP, POUR IN PLACE, COLOR ! FINISH TO MATCH ADJACENT PAVEMENT. C.AP TO SLOPE INll'!ARD GENTER OF FOUNTAIN@ 0.5% SLOPE. 9. VASE SUPPORT/PEDESTAL, OCTAGONAL SHAPE AS SHOV'IN ON PLAN, FOUR IN PLACE GONC.. 9X9" TILES VENEER. 4. FOUNTAIN BASIN BOTTOM 4 i"!ALLS, POUR IN PLACE GONG. 3X3" TILES VENEER. 5.FAGE OF FOUNTAIN BASIN V'IALL Vi/ TALAVERA TILE VENEER. b. C.OMPAGTED SUl3GRADE 1. il'!ATER LEVEL e,_ GONGRETE FOOTING. "I. ADJAC.ENT PAVING Y C,OURTY ARD FOUNTAIN #I '-'-\ \ \ \ I I \ I 'i:. 2 " " " ' 10. FOUNTAIN BOV'lL RETURN LINE V'l/ ISOLATED GONTRO VALVE BOX FOR EAC.H VASE 4 VALVE <t NOZZLE. BASIN RETURN LINE TO RECEIVE AN ANTI VORTEX PLATE PER HYDRAUI.IC, ENG. II. PROVIDE REQUIRED FRONT Ac.GESS SKIMMERS FOR SIZE OF FOUNTAIN BASIN. 12. V'lALI. MOUNTED OVERFLOV'l 4 SENSOR FOR FILL LINE. 13. REGESSED FOUNTAIN Ll6HTS 14. DRAIN LINE, GONNEGT TO DRY V'lELL 15. FOUNTAIN JET EPX-125 BY FOUNTAIN PEOPLE. 16. FOUNTAIN JET CASCADE NOZZLE. 11. SKIMMER LEGEND I. 9" DIA. GAST CONC. FOUNTAIN BOV'lL. (AVAILABLE THROUGH DURA ART STONE) 2. 9" THIC.K, POUR IN PLAC.E COLOR CONG. CAP Vs! LIGHT ACID V<ASH FINISH. 9. OC.TA6ONAL SHAPE FOUNTAIN BOY'IL SUPPORT/PEDESTAL VENEER Y'I/ 3X9" TILE. 4. POUR IN PLACE FOUNTAIN BASIN BOTTOM 4 Y'IALL VENEER Vi/ 3X3" TILE. 5. FACE OF FOUNTAIN BASIN V'lALL Y'I/ TALAVERA TILE b. Y'IATER LEVEL 1. GONG. FOOTIN6. I I I I 8. FOUNTAIN BOV'lL RETURN LINE Y'I/ ISOLATED I C,ONTROL VAi.VE 4 VALVE BOX EACH BOY'IL 4 JET \ I I \ \ \ \ '- ll--l---+11---~ 'I. REQUIRED SKIMMER I / I I I I 10. Y'IALL MOUNTED OVER.FLOY'! <t SENSOR FOR FILL LINE. II. RECESSED FOUNTAIN LIGHTS. 12. FOUNTAIN JET CASCADE NOZZLE. 13. SAV'l GUT JOINTS 14. EXPANSION JOINTS 15. COMPAGTED SUB6RADE 16. il'!IND SPEED SENSOR, REMOTE INSTALLATION PER MANUFAGT. REGOMMENDATION. NOTE 1. HYDRAULIC. ENG. TO SIZE PUMPS, FILTERS, GHLORINATOR <t FILL, SUGTION 4 DETAIL LINES. 2. FOR GONGRETE FOOTING SIZES 4 SIZE <t LOCATION OF REINFORGING STEEL, REFER TO STRUCTURAL ENG>. DETAILS J/'.I 1-",ALL FOUNTAIN #5 ,, , ,. --_., ,: .... , .... ,_ ----, ---11- , LEGEND .. ----------·-·· -·-· ------- ~ ,_ ___ l ___ F----I --.. ,. ,. "1 -~===~::i:'.::ti~ I -±J.:::::J-===jt~ -______ __( ___ ----4 LEGEND I. GMU V'IALL V'l/, POUR IN Pl.AGE GAP, STlJC,C,O FINISH, 4 GOLOR TO MATGH ARCHITECTURE. 2. GMU PILASTER 11'!/GAP, PER DETAIL "G" SHEET B. 9. GMU il'!ALL PER DETAIL "E" SHEET B. 4. FOUNTAIN V'lATER RETURN V'lALL ESGUTGHEON (LOTUS) BY THE FOUNTAIN PEOPLE, ING. 5. TALAVERA VENEER TILE. 6. PREGAST GONG. 9' DIA. HALF BOll'!L FB-2 DURA ART STONE COLOR TO BE SELECTED BY OV'lNER/LANDSGAPE ARCHITECT. -• ~ . w, ~ • <( ,r G lC er: 0: LI. C C " "-- " G "--1-- C s -c C ~ ~ @-----1. GLADDING MC.BEAN ORNAMENTAL POT Cl.ASIC SERIES 236, COLOR TO BE SEI.EGTED BY OJ/'lNER. / LI. C l'-6" PLAN SCALE, l/211<t:1=O" . a ' -• "' ' N • "' ' -- 4' ... I -+ l_ I I I 4 ' ' ' ' \ \ \ ,_ I , ' --·--·· ... , .. ···--· ---·--· ·--·----------~---' r--'-"-,,t '• \ ', ' ',y'· --,--i--,---,J ____ ------· -I PLAN SCALE, 3/4"=1'-0" 21---~ 8. POT PEDESTAL PER DEATIL "R" SHEET 10. '1. POUR IN PLAGE C,ONGRETE BASIN. 10. FINISH 6RADE. II. GOMPAGTED SUBGRADE PER STRUC.T. ENG. DET. 1:2. OVERFLOII'! "MUSHROOM" DRAIN; CRYSTAL FOUNTAIN'S MODEL IIDOA-200. 19. FOUNTAIN Y'IATER RETURN. 14. INSET/ REC.ESSED FOUNTAIN Ll6HT. 15. FOUNTAIN BASIN TILE. NOTE I. HYDRAULIC ENG. TO SIZE PUMPS, FILTERS, GHLORINATOR 4 FILL, SUCTION 4 DETAIL LINES. 2. FOR CONCRETE FOOTING SIZES <t SIZE 4 LOCATION OF REINFORGIN<S STEEL, REFER TO STRUC.TlJRAL EN6. DETAILS 3. FOR MOUNTING OF FOUNTAIN BOll'!LS, REFER TO STRUC.TlJRAL EN<S. DETAILS <t MANUFAGTURER'S REGOMMENDATIONS 4. ALL V<ATER EXPOSED SURFAGES OF THIS FOUNTAIN TO BE V<ATERPROOFED AS NEC.ESSARY PER GONTRACTOR. 5. HYDRAULIC, ENGINEER TO DESl6N, LOCATE AND GONNEC.T SUBMERSIBLE PUMP. ' -' - <l • • s ~ • I () --' - NOTE I. HYDRAULIC ENG. TO SIZE PUMPS, FILTERS, GHLORINATOR. 4 FILL, SUGTION 4 DETAIi. LINES. :2. FOR CONCRETE FOOTIN6 SIZES 4 SIZE 4 LOCATION OF REINFORCIN6 STEEL, REFER TO STRUCTURAL ENG. DETAILS 9. FOR MOUNTIN6 OF FOUNTAIN 60Y'ILS, REFER TO STRUCTURAL EN6. DETAILS 4 \ MANUFACTURER'S RECOMMENDATIONS ~ J; .• !).,, - ' " ' --------- ' ' ' .. --'L ~~-JLH l'-,--,.''1.-'-'--'---'~ .-,_· 1 1 11 __ 9 4. V'IIND SPEED SENSOR, REMOTE \ -INSTALLATION PER MANUFAC.T. ----"--'>II'' • \ 1-· RECOMMENDATION. ' a: -_ 5. ALL IAIATER EXPOSED 5URFAC-E5 OF THIS 1==_11•1-· Lccc==e='== -•• ' _ _ . ' , _ -~ ___ 11==_1 FOUNTAIN TO BE IAIATERPROOFED AS --~ NECESSARY PER GONTRAC-TOR. I I I I 11 ~, I I -11; I 11111111 11111111 11~1!1 I II lfrµ}mµ} I . ", ,: ! I I 111~ 6 ' ~~!:~L~iNi~~i~;~u~~~ii~IBLE -tj- ~ -tj- C C / G <( "== / / if <( > f-- O:'. C u: LI.. O:'. / C ~ (( C C C / u: :OS:: / <..r. 13 'I 111 --J== == I == == - ----• --, _-;if--'-1--L -----112 sc:.~~~li~,,~~O' -I l~-111-. .,111-,' ,I 11~-, 1111-I I lw-111111,'-I .;..;11_1 _11-'-l l:..:.l_11_1:-11 ..... 1_11_l:--· _,_-_';;;;.-...1. 4 ..;;';;;;;;·;;c.;.·_1-'-1 _1- 1 _1 _1~ _ _,_ ___________ ---I "AS-BUILT" FORREfT K. HAAG, AJlA. lfiC, LA~KM'E ARCHllKl\JlE LANDFtAN~~ 1254 N. COAfT flGHWAY LAGUNA BeA~. CA 92651 ~ (949) 376-9066 ~ (9491 o/6-9067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIEVED BY• INSPECTOR DATE I. OVERFLOV'I "MUSHROOM" DRAIN; 1. FOUNTAIN JET. 10. TILE PEDESTAL. 1---+-=l---=---------+------+---+---+-----l ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ _ CRYSTAL FOUNTAINS, MODEL OIDOA-2OO. 8. CAST-IN LEVEL SENSOR; BY GRYSTAL II. INLET FITTING; BY CRYSTAL FOUNTIANS, MODEL #IEB. 2. TILE ON ALL FOUNTAIN SURFACES_ "1 3. EXPANSION JOINT. 4. ADJACENT PAVIN&. 5. REGESSED FOUNTAIN LIGHTS. 6. FLUSH DRAIN, TIE INTO STORM DRAIN SYSTEM. BY GRYSTAL FOUNTAINS, MODEL IIDPA-2OO. FOUNTIANS MODEL #ESN-10O. CAST STONE FOUNATIN BOV'ILS, AVAILABLE THROUGH DUR.A ART STONE, 11010 LIVE OAK FONTANA, CA "12331 MODEL IIFB-1, 3 DIA. - I EA. C-OLOR, 5-15 SILICA IAIHITE FINISH, CAST STONE, AE ACID ETGH 12. "10% COMPAC.TED SUBGRADE. 19. FOUR IN PLACE CONCRETE BASIN. 14. FOUNTAIN JET CASCADE NOZZLE. 15. PUMP BOX FLUSH LID. <! LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS :i VILLAS PHASE 2 CC CARLSBAD, CALIFORNIA := A_P_P=RO~V~E~!'.l...;7~~~•~-----9 ~~s ~ ASSISTANT PLANNING DIRECTOR DATE C.: DATE INITIAL DWN BY: ---1 PROJECT NO. DRAWING NO. ~ DATE INITIAL DATE INITIAL CHKD BY a.:z:..i._c:..:;o,.;U;_R __ TY_;,A __ R.:D __ F...;,O_;U,.;,N,;.T_;A __ IN--#_2:.. _______________________ .l.,;.x.;.J,_c:..:;o_;U;_R.,;.;,TY_;,A __ R.:D:...F;.:O_;U,.;,N,;.T_;A~IN--#_S:.. ______________________ .i.:E:NG:IN~EE:.R;;:or.:wo:R:Kl...-~R.;:E~V;.:IS;,:IO;;.;N_D:.;E:.:S;.:C~Rl;;.P~Tl.:.O,.;,N ___ i.:□~TH!:ER:.;A::::PP;:R□v:A:;LJ.C~ITY~AP:PR:o::vA~L,L,;;R~V~V;;D;;B;;~'-~-~-~-~;;;;;-C;;;;T_o3_;;;;0;;;;1_.!,';.4;;0;;;;2iiiiiiiii2;;u~~ / \ / I t ' .L ' ------8" t . <\ ' <,, , L ' . \ ~ ENLAR6EMENT ~ I 5CALE, l"=l'-0" !--' C.C. ~LL ENTRY ELEVATION ~ ~ \ \ 2 / I / :3 4 5 ,-tt--( 6 LEcS-END I. CMLJ ii'!/ POLJR IN PLACE CONC-RETE V'IALL $ 5" THICK CAP, STLJC,C,O FINISH ~ C-OLOR TO MATC-H ARC-HITEC-TIJRE, SEE V'IALL DETAIL. 2. 4"X4" TILE, STYLE AND C-OLOR TO BE SELEG-TED BY OV'INER. 5. ADJACENT PAVING PER C.ONSTRLJC.TION FLAN. 4. 1'-6" PILASTER FER DETAIL H "SHEET 8". 5. 6'-0" Hl<::>H SC-REEN V'IALL PER DETAIL E "SHEET 8". 6. STIJC,C,O FINISH TO MATCH ARCHITECTLJRE. 1. RESORT V'IALL MOLJNT LIGHTING FIXTIJRE PER OV'INER. 12'-0" l'-6" '-1" ' _:::_-_-_-_-_-_-_::"""--,--s-;;IO'-------+-------+----,G=-'1<, L 'I I / ' ..I) ' • ,... () ' ..I) + 0-1 \I) IU :"l () \I) -' '1' . -() UI ,... 2l---+ ~---<5 11_6 11 ==!:!.::=========!:!.::== ."--\ 5 0------14 3 "' _, C, I 41---1---- • () _, '° ELEVATION SC.ALE, 1/2"=1'-0" LE<SEND I. 4" x 4" JOIST 2. 6" X 8" BEAM 3. V'IOOD GATE PER DETAIL "M", SHEET "I. 4. C-MU ENCLOSURE V'IALL AND BEYOND. 5. "1'-6" X IB"C.MU PILA5TER FER DETAIL 'H', SHEET 8. 6, ADJACENT PAVING "1. FINISH 6RADE b. STEEL SADDLE TO SEC.URE BEAM ON POST. "I . <SRAVEL 1 ,-~---j---... l 4'-0" OPENIN6 i 1 SECTION I ELEVATION SC-ALE, 1/2" = l'-0" A 24" I· 10·-o 1 TYPc,1_-'-----~~----.l'-1 PLAN VIEl'II 5C-ALE, 1/4" = l'-0" NOTE: REFER STRUC-TURAL ENGINEER'S DETAILS DETAILS FOR ALL TRELLIS MATERIALS i C,ONNEC-TIONS. • () ' ,... () I 1 J----I 10 $LOPE ti., .... AA POOL SEE PLAN, CONSTRLJCTION PLAN .jJ i. , I i ..........•. _; ___ L ... J. ____ L. i . . -~ --l ----1-------i -:. __ - .. 1... J ..... ., .. ___ L ___ I ! i -(--____ j ' I _/.. ____ '--- I I ' I . ! I • ,4 ·.,_ LEGl::ND ;3/4"::;;: I '-0" 1. POOL DECK INTE6RAL C-OLOR C,ONC,. VII/ LIGHT SANDBLAST FINISH. 2. POOL C,OPING PREC-AST INTEGRAL C-OLOR POOL/SPA C-OPIN6 5. POOL/SPA TILE TO BE SELEC.TED BY OV'INER. 4. FOOL STEP V'I/ 3/4" RADIUS NOSE 5. C-OMPAC-TED SUB<::>RADE PER STRUC-TlJRAL EN<::>. DETAIL 6. BOND BEAM PER STRUC.TIJRAL ENG. DETAIL 1. STAINLESS STEEL HANDRAIL PER HEAL TH DEPT. C-ODE 8. V'IATER LEVEL "I. MAXIMUM SLOPE TO DRAIN PER HEALTH DEPT. C-ODE 10. EXPANSION JOINT. C 3 t / LI. C -tj- -tj-c C / 0- <J: > / V. <( 1-- 0:'. C V Le. O:'. / C +- (f C C C / 1--....... --------------------------------------------------lv: II $LOPE ;:·. 2 1/2" " i i ! I I. SPA COPING . PREC-AST INTE6RAL C.OLOR C.ONC,. V'I/ LIGHT SANDElLAST FINISH. 2. V'IATER LEVEL I i \'I' I ((\ G)--- 2 12" 1211 1211 18" LOP >- ® I- \:,; • ' .. • ,. • • .. ' .. SC-ALE, 9/411 =1'-0" 6. SF'A SEAT V'I/ :3/4" RADIUS NOSE 1. STAINLESS STEEL HANDRAIL PER HEAL TH DEPT. C.ODE. 8. RAISED SPA DEC.K "I. SLOPE PER HEAL TH DEPT. C.ODE TO DRAIN. ::,:; / V 3. POOL/SPA TILE TO BE SELEG-TED BY OV'INER. 10. SPA JETS-C,OORDINATE V'I/ OV'INER FOR QUANTITY AND LOC-ATIONS OF SPA JETS. 4. BOND BEAN PER STRUC-TURAL ENG>. DETAIL. II. EXPAN:SION JOINT, TYP. 5. SPA STEP V'I/ 3/4" RADIUS NOSE 66 SPA fORREJT K. HAAG, AJIA, INC. LANDJ<:m; ARCHllKT\JRE LAND PLANNING 1254 N. COAfT HIGHWAY LAGUNA BEACH. CA 92651 f. (949) 376·9066 r. (949) 376-9061 12. C-OMPAC-T SUB<::>RADE PER STRUC-TlJRAL EN<::>. DTL. APPROVED FOR PLANTlNG AND IRRlGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE--------DATE REVIEVED BY• INSPECTOR DATE i----r----i------i---i-----i---t----t ~ CITY OF CARLSBAD fsHmsl ¼l PLANNING DEPARTMENT ~ .,_ <( LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS S VILLAS PHASE 2 a: CARLSBAD, CALIFORNIA ::: er. --=~~----9-9-0S-~ ASSISTANT PLANNING DIRECTOR DATE C..: DA'TE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---1 PROJECT NO. DRAWING NO. ~ L:D.:D;;,.1,.:,P.,,;O;.;:O~L::..;/..,:S~P,.;A;,.,:,.,:E;O::,U~IP.,,;ME~:,;,N.:,T;_;E:,N~C.;,:L:,,;0::,:5;;:U~R,::E:_;,4_,;.V-l;O;:.O;;,:D;;;_T,;,.R:.::E::L::L::,;,,:15;;;,_ _______________________________________________ i;EN:;:•G:1NE:ER~or~wo:R1<i ___ R.,;;E_v1 .. s.,;;10_N_D;.;;E;.;;s .. c_R1.P .. T1 .. 0N ___ .J.;□~rn::;,:ER~/JF;;:PR:□:;vA::;,LJ.,,;c:1TY.;.,:"";;;;PRO;;;:v:":;.L ,l.;;~;;~K;;JD;;8;;{y;;: ,;~~~;:.:_' __ c_r_o_3 __ 01_~_4_0_2_2_u;;;.1~ .1 ,e"-• • ______ ..,. _________ """ _________ .,.II"!!_"!'!'! ______ -""!, !""l!l!!!!!'!!!l!!!'!lliil!P""!!!!''!!l!i! ____________ _. _____ -_____________________ -_________ .., _______ ,'""'l.i-"------------ll"!!""!'lt------"'!!!!"--'"!'!"------"!--... _, ...... -<( I • I 1·. •• ··1 ,. .. . . I --' ,. -Ii" ... ,. J ·-. . " . , ·. ·. .. , .. L '• . "' " ' () ' ·. : ll) ' if\ J . ,, ; I ' ' .. '• .. " "' ,' •' I -- FF FIREPLACE ~I 16'-0" 50'--0" ll'-10" +-------".,,,..-----,l<---------'-•00~•--------,/' • I -() ' <fl -~,~. '\♦ \ 5, ' o,, \ 1/ 1/ =--::--L---:-"..--' ------ ..... , r Jc 7 ,_ " I I I I I I I I I I I I • • • • • I • I 1/ 1/ 1/ G) I 1/ • .. • ..'\ #' • .. • .. ,, • II • ·-·"•-/ ~---.~ I ~-~ /·c;;, 1 ... . ------• Ii' I '•, • -·-.t....---'\). I .... • ~ I I If~ • I • I I . ' -~-I I ~ I I I I I ' 7 i II -.. ) 11111 I I I I I I I I T. I I I I I I I I I ' I I I I ,_, I I_ I 11111 [I] ·-· •, " .. ■· ·• . , . .. ·■·· ► 8 1 -~ 1.--:::;o:---=--;;i . : .. ;,, _! - PLAN SGALE,1/2"=1'-O" NOTE I. GAS LINES AND CONNECTIONS TO 6E C.ONNEG TED TO 6AS STUB. C,ONTRAG TOR TO INSTALL. LEGEND I. ALL FIREPLACE FEATURES YIIITHIN THIS LINE TO BE INSTALLED PER "RNL ARCHITECTS" FIREPLACE Dl=TAIL IN THE SPA BUILDIN6 PLANS. 2. C,MU Sl=AT YIIALL, STVC,C,O TO MATCH ARCHITECTURE, 3" THK. CAP, POUR IN PLACE, COLOR 4 FINISH TO HATCH ADJACENT PAVEMENT. 3. PILASTER PER DETAIL"H", SHEET 8. 4. C.MU YIIALL YII/, STUC.C-0 FINISH TO MATC.H ARC.HITl=C.TURE 5. C.ONC,, FOOTIN6 PER STRUCTURAL EN6. DETAIL. 6. COMPACTED SU6GRADE PER STRUCTURAL EN6. DETAIL. w 1. POOL DECK, PAVIN6 PER CONST. PLAN 8. TALAVERA TILE "I. EXPANSION JOINT, PER JOINT DETAIL A, SHEET 8. 10. FINISH 6RADE * II. SECURITY FENCi= PER DETAIL 'K',.: • • ":_ SHEET "I. r.~::.Jc±:::Ji.~" Ill '---'--' I I I I I 2 REFER TO RNL ARCHITECTS SPA BUILD PLANS FOR • I FIREPLACE 4 C,HIHNEY 3. RAISE FIREPLACE HEARTH TO MATCH PROPOSED SEAT I I I I I YIIALL HEl6HT. 5 r r ' . . . . ' ', .. " . ·. () ,, ll) .. . .. . . .. ... " ·. ,• . ' ELEVATION SC.ALI=, 1/2"=1'-0" -· .. . ·-' .. . . : " ; ; ,. •' , : 11 .-y ·1 ' : .. ; .. ', I/ I/ 17 IV ~---12 ----3 .--•· I .. C II 1--=-_:,._c:_D,..tl . --I I I I I I I --, I SC,ALl=,1/2"=1'-O" LE6E~N=D _________ _ / / / / I I I I I I \ " - SIDE VIEJ/11 ENLAMEMENT SC.ALE, 111 =!1-011 13 ILi ----- - • () ' - - / 0 ■ PLAN VIEJ/11 SC.ALE, l"=l'-O" '<._ ' \ 2 / / N ~'57, ' / o,, ' I \ I : ... ·/ ... ...... : . ·.· : . .' •, . ....... . '• . . . . . . ··.: ·... . . ... . . . . . : ELEVATION SC.ALE, 1/2"= I '-0" LEGEND ----------- Pl=R PLAN I. B"xl/4"xl8" STEEL PLATE END DESl6N TO lvfATC.H CLUBHOUSE CAFE ARGH BASE. 2. 5/e," SO. SOLID STEEL FRAME 3. 1/2 SQ. SOLID STEEL AT 12" O.C.. 4. 5/1!," DIA. 6AL.VANIZE EXPANSION ElOL T AND SHIELD ·• . •,. . :.~ ... ,• ·. . ; . . '• ,: . •' . ,• . . . \· .. . . . . . . . . .. : ... :·' ..... 5 C LI. I'---~ . CY LI', C C G ...___ G G ...___ I'--- > f- (t' C V: LL Q'. / C ..- if. C c_: C () ~fl!!! ... _ ... =F'~~ ♦. I-I-----'. ~--.------,f:,A_l-f/ d;\ I I. FOUNTAIN JET C,A5C,ADE NOZZLE. 2. GAST STONE FOUNATIN BOl"ILS, AVAILABLE THROUGH DURA ART STONE, 5. 2' SQ. C,,M.U. FIL.ASTER PER DETAIL 'F', SHEET 8 &. CONCRETE PAVIN6 PER C.ONST. PLAN. 1. FINISH 6RADE . _, Ii" ' N Cl ' _, "' N ' PLAN SC.ALE, 1/2"= I '-0" : \ i . . . : . . . . . . . . . '. . . . . 1 •• ~ . I /, '<s I . . '1 . . •· . -----~ ----N ® .,.J.., J ,_~ I TTTTTT"ri,-rrr,rrM I • • I ... ... -----i ~. .. I • • I ... : ii.- ii I . . •• I ... I LEGEND L':--~ I. ALL FIREPLACE FEATURES YIIITHIN THIS LINE TO 61= INSTALLED PER "RNL ARCHITEC.TS" FIRl=PLAC,E DETAIL IN THE SPA BUILDIN6 FLANS, :2. C,MU SEAT l"IALL, STUCCO TO lvfATC.H ARCHITECTURE, 5" THK. C.AP, POUR IN PL.AGE, GOLOR 4 FINISH TO HATCH ADJACENT PAVEMENT. 5. PILASTER/ FEDETAL PER DET. R, SHEET '4. 4. C,MU YIIALL VV, STUC,GO FINISH TO HATGH ARGHITl=C.TURE 5. C.ONC.. FOOTING PER STRUCTURAL ENG. DETAIL . 6. GOHPAGTED SU66RADE PER STRUCTURAL EN6. DETAIL. 1. POOL DECK, PAVIN6 PER GONST. PLAN e,_ TALEVARA TILE "I. EXPANSION JOINT, FER JOINT DETAIL, SHEET 8. 10. FINISH 6RADE II. DECORATIVE POT, PER OYIINER. NOTE I. 6AS LINES AND CONNECTIONS TO BE GONNEC.Tl::D TO <SAS STVB. CONTRACTOR TO INSTALL. 2. REFER TO RNL ARCHITECTS SPA BUILD. FLANS FOR FIREPLACE 4 CHIMNEY 5. RAISE FIREPLACE HEARTH TO HATCH PROPOSED SEAT YIIALL HEIGHT, : ,:::_ "~:-1' ,✓,--·::·> 1 . , i ; / ,• . . . . . . . ~ : .. ..... ·,• ·: ELEVATION SGALE, 1/2"=1'-O" PLAN SGALE, 1/2"=1'-O" d 4 ' • <l ·-111-1 A -' d ' 0 • 11 ,-- -,<l ,i a<f -T--• 7c8 lTTl~m-m m-m-m-m-11-m-m-m m _m=1 LI "I SEC..TION 'A' SC.ALE, 1/2"•1'-O" 11010 LIVE OAK FONTANA, C,A "12951 MODEL IIFB-1, 5 DIA. • I EA. IIFB-1, 1.5' DIA-I COLOR, S-15 SILICA YIIHITE FINISH, CAST STONE, AE AC.ID ETCH S. OCTA6ONAL SHAPE FOUNTAIN ElOYIIL SUPPORT/ PEDESTAL VENEER VV 3"X5" TILE. 4. RECESSED FOUNTAIN LIGHTS. 5. OVERFLOV'I "HUSHROOH" DRAIN; CRYSTAL FOUNTAINS, HODEL #DOA-200. 6. TILE ON ALL FOUNTAIN SURFACES, COLOR ¢ STYLE TO BE SELEC. TED BY OYIINER. 1. EXPANSION JOINT. e,, C,OMPAC.TED SUElGRADE. "I. POUR IN PL.AGE CONCRETE BASIN. 10. ADJACENT PAVIN6 . 11. FLUSH DRAIN, TIYII INTO STORM DRAIN SYATEH. BY CRYSTAL FOUNTAINS, EE IRON ARC.H 8. EXPANSION JOINT PER JOINT DETAIL.. NOTE, I. ALL SURFACE l"IELDS SHALL BE 6ROUND SHOOTH. 2. TREAT ALL EXPOSED SURFACES YIIITH (2) COATS HOISTURE-PROOF PRIMER AND (2) GOATS FINISH (COLOR BY Ol"INER). 5. YIIROU6HT IRON ELEHENTS SHALL BE HODELED AFTER DETAIL PROVIDED HEREIN. SHOP DRAYIIIN6 SHALL 6E PROVIDED ElY GONTRAC.TOR FOR APPROVAL 6Y Ol"INER AND LANDSCAPE ARGHITEC.T. HODl::LIIDPrA~-~2~0~0:.~~~;:---~1iifi~;;:---'7-...L.. _______________ T ___ "M~~m11:r;;----1 FOIIREJTK.HMG.ASLA,I~ "AS-BUILT" LMOJCAFI: AllCHllKT\J~ LAtO PIAN~NG 1254 N. COArT HIGHWAY LAGUNA B~CH, CA 92651 ~ (949) 376-9066 ~ (9491376-90/il --APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, TITLE ______ _ DATE REVIEWED BY• INSPECTOR DATE ~ CITY OF CARLSBAD fSHITTs1 ~ 1---1---1---------------l---+--1----!----1 ~ PLANNING DEPARTMENT ~ ..,: !:==~================ <( LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS S VILLAS PHASE 2 (I: CARLSBAD, CALJJIORNIA ::: if. 9-9-os >- A_s_s-rs_T_A....:Ni.::T:iiP2tLLAL.NN:...r.lNG:.fd.n_1R __ E __ c'c:"T□....,R,------DA TE ~ APPROVE DATE INITIAL DATE INITIAL DATE INITIAL y OWN BY: ---PROJECT ND. I DRAWING NO. r,.: HH OUC.......,,.ACD FOUNTAIN ""4 CHKD 6 : --CT 03-01 402-2U c.'.: [G~G:l_:F~l:R~E~F~L::A:C.:::;E~#:2~----------------------------------------------..1~.;J,~C,::;~~r,..:;_;,1 •.::r,..:::_:_:::,:~~~~..,..:, ____________ J:E;::NG:::1"':;EE~R_:OF:.;:wo~R:KL __ _:R:E:,;V,;;IS:IO:,N~D:;E:S::C;;.R:IP•T~IO:,N,;_ ___ l!a:;;rH:;ER::_:AP:PR:a:vN..::;_J~c1~rv:,_;A:P:PR:;;o:::;vA:::,L~R;;V;;V;;D;;;;B;;Y;;' ;;;;;;~ _______ ;.;; ___ .;,I<! ~ ~ .-----------------------------,e--,--------P--..,;.---~---------------------,,..---------,-----------•--•---------•~""'1:,111111~-----•----------------'"""i~------"!'----l'----------, . . .~ . . ' ..... ' , '~, ~ ~ ~ 21 q ' ~ SECTION/ELEVATION '6' 5C-ALE, 1/2" = l'-0" l'-0" Ml . PER C.O l<l}----t----11'.½ ~ ' I J 1: ,1 1]' : l1 \ I 14 ®----•\ 11 11 -Ii' JI Ii' II I 11 11i'11 11 ~ 1 1 111_ -1 - - 5 6 i-..___ 2'-2" , " II , 11 " II • cl. I 2. , I Jt_· .·· -- ,. cl ' ' ' ' ;:,;; ·11l=IIT: I] i111111lli1' ,,_' 0-1 ,.---- 1 I SECTION/ELEVATION 'C,' 5GALE, 1/2" = l'-0" I 1/4" ENLARGEMENT NOT TO SCALE I O" MIN, ~C.ODE SC,ALE, 1/2"=1'-0" 2 \Jl a I. JULIUS BLUM 4428 HANDRAIL Vi/ l/2"xl-I/4"x3/16" U C,HANNEL l"!ELD TO ElOTTOM AND POSTS 2. JULIUS BLUM 4428V VOLUTE l'IIELD TO RAIL. 3. I 1/4" SQ. II GA POSTS, PROVIDE MID POST l'IIHEN STEPS EXC.EED 4 RISERS. 4. 3" H. / lb" Vi. "l"IHEEL GUIDE" C,URB. GORE DRILL C,ENTER OF C,URB FOR POST INSERT. 3" DIA. SCHED. 40 P.V.C,, OR STYRAFOAM SLEEVE. SET POST INTO SLEEVE I'll/ POR-ROG OR EQUAL. ONLY ON PLANTING EDGE 51DE. 5. PAVING PER C.ON5T~C,TION PLAN 6. C,QNC,RETE FTe>. PER STRIJC,TURAL DETAIL 1. C.OMPAC,TED SUBGRADE PER STRUCT. ENG. DTL. NOTE, I. JULIUS BLUM METAL C,OMPONENT5 ARE AVAILABLE FROM, C,LASSIC, IRON SUPPLY 12155 MAGNOLIA AVEJ•IIA RIVERSIDE, C,A <12509 (<IO<I) 351-0400 •C,LEARANCE BETl"IEEN HANDRAIL 4 ADJ. l"IALL SHALL BE 1-1/2" MIN. 2. ALL l'IIELDS SHALL BE 1/8" FILLET l"IELDS ALL AROUND GRIND ALL l"IELDS SMOOTH 9. PAINT ALL METAL MEMBERS 1-'l/ ONE C,OAT PRIMER AND Tl'IIO COAT5 EXTERIOR ENAMEL. PAINT GOLOR PER C,ONST. NOTES. 4. HANDRAIL POSTS SHALL BE 4" O.G. FROM OUTSIDE EDGE OF 5TEP POUR TYP. 5. RAMP 5LOPE, NOT TO EXGEED 8.5% PER GALIFORNIA AGGES51BILITY C-ODE • C,LEARANC,E BETV'IEEN HANDRAIL 4 ADJ. V'IALL SHALL ElE H/2" MIN. 6'-8" I • Ill ' (() □ PLAN 5C-ALE, 1/2" = l'-0" ~ 15'-5" 8'-6" 9'-611 0 0 L: ____ _ 4'- 12" L 5 TRE'AD E' C,ODE i------{5 NOTE: () _, ,I.) LL JULIUS BLUM 4428 HANDRAIL I'll/ I. JULIUS 6LUM METAL COMPONENTS I. 1/2"xl-l/4"x3/16" U C,HANNEL l'IIELD TO ARE AVAILABLE FROM, GLASSIG BOTTOl'-1 AND POSTS IRON SUPPLY 2. JULIUS BLUl'-1 4428V VOLUTE l'IIELD TO 12155 MA&NOLIA AVE.~IIA RAIL. RIVERSIDE, CA <12503 5 I 1/4" SQ II &A STEEL POSTS PROVIDE (<lO"I) s5 i-o 4 oo . MID POST l"IHEN STEPS EXGEED 4 RISERS. 2. ALL l'IIELDS SHALL BE 1/8" FILLET l"IELDS ALL AROUND &RIND ALL 4. EXPANSION JOINT5 PER JOINT DETAIL 5. ADJAC,ENT PAVING PER C,ONSTRUC,TION PLAN 6. C,ONC,RETE FTc,,, PER STRUe, TURAL 1. f3i"Ti'rJ.~AD / 6" RISER STEPS, POUR IN PLAC,E C.ONGRETE, STEP SURFACE FINISH TO MATGH ADJAC,ENT PAVEMENT B.COMPAC,TED SUMRADE PER STRUCT. ENG. DTL. l"IEL.DS SMOOTH 3. PAINT ALL METAL MEMBERS V'I/ ONE C,OAT PRIMER AND Tl'IIO GOATS EXTERIOR ENAMEL. PAINT COLOR PER C,ONST. NOTES. 4. HANDRAIL POSTS SHALL BE 4" O.C-. FROM OUTSIDE ED&E OF STEP POUR TYP. 5. C,LEARANC,E BETV'IEEN HANDRAIL 4 ADJ. l"IALL SHALL BE 1-1/2" MIN. 8'-t," I ~~2 " V _,,----,21 I I I I ---@ 13 6'-B" ~ () ' "' Ill I \ I IB 10 I C 5 'C I": > > 1- 0:'. C V: LL O:'. / C +- (( C C C / V: :::,:: / V. L:L-"'--__ -_""' _ __,'j &------0 ~-----< II @---- ~--;e, NOTE I. HYDRAULIC. ENG. TO SIZE PUMPS, FILTERS, GHLORINATOR 4 FILL, SUGTION 4 DETAIL LINES. \ 2. FOR GONGRETE FOOTING SIZES 4 SIZE 4 LOCATION OF REINFORGINe> STEEL, REFER TO STRUGTURAL EN6. DETAILS 9. FOR MOUNTING OF FOUNTAIN ElOl'IILS, REFER TO STRUGTURAL EN6. DETAILS 4 MANUFAGTURER'S RECOMMENDATIONS 4. l'IIIND SPEED SENSOR, REMOTE INSTALLATION PER MANUFACT. REGOMMENDATION. 5. ALL Y'IATER EXPOSED SURFAGES OF THIS FOUNTAIN TO BE il'lATERPROOFED AS NEC.ESSARY PER GONTRAGTOR. ~ALL FOUNTAIN #.2 fOllt!EJT K. HAAG, AJIA, IMC, LAl'DJCAP, ArolllKTURE LAND FUNNING __ L __ LEc:,END I. POUR IN PLAGE GONGRETE l'IIALL I'll/, STUGGO FINISH, 4 PREGAST GONG. C-AP. 2. STUCGO FINISH AND GOLOR TO MATCH ARGHITEG TURE. 9. TALA VERA VENEER TILE GOLOR / STYLE TO BE SELEGTED BY Oil'lNER. 4. FOUNTAIN il'lATER RETURN l'IIALL SGUPPER IN BRONZI': BY THE FOUNTAIN PEOPLE, ING. 5. 6LADDINi::, i'-'IC, BEAN ORNAMENTAL VASE IN TIMELESS BEAUTY e,e, COLOR TO BE SELECTED BY 01/'lNER/LANDSGAPE ARC.HITEG T. I -~ 13. GMU PILASTER WC-AP, PER DETAIL "F" SHEET 6. 14. ADJACENT PAVING PER CONST. PLAN. IS. ORNAMENTAL POT TO BE SELC-ETED BY Ol'IINER/LAND5C.APE ARC-HITEC-T. lb. PEDESTAL PER DEATIL "R" SHEET 10. 11. EXPANSION JOINT PER JOINT DETAIL. le. C.OMPAC.TED SUBGRADE PER STRUC-T. ENG. DET. l<l. COATS OF ASPHAL TIC-il'lATER MEl'-'IBRANE t 1/2 PRT VIIALL. PROTEC.Tl ON. 20. JOINT SEALANT. 21. 1/2 ROUNDED NATUF<.AL STONE MOULDING TO MATC.H VIIALL C-AP COVER. 6. OCTAGONAL SHAPE FOUNTAIN BOll'lL SUPPORT/PEDESTAL VENEER il'l/4X4 TILE. GONCRETE FOOTINi::, PER STRUCTURAL. ENG. DETAIL. 1. FOUNTAIN BOll'lL RETURN LINE. SIZE PER 22· HYDRAULIC. ENG. 29. PUl'-'IP FEED LINES TO BE EQUAL LENGTH 4 DIA. FROl'-1 OUTLET TO VASE. 8. FOUNTAIN GOPIN6. <l. INSET/ REGESSED FOUNTAIN Lli::,HT. 10. POUR IN PLAGE GONGRETE FOUNTAIN BASIN 4 il'lALL il'l/TILE. 11. il'lALL MOUNTED OVERFLOll'l 4 SENSOf:?. FOR FILL LINE. 12. EXISTING BUILDING il'lALL PER ARCHITEG T'S PLAN, VERIFY. 24. INLINE BALL VALVE FLOVII ADJUSTER SHALL BE PROVIDED FOi'<. EAC-H VASE. 25. 10 MIL. VISQUEEN. 26. 2-1/2" MIN. SAND SUBBASE. 21. PUMP BOX FLUSH LID. 2e,, DRAIN PER POOL C,ONTRAC,TOR. "AS-BUILT" 1254 N. COAJT HK;HWAY LACUNA Bl=AOl, CA 92651 /fi=""""':\=~7"1~-f-.APPROVED FOR PLANTING AND r.19491 376-9066 "19•9I '376-9067 IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE-------- REVIEIJED BY1 INSPECTOR DATE DATE 1-----l----l-----t---t----;---t-----i ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ ,_: -<I LA COSTA RESORT & SPA ~ PLANTING SPECIFICATIONS S VILLAS PHASE 2 0: CARLSBAD, CALIFORNIA ::; 9--9-05"' >-___ _,,,""""""'--''--.:, ~L--------DATE ,. ASSISTANT PLANNING DIRECTOR :Z OWN BY: PROJECT NO. DRAWING NO. C.: rz APPROVED , DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT 03-01 402-2U ~ l.::Jl!~~~..!..!~~:::!~~=-----------------------------------l:~i:!:~':=~d,~~1:-~~D~R~A~l:;;_ ________________________ cE:NG=IN~EE~R~OF:;,.:wo~R:Kl..--~R~E~Vl:S:IO~N:,;D:E:S:C~R:IP-T~IO:N~---~□:TH:;t::.R .:AP:PR:□:vA::;L.L~c1:TY~AP=PR:o:vA::;,LJ,:;;;RViii\JiiiiD;;;B;;Yijii• ~~!,;; _______ ,::. ___ ;;,1-<1 JJ RAMP 4 HANDRAIL "' @ -----..--- Cf: FOUNTAI 4 GATE -_J I P-1 + FS 45.0 ------+-- __l - 0 @ cf. PATIO 4 V'IALK, TY I P-1 ELEVATION B 5CALE, 1/2"= I '-0" ·o · ... -·- z <( i[ o. .. o Ii llJ Q_ 1J) llJ Ii ~ Ill_ --· <t:. DOOR ® r.===E3::::E=3::::E=C::::;::'...!--------~ I P-1 ® + FS 41.0 + r--ct PATIO 4 5'-10" FS 41.0 PA 10'-"I" I 7 r, - - I L" - - I I / // ( -/----1:: ..... 1-,s-, - / / / 0.. / / / "' PA 5. 2" I I / I ' + '- PA r-- P-1 -..... 1'.s-, V'l-4 F5 45. /.-- \ ;< I P-1 + FS 41.0 V'IALK, TY ,---I-- - --.....,._ .. ,ii I ll) -Ii 1/) )- 1- v--1 . ------ TV'l 41.5 _,,,----1 P-1 PA I I I I I N I C) / / / PA ~-L TV'l 50.5~ -C) TP 51.0 I TP 51.0 / / / TV'I - ~--- .q/ ~, _( ce" PA (6i tl-( ~----1-¥. - - ---"1---1--------~--+ --1---"1---1------~ tl-( --1-- I P-1 PA <t:. PATIO 4 V'IALK, TY I I I I P-1 I I I <t:. PATIO 4 V'lALK, TY I I I I P-1 I I Cf: PATIO 4 l"!ALK, TY ' y I I I -/ PA I / / -------- -__,__.,___~ ® @ @ ◊ ® I P-1 + FS 41.0 4' TYP. '----1-------,....~ ({) I N PA 5'-6" l'-1011 l'-1011 " '\,/'O. 10" ◊ ELEVATION A 5CALE, 1/2" = 1 '-0" @ PA 2'-6" PA V'l-4 () 01 ({) I !'I 11-1011 ' () I (1) () I -- .. (L ll) )- 1- I P-1 + FS 41. ----TV'I 5o.5-- ---TV'I 4"1.5 --- _.---TV'I 48.5 ·o 45.0 L" -"J ... I V'l--4~1~ TV'I 4"1.5 --- TV'! 50.5 TP 51.0 . I .. . . ' ,...,, , _____ TV'l 50.5 TV'l 4"1.5 TV'I 48.5 I F 46. i:, --+----I -l'cl--+-¥----->!.,',?--I + 46.85 I ~ I TP 51.0 i'.. 1-.. I I 46.5 45.0 LEcS,END I. PILA5TER PER DETAIL "F", 5HEET e,, 2. CMIJ Ji'lALL W 5TIJCC.O FINl5H, COLOR TO MATCH ARCHITECTURE. S. TALEVERA TILE. 4. CHU RETAININ& Ji'lALL Ji'l/ CONCRETE CAP, STUCC.O FINISH 4 COLOR TO MATCH ARCHITECTURE SEE DETAIL 'Q', SHEET 10. 5. ADJACENT PAVING CONC.RETE F'AVIN& PER CONSTRUCTION PLAN. b. CHU ADJACENT STEP Y'lALL. / LI. C "'1" ~ "'1" C C / 0. <( > / lf <( > I- Q.'. C u: LL [l'. / C _,_ PURPOSE OF THl5 FLAN 15 CONCEPT (f_ GRADING ONLY FOR COURTYARD, Ji'lALL5/ C F'ILATER5/ STEPS/ RAHFS. REFER TO CIVIL EN&INEER FOR PRECISE GRADING FLAN. C lf ::;:; / lf PA I r:::::-7g_,4:_4_,,,.:;::--r':::---::-=~T'...'.:V'l~4'....1'..::5:'..__ __ .;:::,,,_~--,~..:r.K~1 PA 48. '-V'l4. , I I ' I 1- PA TV'I 50.5~ TV'I 4"1.5 I '.I?', I P-1 4. ATIO 4 ALK, TY TP T 50. V'I 4"1.5 ' T~ 48. ' ~_.,_ ________ _ @ PLAN SC-ALE, 1/4";1'-0" PA - ---\ - + ' S 45.0 I ({) PA l ~ PA 'A J-._ 5'-"1" 1----------1--IL --1--4--l-__ __:,r==:'t:-'------'-----f--'k I I I P-1 <t:. ATIO 4 ALK, TY ~---'------------ ® FO\lAEST K. HAAG, AJIA, INC LANDJu\PE ARCHITECTUl<E LANDFtA~ING 1254 H. COAJT HIGHWAY LAGUNA S.A~. CA 92651 ~-1949) 376-9066 P. (949) 376-9061 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ DATE REVIEVED BY, INSPECTOR DATE ~ CITY OF CARLSBAD ~ ~ 1-----l,--+----------------1---+---1----1---I ~ PLANNING DEPARTMENT ~ .,_; ::===-============-==~ <I LA COSTA RESORT & SPA ~ CONSTRUCTION DETAILS S VILLAS PHASE 2 a: :>- ASSISTANT PLANNING DIRECTOR DATE C.: :z CARLSBAD, CAUFORN/A ::: l-----f--+----------------1---+--l---+----1 f-AfFP~P~RO~VE~o~F~~=;f======~~~~~s~~ er. DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ---PROJECT NO. DRAWING NO. r:,: 1,,;;,L,;,;L..1.,.5;,.;T.;;E;;;F_;:;5~/-R~E;;,;A~T.;,A.,;,;.;,IN.,;,l;,;.N,;,;G~;_j,'lj,;;,A~L;:L:..:E;;;N.;L;;,.A.,;;R_;:G;,;E:,;_M.;,:E::;,:N~T--------------------------------------------------------.J,:;EN:;:G:1NEE::,.R;;::o,_;wo:;;:R:KJ... __ ~RE:,Vl~S:;l,:,ON~D;,:E;,:S,:,CR~l~P~Tl,:,O~N---J,.::;□r:H£~R,::AP::;:PR:!;uv::;:A~LJ..:C~1rv:,:M':PR::;o;:,:vA::;,L,L;;~;;~;;~;;D;;8{;;~f' iii~;;;;;;;;;;;;C;;;;T;;;;;;O;;;;S;;;;;;;;O;;l;;;;;;;;;!. 4 ;;;;0;; 2 ;;;;;;; 2 ;;;;U;;,,I~ I -b.. <:) f'\) • I\.) c::::. •: ·-··;· \ --SHRUB LE6END 5YM6OL BOTANIC.AL NAME €> AGAPANTHUS ORIENTALIS @ CANNA (S) CLIVIA MINIATA Ill HEMEROC.ALLIS HYBRID @ Hl61CU5 :,PP. 0 JASMINUM ME5YNYI @ URIOPE <!,IGANTEA 0 LIRIOFE '1.JSCARI 0 MANDEVILLEA 5PLENDON5 @ PHILODENDRON BIPINNATIFIDUM @ PITTOSPORUM TENUIFOLIUM 0 PRUNUS CAROLINIANA -. ~ I\ ,,. ____ 1\ / / I I \ " -' \ ,, ,, I I I / ,, I;_,,- -_ II t::--' 1/ ~-' ..::::_ ---......... ........ __ .:::,._ I I l;_,,,-7 I ,,. ,,. ;, /. I / I ' \ _/ I I I I \ ♦ '.· 1.,, I \ \ t, II " V < ?-;JI(::----...... £ I/ \ \---_',. '\-4c,lfll><W .._,,,-y., I I\ \ 1,,1 I I \ \ I i, \ I " V ♦ .· :-: - COMMON NAME LILY OF THE NILE CANNA FIRE LILY DAYLIL Y PRIMRO5E JASMINE <;,IANT LILY TURF LILY lVRF NCN "RED RIDIN<!, HOOD" TR.EE PHILODENDRON 51.IVER 5HE:E:N CAROLINA LAUREL CHERRY 51ZE 5GAL 5GAL 5 GAL 5 6AL 15 c5,AL 156AL 5 c5,AL !l 6AI. 15 GAi. 15 6AL 15 6AL REMARK5 le" O.C,. 24" O.C. DY'iARF VARIETY Y'i/, MUL Tl COLOR FLOV>IERS 5' o.c. le" O.C. YELLOY'i FLOV>IER5 24"O.C,. 2' O.C. /5HRU6 VARIETY) 5' o.c. • -O.C. TALI. • VERTICAL FORM 5' o.c. - I I y __ 1 __ ~-I I I 5YM6O1. 60TANICAL NAME: ® 0 RO5EMARINU5 'PROTRATU5' 5TRELITZIA RE<!,INAE TRAC-HELO5PERMUM JA5MINOIDE5 6ROUNDC-OVER LEGEND 5YM6OL BOTANIC.AL NAME 60\JGAINVILLEA SPF. TRACHEL05PERMUM JA5MINOIDE5 t MANDEVILLA SPLENDEN5 ~ ANTANA MONTEVIDEN515 It: t: ·I ANT ANA MONTEVIDENSIS 6OLD RUSH' l2ZJ TURF LJ ANNUAL5 = GJ ----------MATCHLINE-SEE SHEET 18 COMMON NAME NC,N 61RD Of PARADISE STAR JA5MINE C.OMMON NAME 5AN DIE6O RED 5TAR JASMINE 'RED RIDIN6 HOOD' PURPLE LANTANA GOLD LANTANA 5OD SIZE! 56AL I <!-AL 51ZE 56AL 5 c5,AL 56AL 5 GAL 5 <;,AL 4" REMARK5 lb" O.&. 9' o.c. 90" O.C.. REMARK5 24' o.c, 24' O.C, (5HRUBY) 9' O.C...•:25% 5' O.C..-25% ti' o.c. /E ---.... -VINE LE6END I / I SYMBOL BOTANIC.AL NAME .. , , .. ~ < Dl5TICTl5 BLICC-INATOR.IA DISTICTl5 'RIVERS' ElOU6AINVILLEA SPF. MANDEVILLEA 'ALICE DU PONT' I / ~ ;j \ I I ,,_, I I / / '-' I ' ' ♦ -c:::=. I ~ \ 1,,1,, \ C.OMMON NAME SLOOD RED TRUMPET VINE ROY AL TRUMPET VINE SOUGAINVILLEA ALICE DU PONT MANDEVILLEA \ I SIZE 156AL 1!5 6AL l!5 GAL 15 <!,AL PLAN SHEET KEY I I .. , , .. REMARK5 ATTAC.H TO V>IALL t COLUMN5 ATTACH TO V>!ALL t COLUMN5 ATTACH TO Y'IALL t COLUMN5 I / ~ s Cl o&-... ~ ;j ,~ 1\ I/ <!)~ ,,. ____ \// 4t , , \ I I -7 "fi> '-.. "'-,,,,-/ ,,., <_ ~ ~ 1 \\ \---- / I I \ \ 1,,1 I I ♦ I I 1 V I s s s,s s s ----L s □ 0 \ " ---- .. , , .. ~ le-\ -' ! 0) VILLA B~ G.0, 2 Cl TREE LE6END 5YMBOL 0 0 BOTANICAL NAME CITRU5 RIO RED' HI 615CU5 (5TD J LOPHO5TEMON CONFERTU5 METRO51DE:RO5 EXCEL500 PHOENIX CANARIEN515 PHOENIX DACTYLIFERA 5TRELITZIA NICOLAI 5YA6RUS ROMANZOFFIANUM COMMON NAME c5,RAPEFRUIT TEIJOA Hl61SCUS BRISBANE BOX NEV>IZEALAND CHRISTMAS TREE C.ANARY ISLAND PALM DATE PALM PARADl5E c5,IANT BIRD OF QUEEN PALM :'16" BOX 15 c5,AL :'16" BOX :'16' BOX 20' 6.T.H. 25' B.T.H. 96" BOX 15' B.T.H. V>!A5HINGTONIA ROBLISTA MEXIC.AN FAN PALM 25' B.T.H. EXISTING CITRUS TO REMAIN, VERIFY EXISTINc!l, PALM TO REMAIN, VERIFY '. ' . + . \ + + ·, ++-j± .· + + -f + + + + + + + + +\ I + + + + + + + +<_ _ _.;--..:.. I + + + + 11ro;,i-.1 + + + + + + + -------- 1,.1, ~<f.c.-~tB h\J!ih-+ ...1.± + + + :t-+ 1--;:::(cl:'Fl~ .l':' ++I+++++ ++ ++++ + + + + + + + + + + + + + + + + + + + + ++++-1±..• \1lll?Tr>ll1:L+ + + -ti + STANDARD, V>IHITE V>IASHED TRUNK YELLOY'i / RED FLOY'iER5 STANDARD STANDARD MUL Tl·TRUNK oc. er. oc. G er. C C G ....__ G C 5 "C "i' C C / G <( > / if. <( > 1-- Q' C if. w.. 0:: / C +- Cf. C C C / if. ;<'. / if. ------------ FORREJT K. HAAG. AJIA INC. lANDJC'f'G A~lKT\JRE LAND Pl.ANNING 1254 N. COAIT HIGHWAY LAGUNA B~AGl, CA 92651 f. (949) 376-9066 r. {9491376-9067 ~~','\ i ,½< · .. , --~ . ' 1/. ~,,-r~ '""'Y~, ,:~ , < < , fJi> APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1----------+----1----1---+----l-----+----I Llr] "AS-BUILT" TITLE _________ _ DATE REVIE\JED BY, INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT ~: <I LA COSTA RESORT & SPA ~ PLANTING PLAN/LEGEND 5; VILLAS PHASE 2 0: CARLSBAD, CALIFORNIA ~ lf. .----------------------------------------------------------------------------------------------------------------------------.2 (_)_ ----- + • I \ ----------------- I I I I I --- 10 10 0 ', ' (0 10 - -(I O - 11 I f--+-------l--' I '--. ---+--------+, VILLA B DG. 3 rn 1 _ ~! • • 00 ------ PLAN SHEET KEY SCALE, I"= ---- 00 VIL FOllllEfT K. HAAG, AAA, INC. LANDJCAPE ARCHl'TOCllR; LAND Pl.AN~~ 1254 N. COAJT HIGHWAY I.AG.NA !ll'.ACH. CA 92651 ~ (949) 376-9066 ~ (949) 376-906J ---MATCHLINE • SEE SHEET 17 1--: l) 0 I 0l r-:;71:~ If I· I I\ --/---1-MATCHLINE • SEE SHEET 19 / / '< / ' ' -----/ -----/ i I _I - ' / A, / ' / ' v / ' "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE. _______ _ REVIE'wED BY• ~-·: I •• -I •• .I s s s s S, s !I ' DATE INSPECTOR DATE rSHEEil CITY OF CARLSBAD fsRm'5l 1-----1---1-----------------1---+----f---+---1 :=~=8=~=:::::::P::::L::::AN::::N:::I:::NG:::::D::E:::PA:::R:::T:::::ME::N::::T====-=:~=5~ DATE INITIAL DA TE INITIAL DA TE INrTIAL ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL LA COSTA RESORT & SPA PLANTING PLAN VILLAS PHASE 2 CAJ!LSBU>, CALIFORNIA ~AP~P~RO~~-~D•Ya:l~/(c,,-~('~=--=----9 ~-0.S ASSISTANT PLANNING DIRECTOR DA TE DWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY:__ CT 03-01 402-2U RV'wD BY• CB LC . . I"') _r, 0 > / u; <( > I 0::- 0 c.n '-"-- ~-}:::' ,/ ---------------------- + I .. + +: + l==:::;:::;.=+~=;+::o:::+~ + T + + + + + + +++++ + . • + e + \ :+: + +IU/H.,f, + + + + + + - ... + + + I++' +' + ' . + ' + ' + + + + + + + + )+ I + + + + + + + • + ' t==±=::::±:=±::::±:!::::::±::i=~ 1:: ____ ~ .._ + +' I:: + ' + + ' ■ + 1:: .+ + i ' I:: + . • +· 1> +· + + .,_ + + 1:+ +, + + + ■+ 1:: .+ + I:: + ■ + I:: ·I '+ +' I+ +: + + + • + ■+ -l +, + ' + I', s m s CL s MATCHLINE-SEE SHEET 18 ----------- '11 ! I ' I C icp [(] = = □ g g ------ ' ' ! ! ; ' ' lr □ VILLA BL G.i1 0) ---I MATCHL -~HEET20 / / / / ' \ ' ' / / / PLAN SHEET KEY / / / • \ \ / / s s / / / I \ -~-t~----,- 1 ■ C 3 -,:; r-c: C (', / I \ A'.}'.l+--~:____:'~:J:-c:;/,¢''-EXISTIN<S TREES TO '---.. r:: REMAIN, TYP. ~ ' \/ -/ I"' / / / l I )/ / /_ --• _J ___ _ FC.f\f.:-EJT K-. VA h.C, AJLA .. INC l.At;f)f(A?[ APCHr:r.cruRC lJ,f,D r1t)\~lf\tNG 1254 ~L COAST HK;H,:fiAY L,l:\(;tJ~lA dGA.(H, ():, !"14✓1 i~ \ I I II' / s s s APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ----·· """". I +--1 ■ ■ ■ "AS-BUILT" TITLE _______ _ REVJEIJED BY• INSPECTOR ....... --.•-·-··-··· I I DATE DATE > > l-o:: C if. LL. n, / C -(f C C C / if. l----+---+----------+----1---1---1---1 '-I =~=-I =C=I=T=Y==O=F=C=A=R=L=S=B=A=D=-'=I =5=:::;I ~'::· ,-PLANNING DEPARTMENT - APPROVED LA COSTA RESORT & SPA PLANTING PLAN VILLAS PHASE 2 CARLSBAD, CALIFORNIA E-E-s a: ,_ ,_ if. >-ASSISTANT PLANNING DIRECTOR DATE C.: :z OWN BY: ---PROJECT NO. DRAWING NO. r-· DATE INITIAL DA1E INITIAL DATE INITIAL "'" REVISION DESCRIPTION CHKD BY: --CT 03-01 402-2U c.! .._ ________________________________________________________________________________________________ .i.;;EN;,;G;;,IN;;;EE;;,R;,.Of;;;_WO;;;;;;Rl<;J. _______________ ...1~□;:;THE;::;:,R.:;f,F:;;PR;:□~V;;;A:;,L J..;;Cl~TY:..:Af':;:P;;;RO:;;V;;;A:;,L J,!;;,RViii,;IJiiiDiiiiB;Yii;i•~~;;;,.;;iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii;;.!iiiiiiiiiiiiiiiiiiiiiiiiiiii.!.I <I SC-ALE, I"= i - ii+ + •· + \ 1+: ] + I + - + + + ■ + + 1:: ➔ ➔ + ■+ + + I:: + + + + ■+ I:: + + + ■+ + ' I:: ' + ' + ■ + ' 1:: ' + + ■+ + + I:: + + + + ■+ I 1:: + I I I + + ■ I ■ ■ I I ■ I ■ ------------------ --·------ r- r + + + + + + + + + ---------- . "------· . -- ◄ ------------- ! ' ' I I ---------------·-··-I I I -------------I I I I I + + + + + + • MATCHLINE • SEE SHEET 19 ---------------------- (0 -·· _ _i + + 0 VILLA BLD ■ [r::J] (0 ID I I I () + + + + + + + 4 ! I 0 ' [r . ' i I ' 1-1 f,----------1 / + + + + D ~ . pD 0 G1 10 (l s s s I \='-===!=c==='~~==-.l-=-=--~==::-=c=c'===1c==::.'c===-'=~==.cc=.-c,,c-, + + + ' / 0 ! ___ _! ... _j ---· ----------------- ~ ---u--~- ! ! 0 ~ 4 ■ -[~:!flOC. f -LAGLi~iA(H CA 92651 -- ~ 19491 A-90•• ~ !9491 :r:1r9067 ~'1ll'.; -~,•:,, • • .I ■ ··I I .. I I I I I I ■ I ■ I ■ / ' ,, "r APPROVED .FOR PLANTING-AND --" . IRRIGAT[ON ONLY, [NCLUDING PRECISE LOCATION OF PLANTING AREAS. -ii. ex: ~ "i' 0, 0, ,r: C C 0, '.,_ 0, ~ '.,_ r~ C 5 'C "i' C 0, / ,r: C "i' "i' C C • -· / c, <{ > / (J. <{ > I- Ct: C V. LL. Ct: / C +-u: C C C / V. :,( / (J. PLAN SHEET KEY " ~ .. ' _, ,\ ~~ ,--:1,.~ • - , I"',\"' . (. '": / ' •c:;_l I-', ~ , l . ' "AS-BUILT" TITLE _______ _ DATE REV!Ew'ED BY• INSPECTOR DATE ■ 1-t---t---------t----t---;---1r--1 ~ CITY OF CARLSBAD PLANNING DEPARTMENT W: <I LA COSTA RESORT & SPA ~ PLANTING PLAN S APPROVED , VILLAS PHASE 2 CARLSB.AD, C.ALIFORNJ.A cc ,-,- lf. 9-9-gs: :>- Ass1sTANT PLANNING DIRECTOR DATE ~ DWN BY: ---PROJECT NO. I DRAWING NO. ra.: 5C,ALE, I" = 10'-0" DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---1 CT 03-01 402-2U c:.! L-----------------------------------------------------------------------------------------------------.J~rn:a:1N=E~ER:,.:;OF:.,:wo~R:Kl.---R~E~V~IS~l:O~N;_;:D~E~S~C~R~l~P~T~IO~N,;_ ___ .J.~OT~HE~R:_:AP:P:R□~v:,:A:;,,L J..:;ct:,;TY,;_:A:PP::R::;o:vA:;:L;J.,;R;V;w';;D;B;Y;•~~~~;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;!J <1 I H 8 II I -IZ'' Q. LEGEND I. i!--2" x 14" EYE BOLTS 2. 1/8" GALVANIZED CABLES !TYP.J ATT ACI-I VINE$ TO CABLES WITI-I TIE WIRE. 3 WALLA'ENCE 4, AMENDED BACKF'ILL MIX TO BE OF NATIVE SOIL ONLY !:>. SEE VINE PLANTING DETAIL ESPALIER. ON J/'IALL DETAIL SECTION LEGEND I. PALM TRUNK 2. FILTER FAEIRIC WITI-I 12 - 1- 12" DIA. X 3' DEEP SUMP MIN. FILLED WITI-I CLEAN NURSERY SAND. 3. ~8iJECROWN AT ORIGINAL. LINE OF e,_ TOP OF ROOTBALL TO BE I" ABOVE 4. 3" DIA. SNAP CAP AT 2" A60VE GRADE !c>. 3" DIA. PVC PIPE. CONNECT TO FINISH GRADE '!l. EXISTING $OIL SUB-SURFACE DRAINAGE, COORDINATE W/ CIVIL ENG. PL.AN 10. t:;:J~~PFte'A-11t;~~ILL. SEE &. WATER BASIN 3" MIN. DEPTH AFTER INITIAL WATERING 6Y 1-lOSE. REMOVE BASIN IN LAWN AREAS. II. Ofi<IGINAL LINE OF SLOPE 12. SLOPE, TYPICAL 7. 21 GRAM PLANT TA6LET. SEE SPECIFICATIONS PALM PLANTING DETAIL -ON SLOPE --10 NOTE -I= II L,1-111-0 LEGEND I. PALM TRUNK 2. ABOVE GRADE IRRIGATION 6UB6LER • REFER TO IRRIGATION DETAIL$ FOR INSTALLATION OF 6U6BLER 3. 3" DIA. SNAP CAP AT 2" A60VE GRADE 4. 3" DIA. PVC PIPE. CONNECT TO 5UB-5URFACE DRAINAGE, COORDINATE W/ CIVIL ENG. PLAN e,_ 4" BERM b. FINISH GRADE 7. 6ACKFILL MIX REFER TO 5FEC5. 8. 18 FT. BTH '!l PLANT TA6LETe -€>EE 5PECIFICATIONe 10 FILTER FABRIC II. COMPACTED 5UBGRADE 12. l:l" DIA. X 3' DEEP SUMP HIN. FILLED WITI-I CLEAN NURSERY SAND. 13. TOP OF ROOT6ALL TO BE I" ABOVE FINl51-1 GRADE 14. SEE SPECIFICATION$ FOR TYING FROND$ AND SKINNING TRUNK$ CONTRACTOR 51-!ALL PLACE PALM TRUNK IN EXACT CENTER OF TREE WELL CONTRACTOR &HALL PLACE PALM TRUNK IN EXACT CENTER OF TREE WELL REFER TO IRRIGATION PLAN$ TO COORDINATE INSTALLATION AND NUMBER OF IRRIGATION BUBBLER$ LANDSCAPE ARCHITECT TO APPROVE HEIGHT AND LOCATION OF PALMS PRIOR TO PLANTING PALM TREE ROOT BALLS VAF::Y PER TYPE OF PALM AND 5UPPLIER OF TREE$. CONTRACTOR SHALL VERIFY ROOTBALL 51ZE5 AND PIT REQUIREMENT$ PRIOR NTS E NTS F _J N SECTION 3 X WIDTI-I OF ROOTBALL LEGEND NOTE I. I:, GAL. VINE 2. WATER BASIN 3" MIN. TRAIN VINE TO FENCE / WALL DEPTI-I A$ INDICATED ON PLAN 3. FINl51-1 GRADE. 4. AMENDED BACKFILL MIX TO BE OF NATIVE SOIL ONLY :>. 21 GRAM PLANT TA6LET -SEE SPECIFICATIONS b. EXISTING SOIL 1, TOP OF ROOT6ALL TO 6E I" A60VE FINI51-1 GRADE VINE PLANTING DETAIL PREVAILING WIND a PLAN N.T.S. 0 SECTION LEGEND II I. V.I.T. TREE TIE SUPPORT STOCK NO, L.P. (OR APPROVED EQUAL! --I--,,,_,,, 3 X WIDTH b. 21 GRAM PLANT TA6LET. SEE 5PECIFICATIONS NTS 2 . ~1feti~:fwJ~Ai~i ~1,\lf· 1, TOP OF ROOTBALL TO 6E I" ABOVE 3. ROOT CROWN AT ORIGINAL LINE OF SLOPE 4 -WiT-!,'i.'1: retftlasrf-1::rri' ~1~ Rtr:l§~ 6ASIN IN LAWN AREA5. !;_ TOP OF ROOTBALL TO 6E I" A60VE FINISI-I GRADE FINISH GRADE e, EXISTING $OIL '!l. tS:~N~fif' C~~~~.Z'ric\=~ 501L I PLANT 10.0RIGINAL LINE OF $LOPE II. 2, I SLOPE, TYPICAL TREE PLANTING DETAIL -ON SLOPE NT& SECTION • • D D • D • • • • PLAN • LEGEND 1. PLANT MATERIAL 2. 2" DEEP MULCH 3. FIN151-1 GRADE 4. AMENDED BACKFILL MIX TO 6E OF NATIVE $OIL ONLY !:>. EDGE OF PAVING, WALK, WALL OR CURB &. 1/2 D, UNLE5& OTHERIJJl5E NOTED. NOTE LOCATE PLANT$ SPACED EQUAL Dl$TANCE ID! FROM EACI-I OTHER A$ 51-!0u.N. D -AS NOTED ON PLAN OR LEGEND D CANOPY TREE PLAN LEGEND I. ROOT 6ARRIER, COPOLYMER POLYPROPYLENE. INJECTION MOLDED ,080 TI-IICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORPORATION (800! 4:,8-7&&8. 2. CONCRETE WALK, BUILDING WALL, GARDEN WALL, CURB, OR OTI-IER I-IARD5CAPE FEATURE. <SEE SPECIFICATIONS) SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. INSTALLATION. ROOT BARRIER. DETAIL 3 X l\llDTH OF ROOTBALL LEGEND I. I OR !:> GAL. SHRUB 2. WATER BASIN 3" HIN. DEPTI-I 3, FINISH GRADE. --------<0 4. AMENDED BACKFILL MIX TO BE OF NATIVE $OIL ONL. Y !:>. 21 GRAM PLANT TABLET -5EE 5PECIFICATION5 b. EXISTING SOIL 7. TOP OF ROOTEIALL TO BE I" A60VE FIN151-1 GRADE SHRUB PLANTING DETAIL FORllEfT K. HAAG, A/lA, INC ( U>NDJCAPE ARCHl1ECTUi<E LAND FUNNING NT& NT& 1254 N. COAfT HIGHWAY -/;,f=:c""='!b,-.~~ LAGUNA PJ;ACH, CA 92651 P, [949) 376-9066 r. (949) 376-9067 A 12 " 120· PLAN LEGEND I. BOX TREE 2. REINFORCED RUBBER I-IOSE TIE WITI-I '!l GAUGE WIRE 3. WATER BASIN 3" MIN. DEPTI-I AFTER INITIAL WATERING BY 1-105E. REMOVE BASIN IN LAWN AREA$ 4. GUY A$ REQUIRED TO SUPPORT TREE /3 MIN.!. ADDITIONAL GUYS AS DIRECTED BY LANDSCAPE ARCI-IITECT !:>. 1/2" PVC SLEEVE 3 X WIDTI-I OF ROCTBAL!c &. FINISI-I GRADE 1. STEEL GUY ANCI-IOR 3&" LONG MAXWELL. OR EQUAL 8. ,I GRAM PLANT TABLET. SEE SPECIFICATIONS '!l. EXISTING SOIL 10. AMENDED BACKFILL MIX TO EIE OF NATIVE $OIL ONLY II. TOP OF ROOTEIAL.L TO EIE I" A60VE FIN 151-1 GRADE TR.EE PLANTING DETAIL -TRIPLE GUY F"l<EVAILlt<lu WIND 0 Ci) 0 . t "' l:' 4 Q ' ;- LEGEND I. llo!UBBER Hoee ANO :1ei GAUGi:E GALV. WIRE. STAPLE WIRE TO TREE 5TAKE 2. 2"• X 112>' LODuE F'OLE F'INE 5T AKE. K.EEt= CLEAR OF llcOOT BAL.L. eEE: 6F'ECIFICAT10NS 3. WATER ?=,Ai;IIN 3" MIN. DEFTI-I AFTER INITIAL WATERl)',..)C; BY I-IOSE. REMOVE BASIN IN LAUN AREAe, AND AS DIRECTED BY LAND6CAPE ARCl-l!Tf.-:T • -4. FINISH CsRADE !:,, 21 CSRAM F'LANT T A!!>LET. 6EE 5FECIFICATICN6 0 ,o, TOF' OF ROOTf3ALL TO f3E I" A!!lOVE FIN151-16Fi.ADE 7, AMENDED f3ACKFILL. 6EE e.FECIFICATICN5 ti,, EXISTING ~IL B TR.EE PLANTING DETAIL -DOUBLE STAKE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIE\JED BY1 INSPECTOR -.i<li> ;.# >~" rn1 rr C L1~ 0- 0- Lr: C C 0- '--- 0- ~ '---I'- C 5 -c: ,r: C 0- / LI. C -tj- ~ -tj- C C / 0- <{ > / V. <( > I- O:'. C if LL NTS O:'. / C ~ er C C C / V. :,,: / V. NTS DATE DATE CITY OF CARLSBAD rSHEffsl ~ PLANNING DEPARTMENT ~ ,_ <I l-------l------+------1----1--l----l----l ~ LA COSTA RESORT & SPA ~ PLANTING DETAILS 5 VILLAS PHASE 2 0: CARLSBAD, CAUFORNIA ::: u: --~~~ :!..---==---9--9..0S->- ASSISTANT PLANNING DIRECTOR DA TE c_; :z WN BY: ___ PROJECT NO. DRAWING NO. r:,-: DATE INITIAL OATE INITIAL DATE INITIAL CHKD y TO DRAINAGE 5Y5TEM OR 5UMP IN$TALLATION. I Esc IPTION 8 ,__ CT 03-01 402-2U c; L.:;J~_!P:,A;::L:;,:M:_P:=:L~A:_N:.:,T!I N~G~_:D~E:.:,T,:A~l,:L;_ __________ _J_!N~T~S:_~G:::J_,;;G;:!R.~O::;;U~N~D::;_::C-~O;;:;V.:::.,:;E:;:R~/::._:S~H=R.:::;:U~B;:..!D;;:;!;:E;,,!T,;,A::,:;I L:.,_ ______ .J._!N~TS;:,_.J. ________________ ~E:NGl:N:EE:,.R :;:or.,:wo:::;R:,KL,. _ _;,R:E~Vl;,:S;,:O~N-D:.:,:=R~.:,;,;, ___ 1.;□:,::1HE::;:R~N>:PR;::□:vA:;L.LC;:;1TY~Af';:PR::;;;o;:v"~L J.;;R;;V;;;\JD~B;;Y•~~;!,;;------;.;;---!.l<I l PLANTING SPECIFICATIONS PART l GENERAL 1.01 Scope of Work: Contractor shall provide all moterlals, labor and equipment Incidental to and necessary for completing all work. as Indicated on the drawings, as reasonably Implied, or as delineated in the Specifications as follows. 1.02 Standards: All work and materials shall comply with governing codes, safety orders, standards, and regulot.ions, ond meet the minimum requirements of the Sta11dard Speclflcat'ons For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance: A. All Contractors performing Site Development work, must be licensed In occordance with the lows of the State of California. i B. Contractor shall provide the Landscape Architect and the City with a 11st of Subcontractors and Material Suppliers expected to be employed during the course af construction. C. Contractor shall obtain and keep In force Public Llobllity and Property Damage Insurance, during entire course of the Construction Contract. The amount of Insurance shall be determined by Owner. D. Prior to start of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion dates. Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person In charge of the work. 1.04 Responsibilities and Coordination: A. Permits: The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract. The Contractor shall verify the location and depth of all underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost Incurred for ell temporary utilities such as water, electrical power and gas cs required by him for the construction of the project. Temporary services shall be coordinated with the Owner and other contractors on the job site. D. Survey, Reference Points, and Elevations: The Contractor Is responsible for establish Ing all surveys, reference points and elevations required by him, and shown on plans for proper execution of site construction. E. Traffic: The Contractor Is responsible for all temporary traffic barriers and detours required by him for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authorities. 1.05 Defective and Unauthorized Work: All work which Is determined by Inspection to be defective In Its construction or deficient In any of the requirements of the plans and specifications, shall be remedied or removed, and reploced by the Contractor at his own expense In a manner acceptable to the Landscape Architect and Owner. 1.06 Inspections: The Contractor shall arrange for Inspections by notifying the Landscape Architect, City ond governing authorities, 24 hours prior to time of inspection, unless otherwise noted. Inspections shall be as listed below, but not necessarily In this order. Only the Inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test). Soll Preparation and Finish Grading. Plant Material (delivery & placement). Substantial Completion Inspection ( at completion of landscape Improvements) -7 Days. Final Inspection ( ofter maintenance period) - 7 days. The contractor shall arrange a Preconstructlon job conference with the Landscape Architect and City a minimum of seven (7) days prior to the beginning work. 1.07 Guaranties: A. Plant Materials: All trees, shrubs, ground cover: bedding plants and lawn shall ll>e guaranteed from date of final acceptance of landscape construction for periods as follows: Trees 24" box & larger -1 year Trees 15 gal. & smaller • 1 year Shrubs All sizes = 120 days Ground Cover = 120 days Bedding Plant m 120 days Lawn (sod) = 120 days Lown (seed) • 120 days from first mowing Guarantees begin after the project acceptance by City and at the end of the 180-day maintenance period. Landscape Contractor shall replace and plant all materials which have died within the time span stated above, ot no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead material Is not replaced and planted within the 5 doy period, Owner may replace dead material with new material and charge the Landscape Contractor for all expenses Incurred. ' 1.08 Material and Labor Releases: Upon completion of the work, the Contractor shall present to the Owner, signed copies of oll labor and materials releases for all work performed under Site Development. 1.09 Disposol and Clean-up: Remove all waste materials (Including excavated material classified as unacceptable soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of It. During the course of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Cleon up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean, The site shall be cleaned upon the request of the Owner. PART 2 -EXECUTION 2.01 Protection: Keep all plant material delivered to site In a healthy condition for planting. Plants shall not be allowed to dry out. Bore root stock shall be separated and heeled-in, in most earth or other suitable moterlol untll planting. Bolled and burlapped plants shall have root boll covered with moist sawdust, wood chips or other suitable material until planting. 2.02 Installation: Detailed layout of plants within the plontlng areas shall be performed by Contractor and approved by the Landscape Architect and City prior to planting. Soil excovated from planting holes shall be amended to backfill around trees ond shrubs using the following mixture: Native, On-Site Soll with rock no greater than 1" in diameter Gro Power Plus, 5-3-1 0 15 lbs/cy Iron Sulfate @ 2 lbs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After backfilling, oonstruct a 3" earthen berm to form watering basin around each plant, to allow thorough water-In and establishment. Prior to Installation of turf and from around trees and shrubs. prior to City acceptance. ground caver, remove water basins Berms In turf areas to be removed PART 3 SOIL PREPARATION AND FINISH GRADING 3.01 Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and incidentol to the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or os delineated In the specifications. B. Furnishing, placement and grading, of topsoil for backfilling of planters If required. C. Cleaning and finish grading of planters areas and planting creos. 3.02 Topsoil: A. Existing on-site soils listed as 'acceptable' under 'Site Grading' specification. B. Topsail imported to site for use as fill, backfill in planters and mounding, shall be sandy textured. Slit plus cloy content of this soil shall be no greater than 15% by weight. The boron content of this sell shall be no greater than 1 part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 mlllimohos per centimeter at 25 C. In order to ensure conformance, samples of the Imported soil shall be submitted to on agronomic sells testing laboratory, approved by the project Landscape Architect for analysis prior to use. Result of testing to be delivered to City for approval, Soll test to include analysis and recommendations. 3.03 Soil Amendments: All soil amendments shall be as specified In the Agronomic Suitabillty/Fertlllty soils report furnished by the Contractor 3.04 Soll Preparation: All work on Irrigation system shall be complete and Inspected for recommended approval ond, fine grading completed, prior to rototilling and prior to soil amendment work. After rough grades have been established, prepare all lawn and planting areas by tllllng or cross ripping to a depth of 12". All rock and debris more than 2" In diameter shall be removed from the site, except for areas that ore to be sodded, in which all rock and debris more than 1" in diameter shall be removed. Apply , spread, and rototll In all soil amendments as recommended to a depth of 6". Water area thoroughly ofter rototilllng is complete. Incorporate evenly into the top 4" to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nltrollzed Redwood or Fir shaving or equal, 200 lbs. of Gro-Power or approved equal. The above soll conditioning are minimal qualities only and should be used only for bidding purpose, because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place. Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Coples of the soil test ta be provided during the Pre- construction job conference. • . ' ' ra.1 LI' 3.05 Finish Grading: 4.09 Pruning procedure: 5.06 lnstollotlan: "'" 1.r. After rototllling operations ore complete, grade areas to establish finish grades for planting. All flow lines shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period. Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 4.10 With the use of hand loppers and hand pruning sows, 35% or 40% of palm fronds shall be removed from all palms during the excavation period. Polm fronds shall be tied in on upright position with 2 ply oll natural binder twine. Twine shall be tied perpendicular to the palm frond11. Twine is to be applied tight enough to remain tied during oll transporting, •healing in" and planting phases of work. Disease control: Plant ground cover and bedding plants In moist soil and space as Indicated on plans. Each plant shall be planted with Its proportionate amount of soll so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. C's C's ,r: C C C's " C's ~ 3.06 Coordination: Palm trees may require pesticide applications per the recommendations of the s"' Diego County Agriculture Deportment. All pesticides shall be applied in accordance with the manufacturer's recommendations os well as all local, state and federal requirements for licensing and application. Regrade planter areas after planting, to restore smooth finish grade and to insure proper surface drainage. A 4" layer of mulch material shall b& spread over the entire planter area ofter grade " Weed abatement work shall be coordinated with the installation of the Irrigation system rototilling and soil omendment work, ond planting. (See Weed Abatement section). 4.11 Loading of Palms: 5.07 Is established. Watering shall begin Immediately after mulching. (Grading shall accommodate the mulch) Protection; ,.._ C 5 -c PART 4 -TREES AND SHRUBS Palms shall be loaded with hydraulic or conventional crones. Rigging shall consist of the highest quality nylon slings. When rigging is to be In contact with the trunk surface of palms, 2"x6.. number 3 grade or better lumber shell be placed between rigging and tree surface. Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. <..C C 4.01 Scope of Work: Boards shall be situated between the tree and rigging to ovoid any possible scars or unsightly abrasions that may be caused by the loading and unloading phose of work. Consideration shall be given In the selection of an adequately large crane to facilitate loading, C's - Provide oil material, equipment, and labor necessary to install all trees ond shrubs as shown on plans, as reasonably Implied and as delineated in the specifications. unloading and setting. This consideration shall vary based on any given site situation end is solely the liability and responsibility of the contrator and his subcontractors, PART 6 6.01 WEED ABATEMENT / LI' Scope of Work: C "'" ~ "'" 4. 02 Products 4.12 Transporting of Palms: Provide all material, equipment, and labor necessary to perform all work as Indicated on plans, as reasonably Implied, and as delineated in the specifications. C C A. Nomenclature -Plant names Indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery Is followed. B. Condition -Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall hove healthy, normal root systems, well-filling their container, buy not to the point of being root bound. Plants shall not be pruned ot anytime, and in no case shall trees be topped. C. Trees ond shrubs shall be growing at o recognized nursery in accordance with good horticulture practices ond shall be of the size and caliper normally associated with the container size specified on plans. Removal of all togs, labels, nursery stakes and ties from all plant material prohibited until the approval of the Londscope Architect or City. D. All plant material delivered ta the site showing signs of damage or disease or Is Insufficient in size to carry out the intent of the planting pion will not accepted and will be replaced at Contractor's expense. E. Sizes of Plants -Shall be as stated on the Plan. Contolner stock (1-gallon, 5-gollon, and 15-gollon) shall have been grown In containers for at least one (1) year, but not over two (2) years. F. Substitutions -Substitutions for Indicated plant material will be permitted provided the substitute materials ore approved In advance by the Owner and City Inspector, ana ore made at no odditlonol cost to the Owner. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. G. Plants Not Approved -Plants not approved are to be removed from site Immediately ond replaced with suitable plants. The Owner reserves the right to reject entire lots of plants represented by defected samples. H. Stoke all trees, as per details Immediately ofter planting to prevent wind damage. I. Plant trees that are to be located In lawn or ground cover areas after finish grades ore first established and allow at least 7 colendor days prior to installation of sold lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropriate details. 4.13 4.14 Trucks hauling palms shall meet all licensing requirements and abide by regulations governing any particular region where work is being performed, including, but not limited to, overload permits, over length permits and wide load permits. ''Triple stacking" of any load of palm trees is not acceptable. Truck loads shall conform to the highest standards ond shall be acceptable to the the office of Forrest K. Haag, ASLA, Inc, and the Owner's representative. Storage, "Healing in" and protection of Palms: If it is deemed necessary to harvest palms and delay their Immediate installation, palms shall be harvested, loaded, transported, and protected at a storage site approved by the office of Forrest K. Hoag, ASLA, Inc. ond the Owner's representative. Palms shall be stored in on oreo with a similar microcllmote to that of the project site where palms ore to be planted. Palms shall be "heoled in" with 100% clean and washed sand backfill. Sand shell be washed concrete or plaster sand. No beach sand or unapproved type of backfill material shall be considered. Palms shall be unloaded end "heoied in• at the storage site within 8 hours of excavation. A. After palms ore backfilled in o 100% washed plaster or concrete sand backfill, they shell remain "healed In• until planted. B. Palms shall be maintained by the contractor at the storage site and shall include the following fertilization schedule if unplanted for more than 60 consecutive days: apply to each tree well three pounds of 16-6-8 n.p.k. granular fertilizer, supplement with iron chelate (sequestrene 138) at the rote of 1 gallons per 100 gallons of water applied as o drench to each tree well. Fertilizer shall be applied sixty days after palms ore "healed in." Fertilizers shall only be applied to palms between Morch 1st and September 1st of any given year. Loading, transporting and unloading practices shall be adhered to as outlined in this specification when handling palms en route to the La Costa project destination and shall be loaded only once prior to arrival at the job-site in La Costa. Planting requirements: Planting pits for palm trees shall be a minimum of two feet wider than any side of the root ball. 100% washed concrete sand shall be used as backfill. Trees shall be planted near-vertical and plumbed with the opportunity given for approval by the representative from the office of Forrest K. Hoag, ASLA, Inc. and/or the Owner's representative ofter positioning of each tree and palm planting. Sand backfill shall be applied in layers and watered In to allow for settling, High pressure hose and nozzles shall be used to obtain at least 807. compaction in the planting pits of all palm trees. 80% compaction moy be achieved with the assistance of water and pneumatic tampers. Any adjustments necessary to straighten palms due to any site condition shell be mode by the contractor within 12 months ofter fine! acceptance of the project at no charge to the Owner. PART 5 -GROUND COVER AND BEDDING PLANTS 5.01 Scope of Work: Provide all materials and equipment and perform all work necessary for and Incidental to installing all ground cover and bedding 6.02 6.03 6.04 6.05 6.06 6.07 Quality Assurance: A. The Applicator of all weed control materials shall be licensed by the State of Collfornla as a Pest Control Operator and a Pest Control Advisor In addition to any subcontractor licenses that are required. B. All materials and methods must conform to Federal, State, and Local Regulations. Submittal: Prior to the Installation of any weed control materials, the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use In controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control moterlcils and methods with the intended planting and seed varieties present. Responsibility and Coordination: A. Landscape Contractor Is responsible for the erection of all signs and barriers required to prevent Intrusion Into the treated areas and to notify the public. B. No material or methods shall affect the lc,ndscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from dote of application. Non-Selective Herbicides: Non-selective contact herbicide and/or non-se'lectlve systemic herbicides (as recommended by the Pest Control Advisor) Selective Herbicides: Selectlve pre-emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) Weed Eradication; If In the opinion of the Pest Control Advisor, perennial grosses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Advisor's recommendations. / C's <( ---> / u: <! ---> f- O:'. C V. LL O:'. / C ~ [f_ C C C - / -(J :,,:: / if 4.03 Soil Amendments: plants, as shown on plans, as reasonably Implied, or delineated In the specifications. A. Prior to the Installation of the Irrigation system remove and clear all weeds and deleterious materials from planting areas, Soil amendments shall be os recommended In the Agronomic soils report 5.02 Bedding Plants: Allow herbicide to klll all weeds. Rake or hoe off all dead 4.04 Trees Stokes: Perennials and Annuals: Provide healthy container grown plants from a recognized nursery, and of the species and variety shown on plans. weeds to o depth of 1 • -2• below the surfoc,e of the soil, Physically remove all weeds from the site. 4.05 4.06 4.07 4.08 Tree stokes shall be lodge pole pine tree stakes. See tree staking detail on plans for further Information. Heolth and vigor: palms shall have straight trunks ond possess dork green foliage. showing signs of continued growth and development. Palms shall be free of insects or disease and shall be sprayed and monitored for ell pests ond disease prior to delivery to the site. Palm size determination: palm trees shall be ordered according to the brown trunk heights {BTH) shown on plans. Brown trunk heights shall be determined by the following criteria. No other criteria will be accepted as a basis for determination of BTH. It is the contractor's responsibility to convey the intent of this specification to nurseries when ordering palm to insure that they meet this criteria. A. Woshingtonio robusta: Brown trunk height shall be considered the distance from the top of the root boll to the base of the first living frond. B. Woshingtonlo filifero: Brown trunk height shall be considered the distance from the top of the root boll to the base of the first living frond, C. Phoenix doctylifero Brown trunk height shall be considered the distance from the top of the root boll to the apical meristem. D. Phoenix conorlensis: Brown trunk height shall be considered the distance from the top of the root boll to the top of the pineapple. E. Chomoerops humllls: Multi-trunked per plant legend and In container specified. Root boll minimum dimensions for Palm Trees shall be os follows: A. Washlngtonio robusta: 5.03 Ground Cover: Ground Cover: Provide ground cover of the species shown on plans, Ground cover shall be established ond well rooted In flats or similar containers. 5.04 Mulch: Mulch: Shall be of compcicted wood chip fiber. Submit sample to City Inspector for approval prior to planting. 5.05 Coordination: A. Do not have plants delivered ta the job site until site conditions are ready for planting. If planting Is delayed, keep plant roots moist and place In c, sheltered location protected from the sun, wind and other damaging elements. B. Soll preparation and fine grading shall be completed ond trees and shrubs installed prior to bedding plants and ground cover plan ting. FORl<E/T K. HAAG, AJl.A, K IANDfCAl'E AllCH1Kl\JlE IANDMNNING APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ DATE REVIEVED BY• B. c. D, E. 20 ft. BTH-2.5 ft cubed Washingtonlo fllifera: 20 ft. BTH-3.5 ft. cubed Phoenix doctyllfera: INSPECTOR DATE 20 ft. BTH-4 ft. X 4 ft. X 5 ft. deep ~ CITY OF CARLSBAD w t': Digging A. B. Phoenix conori&nsis: no ::ti Chomaerops humilis: l----+---1-----------------+--+---t----l---1 2 PLANNING DEPARTMENT 5 · Container specified. !===~==================='..===::::::: ~ rep~~~~m=~~fi: be dug by equipment limited to the following: LA COSTA RESORT & SPA ~ backhoe -trencher -hand dug excavation. PLANTING SPECIFICATIONS t:;;; While excavating, root bolls shall be intact ond In a relatively VILLAS PHASE 2 0::..,. moist condition. Anti-desiccants such as aerosol pruning -point or "wilt proof' shall be applied generously to root hairs " CARLSBAD, CALIFORNIA >- and severed roots 3/4" or larger throughout the excavation APPROVED _\j _ Y .' C q -r-r.r. process. Burlapping of the root mass is required during / .e.« 7--VU >- transport on hauls greater than 10 miles or on any palm ASSISTANT PLANNING DIRECTOR DATE ~ procured from a sandy soil condition. Shode cloth, 70% :Z B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, for a period of one year from dote of "nol acceptance of project. screen-grade or better, shell be wrapped around the crown DATE INITIAL OWN BY: I PROJECT NO. I DRAWING NO. t::,: and fronds of all palm trees, for loads traveling greater than REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ---~T 03-01 402-2U C..:: L----------------------------------------------------------------------------~1 o::_;m~ile:s~------------------------------------~E~N:G:IN:E:ER:_:OF:_WO:;R:K:l..---_;,~_:;.:,~.:,;:.:,:,;.;;;_,.;,~----.J~□~TH:E~R~PP:P:R~□V~AL:;,.,L~Ct~TY:,;Af'::P:R~a:vA~L;J.,;;R;V~V~Dii.;B;Y;• ;;;;;;;;;~·;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!,;;.iiiiiiiiiiiiiii;;;;;;;;J <C PLANTING SPECIFICATIONS 7.05 General: PART Z LANDSCAPE MAINTENANCE 7.01 Scope of Work: Provide oil materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements as reasonably Implied or os delineated In the specifications Including, but not llm'lted to the following: Maintain all plants and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs, Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.01 Palms: A. Strings should be left tied for o,iproxlmotely 45 days, In windy weather they should be left longer and In hot dry weather they con sometimes be untied sooner. The primary Indicator is when the palms starts pushing new growth, It should be ready. On Canariensis only untie the tight strings (usually 2) leaving the loose string for approximately 1 month longt". B. All tools used to trim must be submerged In 50% chlorox bleach for a minimum of 20 min. prior to use and between every palm. Chainsaws should not be used, due to difficulty in sterlizotlon. C. It Is absolutely Imperative to the re-establishment and therefore health of palms that within the first several years ofter transplanting they are trimmed very little. D. Remove only the dead, dying, and broken fronds, fruiting structures and associated fruit. Do Not remove any live fronds above the first frond that Is parallel with the horizon. 7.02 Fertlllzers: 7.03 7.04 A. Commercial fertilizers with an analysis of 5-3-1-Gro-Power Plus, and 12-8-8 Gro-Power Controlled Release Nitrogen, as designated herein, or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393- 3744. B. Ammonium Sulfate: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural miner, with the State Department of A~rlculture In compliance with Article 2 -"Fertilizer Materials, Section 1030 of the Agricultural Code. C. Planting tob'•ts a. Ground cover: 5 grams with a minimum grade 20-10-5. b. Shrubs and trees: 21 grams with a minimum grade 20-10-5. E1ACKFILL MIX: A. Standard backfill mix: use Import top soil, stockpile tops<'II, or on site based on the soils report. Backfill shall Include 1 /3 nitrolized redwood, 2/3 native soil w/ 1 year "BestPak" fertilizer pockets. Application rote to be per manufacturers recommendation/specification (or obtain soils lest and follow recommendations). B. Acid loving plant mix: use Import top soil, stockpile topsoil, or on site soil based on the soils report. This mix is for bidding only. See pion for indication of acid loving plant material blend per cubic yard: Topsoil/Import soil -1 port by volume Nitrolizing organic amendment -5 parts by volume Composted leaf mold -4 ports by volume ACCESSORIES: (Where applicable) A. Tree ties: Commercially manufactured ties from black tire casings, cut to o minimum ten-inch {10") length and held in place by 9 gauge galvanized wire "r split plastic hose shall be "cinch tie" or approved equal. B. Tree stokes: Reddy Stake System {888)333-3090 install p~r manufacturer's r,ecommendotions, or approved equol. C. Guy wires: 6-9 gauge galvanized wire; not to be spliced, D. Guy wire hose: 3/8" or 5/16" x .062" wt polyethylene tubing by Ward Manufacturing (714) 631-5055. E. Steel guy anchor: 36" long Maxwell or approved equal. Install per manufacturer's recommendations. F', Root barrier: Copolymer polypropylene, injection molded, .080 thickness root barrier as manufactured by Deep Root Corporation (800)458-7668. Use model no. UB 24-2 adjacent to curbs and paved surfaces. Use model no. UB 36-2 adjacent ta garden walls or wrought Iron fences. Use model no. UB 48-2 adjacent to retaining walls or building footings. See plans and details for locations. Install per manufacturer's recommendations. Oeeproot or approved barriers ore to be installed per detail provided. All tree species planted within 3' -o• of paving or wall shall require Deeproot barriers. G. Polyethylene edging: Trex 1" black or approved equal. (To be installed per detail provided,) Installed per manufocturer's specifications. Maintenance shall start Immediately after landscape Irrigation and planting. Maintain all plants and planted areas on a continuous basis as they ore Installed during the progress of the work, and continue to maintain them until final acceptance of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate Irrigation system on on established program to maintain all plants and planted areas In o healthy condition. Irrigation system run-off shall be kept to a minimum. Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to Its original condition at no cost to the Owner. failure of any part of the Irrigation system shall be brought to the attention of the Owner. No repairs other than emergency repairs shall be accomplished without written permission from the Owner. B. Weed Control: Keep all planted areas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concentrations of weeds manually or by on approved herbicide program, C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by on approved method of pest control, to keep all plants and planted areas free of Insects and disease. Method shall be reviewed by the Owner prior to any applications. Pest Control shall Include Gopher control. D. Prunlng: Prune all plants as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground cover to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles: repair damage. PART 8 ACCEPTANCE OF PROJECT 8.01 General: Upon completion of Installation, a maintenance period of a minimum of 180 days for all landscaped areas Is required prior to flnal acceptance of the work by the Owner. The Commencement date for the maintenance period shall commence upon written approval for all phases of planting Installation by the Owner. Maintenance period sholl be adequate to verify plant characteristics and establishment. A. Two Inspections shall be made that affect the establishment period: The first after all plantings have been completely Installed in order to approve the beginning of the establishment period, and the second at the end of the establishment period. If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and con be approved. B. At termination of establishment period all plant material shall be live, healthy, undamaged, and free of Infestation, Inferior plantings shall be replaced and brought to a satisfactory condition before final acceptance of work will be mode. All areas shall be neatly raked and free of weeds. FORREST K. HAAG, AJIA, INC. LANDSCAl'e ARCHllECllJllE LAND PIANNING 1254 N. COAST HIGHWAY LAGUNA BEAGI. CA 92651 ~ {949) 376-9066 r. (949) 376-9067 ...... -q_:: ___ •1--h It:, 14605 .lOS,plOll OP.DUE ... APPROVED FOR PLANTING AND IRRIGAT]ON ONLY, INCLUD]NG PRECISE LOCAT]ON OF PLANTING AREAS . "AS-BUILT" TITLE _______ _ REVIEIJED BY• INSPECTOR DATE DATE L<. C LC ('-. ('-. 'SJ" C ( . _, > / V. <{ > f- 0'. C V. u... O'. / C -If. C C C w: -<I 1-----1----+------f---+---t-----+---I ~ CITY OF CARLSBAD PLANNING DEPARTMENT OA TE INITIAL D INITIAL DATE INITIAL LA COSTA RESORT & SPA ~ PLANTING SPECIFICATIONS S VILLAS PHASE 2 0: CARLSBAD, CAUFORN/A ::; _AP_P_Ro_vE_DJat V'l,z:i•LL 71u,,~~----q'9-q£ ~ ASSISTANT PLANNING DIRECTOR DATE t.,; :z OWN BY: I PRO.ECT NO. I DRAWING NO. la;: CHKD BY: --CT 03-01 402-2U ~ L-----------------------------------------------------------------------------------------------------.J~EN:G:1N:E~ER:,.::OF:.;:WOR:;KL---R~E~Vl~S~IO:;:N~D~E:S~C~R~l~P~T~IO~N,;_ ___ J.~□T:f£~R:,.:AP:P:R□~V:AL;J..;c:1rv;:;_:A:PPR::o:vA~LJ.;R;V;IJ~DiiiiB;iY;•~~~~.;;;.;;;;;;;;;.;;;.;;;.;;;;;;;;;.;;;;,,;;;;;;;;.;;;;;.;;,l-<1 GENERAL IRRIGATION NOTES: REFER TO Sl-lEET 28 F~ IRRIGATION LEGEND. REFER TO Sl-lEET 24 FOR IRRIGATION NOTES. REFER TO Sl-lEET 28 FOR IRRIGATION DETAILS. REFER TO Sl-lEETS 2~ AND 3e> FOR IRRIGATION SPECIFICATIONS. l~IGATION NOTES I. ALL MAIN LINE PIPING, NON-~SSURE PIPING AND CONTROL Wll'ltE 6LEEYING SI-IALL 6E INSTALLED IN SEPARATE SLEEVES, MAINLINE SLEEVE SIZE SI-IALL 6E A MINIMUM OF TWICE (2X) Tl-IE DIAMETER OF Tl-IE PIFE TO 6E SLEEVED. CONTROL WIRE SLEEVES &I-IALL 6E OF SUFFICIENT Sl:ZE FOR Tl-IE REQUIRED NUMBER OF WIRES, - &. IT I& Tl-IE JltE6JDCIN6U~ILITY OF Tl-IE l~IGATION CONTRACTO" TO l'AMILIA"l:ZE 14. USI! ADV'& ON ~ &PRAYS WITI-I "ISEJ!tt, WI-IEN LOW I-IEAD DRAINAGI! MAY OCCUR. I-IIM6ELF WITI-I ALL GRADE DIFFERENCES. LOCATION OF WALLS, F<ETAINING WALLS, IS. COORDINATE LATERAL PIFE SLEEVING FRIO!'i: TO INSTALLATION OF ~-'C"""TE. 5T~CTUF<E5 AND UTILITIES. Tl-IE IF<RIGATION CONTRACTOR 61-!ALL F<EPAIJI<: Of'i: ..,._....., "" REPLACE ALL ITEMS DAMAasED BY 1-115 WORK. I-IE 51-!ALL COORDINATE I-lie W01'K 16. INSTALL RAINelRD pee 5CF<EEN5 Ae NECESSARY TO CONTROL OYERSPRAY ONTO WITI-I OTI-IER CONTRACTORS FOi'<: Tl-IE LOCATION AND IN6TALLATION OF PIFE 5LEEYE6 AND LATERALS TI-IROUa.1-1 WALLe, UNDER ROADWAYS AND PAYINa., ETC. WALKS, WALLS, eUILDINa.5, COLUMNS, SIGNS, ETC. 2. ALL LATE~ LINE PIPING UNDER PAYING 51-IALL eE PVC SCI-I. ,4,:i, FIFE AND 11. CONTRACTOR 51-IALL INSTALL AND MANIFOLD REMOTE CONTROL VALVES WI-IEREYER 51-!ALL BE IN6TALLED PRIOR TO PAVING. '3. DO NOT WILLFULLY IN6TALL Tl-IE IRRIGATION 6Y5TEM AS 61-!0WN ON Tl-IE DRAWINGS POSSIBLE ALONG SIDE y ARD&. FORREJT K. HAAG. AILA. K. LANDJCAPE: AROIITKTLIR!:; lAND PLANNING 1254 N, COAJT HIGHWAY LAGUNA BEACH, CA 92651 I'; (949) 376-9066 F, (949) 'Jl6-906l WI-IEN IT I& OBYIOUe IN Tl-IE FIELD TI-IAT UNKNou.N OBSTRUCTION&, GRADE 3. PIPE &IZE& &I-IALL CONFORM TO TI-IO&E &I-IOWN ON Tl-IE DRAWINGS. NO Dll'l'ERENCE5 Of'i: DIFFE~CE& IN Tl-IE AF<EA DIMENSIONS EXIST TI-IAT MIGi-iT NOT I&. REFER TO &PECIFICATIONS FO!'i: &TANDA"DS OF MATERIAL6 AND WOl'<KMANSI-IIP. ,2'~1Jd~1~.· .,.~ SUBSTITUTIONS OF SMALLER PIFE SIZES 51-IALL BE FEF<MITTED, BUT eUeSTITUTIONS I-IAYE BEEN CONSIDERED AREA DIMENSIONS EXIST TI-IAT MIGi-iT NOT I-IAYE BEEN :~,,t"e?~f[Jlt::"§i'{ ~f.':~"' ,__:_ OF LAi.tGIER SIZES MAY 6E APPROVED. ALL DAMAGES AND REJECTED FIFE CONSIDERED IN Tl-IE ENa.lNEERING. SUCI-I OBST~CTIONS OR DIFFERENCES I A22 .34 1/2" SHRB APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "'° )i, ,,; 1.$_ ~-l? ' .,, ' • ~ er Lf: cc 0- 0- Lf: C C 0- "-- 0- ~ "--i•, C 3 -c ~ C er: / Lf: C -tj- ~ -tj- C C / 0- <( --/ lf <( > f-a:: C lf LL a:: / C +- (J C C C / lf ::<'. / lf .3.3 "AS-BUILT" TITLE ________ _ DATE REVIE'wED BY1 &!-!ALL BE REMOVED FROM Tl-IE SITE AT Tl-IE TIME OF SAID REJECTION. SI-IOULD 6E BROUGI-IT TO Tl-IE ATTENTION OF Tl-IE OUNER'e AUTI-IO!'i:l:ZED PLAN SHEET KEY INSPECTOR DATE REPRESENTATIVE. IN Tl-IE EVENT Ti-1I6 NOTIFICATION IS NOT FEF<FOF<MED, Tl-IE ;,fr T -, j ' ;,, , er: 4. FINAL LOCATION OF Tl-IE AUTOMATIC CONTROLLER SI-IALL BE A~D eY IRRIG1 ATIONNCON!_~A TOR e1-1ALL AeSUME FULL RE&PON61BILITY r=oR ANT '!:' /'-. , s i''-·· .. · ...,.,.:, ~ CITY OF CARLSBAD ~ "Ii OWN 'SAUTI-I I SENTATI REVSIONS ECE= RY, 1,1/ ·,I,!· , "' l---,l----l----------------1---1----1-----1---I ER OR ZED REFRE YE. I ·•... ii;,.\,) ·· 4 PLANNING DEPARTMENT 5 · -. I A LECT I AL .. ~,.,,. AT ONT...,.,,LE L ATION ""ALL 1,:i,. ALL l""IGATION EQUIPMENT NOT OTI-IERWISE DETAILED OR SPECIFIED &I-IALL eE v.;,.~,J' ... -~==-=============~==~ ~ .... 2(!) v c E RC POWER .,._,,..,,__E c "'-"-" oc "'"' eE INSTALLED AS PER MANUFACTURER'S RECOMMENDATION& AND eFEclFICATIONe. • '! """ 1 1·1 IIIIII ffi7TiQl"1"' 1 "·''" '' LA COSTA RESORT & SPA E-~~~K~~~c'~=~~~ ~r~6~~tt~~T~~~~ SI-IALL 11. INSTALL RAINelRD PCS SCREENS AS NECESSARY TO CONTROL OYERSFRAY ONTO : ! . • 1 ;~j.0~1AgtI::l:~.~:~t~,.~l·j';·)1 ,,,,,. IRRIGATION PLAN s WALKS, WALL&, BUILDINGS, COLUMNS, SIGNS, ETC, i !I , !ff:/t,l;IL -~ Jlt'.' !J';\:1.C:'lUt;,:3,Ct VILLAS PHASE 2 0: 6. Tl-IE IRRIGATION CONTRACTO!lt SI-IALL FLU61-1 AND ADJUST ALL ~INKLEFt I-IEAD& i i'.l. i f:rr;f,:i\~t"'SJL.'!J/,t,'¥". •,c:,.:,'.J,1\.'.~l~r':,' CARLSBAD. CALIFORNIA ;:: AND VALVES FOR OPTIMUM COYERAGiE WITI-I MINIMAL OYERSPRAY ONTO WALKS, 12. USE POP-UP I-IEADS WITI-I 'SAM' eLIILT-IN CI-IECK VALVES WI-IEN LOW I-IEAD : iii 1 .~}.('.1 .. tl\~11 .•'P;.[1/.&~1~i;·\'8.,,L2.~."~ APPROVED 9..a.f'.c-' lf. STREETS, WALLS, ETC. DRAINAasE MAY OCCUFt. ' ~ · · ' '' · "~'·'' "i • -r VJ .._, ,. ~7:l':!~ ~~~=~~~ir=i~~1;. I :;:f~'t_ ~';.i.~~Jlfi: ~E~~I~~6~YED 13. LOCATE ALL vALYES IN e1-1RUe AREA, SI-IOUN FOR CLARITY ONLY. • -~ ;j ~-. • .. ,., j~~~~Jl:~'1 ?~-:_":;;'=;§!/ ~~~I~~~N_T_P_L_A_NNING~DLI-:-Ei-0 1 -J~-~-T-N_O_. __ DRA:: 1 : NO. ~ PLANTING AREAS WI-IEREYER POSSIBLE. Tl-IE CONTRACTOR SI-IALL LOCATE ALL SCALE, I" = 10'-0" -. . DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ---CT 03-01 402-2U C: L-.::Y;,:A::;L~YE,:S:;_::IN;:.,:S:;;:1-IRU:;:::B;:.:A:::RE::A:;S·;_ ________________________________________________________________________________ J.:EN:G:IN:EE:R;.;OF:;,.;WOR;;;;;;KJ..------.... :.;.------...Jl.';o::;rH::;ER:.:APP:::RO:V:AL;J..;c;:;1TY~A:::PP:R;;;,OV:AL:;.J.;R;;V;;'w;;D;;;;B;;Y;;• ~~~-------;;.!;;;;; ___ ;;.1<1 I I • I'\) ~ •---'';.' ----------.,-,:-_________ ,.,.;.•~-..;.!'}·------C~f':.,:P~jffl~------.----------------''J;:;;,I~', _________ ,;..· -----!"--~-,-----------'.'!111111'!'-•-----'!". 11111"1111111111""1'_..,-'! ____ .._"""-"!' .. •,.•~-""------------------;\it .... iili .. -,,._•,l;; \ ,., ·" -'~ .,. ,.,,.,.: ... ,.,, ,. ~ !,'. '!"--i....,t_•. _,_ --.I PLAN SHEET KEY FORRm K. HAAG, AJIA, INC. LANDJCAPi; ArKl-lm::T\JRE LAND 1'1.ANNING 1254 N. COAJT HKlHWAY LAGUNA llEACH, CA 92651 ~ (949) 376-9066 r. (949) 376-9067 MATCHLINE • SEE SHEET 24 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1----1---1----t-----+----i---+----I ~ ' ' i I !J/4. II l7 7 I D "AS-BUILT" TITLE------- REVJEVED BY• INSPECTOR OD DATE DATE 0:: C'- C I~ C 3 C: C'-c er / LI. C 'i' / IJ <( f- 0:: C IJ LL Ct: V: CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ ,_ "" LA COSTA RESORT & SPA ~ IRRIGATION PLAN '"" ~ VILLAS PHASE 2 CARLSBAD, CAUFORNIA cc -.... er. ~ 0 J'\) I I\) c:: • I • I • I t MATCHLINE · SEE SHEET 27 GENERAL IRRIGATION NOTES: --'----'---'--.....;,_---'---'-----'---'-------'----'-------------aLAN SHEET KEY REFER TO Sl-lEET 28 FOR IRRIGATION LEGEND. REFER TO Sl-lEET 24 FOR IRRIGATION NOTES. REFER TO SI-IEET 28 FOR IRRIGATION DETAILS. REFER TO 61-1EET6 2~ AND S!Zl FOR IRRIGATION SPECIFICATIONS. WATE!llt USE CALCULATIONS: 43.z X ,41!!) X 31,2 ... , X l!!).621 ,11!!)■ TOTAL WATE!lt U&e, MAWA• l!!AU.U• 4!1.2 X ft>.& X 4!!,18!!, X 0.11>2 • I-IYO"°ZONE "I TU1'1"• 5Fl"AY 4!1.2 X ,10 X •,11>1D!'> X 0.62/ .10• I-IYO"°ZONE "2 &l-lfl<Ue-e~Y FORl<E/T K. HMG, AJlA, INC. LANDJ(pJ'I AR<l,IElUl<E LAND FlANl>ING 43.2 X .40 X 31,IIV/ X 01>2/ .10• EAIUJ TOT AL, !'>61,413 a.AL/Yl!!Aflt 144,183 a.ALIYEA!lt ·---· - I l~ ' -~ 1=1-----=rt • F~SSU~ LOSS CALCULATIONS: VAi VI!'. 0A11 33 01'"11 2" WATE!lt Ml!!Tl!!flt eACl<FLOUJ l"RE'Y&ITE!lt 2" PVC 6CI-I 31!> MAINLINE (810' LI'> flt!:MOTE CONT!ltOL YALYE l'ITTINa.5 l"RES5Uia:!E ia:!EQUlfltEO AT I-IEAO ELEVATION GAIN LATERALS MISCELLANEOUS TOT AL l"fltE&ellfltE Loe& &TATIC l"RE&ellfltE fltE5l[)IJAL FREeeU!ltE 0.-W 11£>0 1.,0 3.40 24'0 30.00 0.0 ·~ 4.00 6!'>~ 1"61 120 FSI !;!;.00 FSI "AS-BUILT" 1254 N. COA/T HIGHWAY LAGUNA BfAQ-l, CA 92651 f. (949) 376-9066 F, (949) 376-9067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REVIE\JED BY• INSPECTOR DATE LI'. C C " "' " "" C C / " <( / IJ. <( > f-- 0:'. C IJ. L.. O:'. / C .... u: C C ' ' r ■ ·r-----1-• _; ---------+---- ' ' I ~ I: ■ I I i \ I I ! \ : \ I I ■ I I I ■ I \ I I ' I I \ ■ I I __ /. I ■ I I i -I I //_/ __ , __ ■ i 11 / I i ,' f/-:l ,./-1 --- I /. ' i /3 ,,6 6 ■"""' .. ·.9 .. ·~~ :c-~ : : ~ : •~~ F'cccc• ;cc>' - ■ 1 ' I' 0 ' '.~ MATCHLINE • SEE SHEET 26 ------ 24 SHRB ___ , .... ,---1------,1---1 I I I I l -" - 1/2" 23 CONNECT 2" PRESe\.lRE MAINLINE TO PRIVATE POTAeLE 2" EXl5TINGi LANDSCAPE CONTRACTOR TO VERIF'T' STATIC WATER WATER METER (VERIF'l" LOCATION IN FIELD PRIOR TO INSTALLATION). PRESSURE AND LOCATION OF WATER METER AND IS UTILIZE EXISTING. BACKFLOUJ PREVENTER. CONNECT NEW MASTER VALVE TO NOTIFY LANDSCAPE ARCI-IITECT OF ANY FLOW SENSOR AND GATE VALVE, AS Sl-lou.N IN DETAIL 'A' SI-IEET LI&. DISCREPANCIES PRIOR TO COMMENCEMENT OF 31 SHRB CONSTRUCTION, FAILURE TO DO e.o MA'l" RESULT IN "'-""N"""""AL l""""""l"'-ATION NOT"""- 34 SHRB ' .. FORREST K. HAAG, MA. INC. LANDK~ AIKHllOCIURE LAND PLANNING ■ I ■ I ■ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. , At ' ' ~ ' a.. 1, -sl' -sl' 1-r 0. Lf: C C G " 0, ~ " r~ C 5 ·c -sl' C r-r: / Lf: C -sl' ~ -sl' C C / 0, <1: ·--> / V: <1: > f- Cl:'. C if LL Ll:'. / C -[f C C C _/ V: y_ / V: PLAN SHEET KEY "AS-BUILT" TITLE _______ _ DATE REVIEVED BY1 INSPECTOR DATE CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT ~ ,_ ""' LA COSTA RESORT & SPA ~ IRRIGATION PLAN 5i VILLAS PHASE 2 CARLSBAD, CALIFORNIA 0: ,_ ,_ EXISTINGi STATIC PRESe\.lRE 120 PSI CI-IANGES TO IRRIGATION SYSTEM AT NO '-"i:; i:;r-, r-.r-. '-" i:;o: DESIGN PRESSURE 62 PSI ADDITIONAL COST TO Tl-IE Oll.NEl't -A-PP_R_o_v_E_;D~~.L~~L_ _____ a,.c,./'lr;:-MAXlt-UM FLOW 38 Gl"M REFER TO SI-IEET 28 FOR IRRIGATION LEGEND. -t -r~ >- WATER PRE66URE INFOF<MATION WAS OBTAINED FROM CARLSBAD REFER TO SI-IEET 24 FOR IRRIGATION NOTES. ASSISTANT PLANNING DIRECTOR DATE C.: u: Ml.l,IICIPAL WATER DISTRICT. CONTACT SKIP RUS&ELL AT (16,:?)) 438-2122. REFER TO SI-IEET 28 FOR IRRIGATION DETAILS. DWN BY: ---PROJECT NO. I DRAWING NO, ~ SET PRESSURE REOOLATOR TO~ PSI. REFER TO SI-IEETS 2~ AND 31Zl FOR IRRIGATION SPECIFICATIONS. SCALE, I" = 10'-0" DATE INITIAL DAT£ INITIAL DATE INITIAL CHKD BY:___ CT 03-01 402_2 U c.! L...!:==============================================:._ ___________________________________________ .J.:E;:Nc:::;1N:E:ER;_:;;OF111wo::;R;:iK ____ R.,;E;,.V111IS:.l1110111N..:,D:ES:,C:,R111l111P.T111I0111N ____ 1,;□~T:;:H£;::,R.:f>f':;:PR;:□;:,:v;:AL~111c:;:iT:,:v_;M>;::PR:;;o:;vA;:;L.J.;;;RV~'w;;D~B;;Y;;•~~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;:J""' G H ~----0 LEGEND I. CURI,, &IDEWALK, ETC. 2. R:CUND PLASTIC VALVE eox WI LOCKINC:i TOP n .. A6ELi=D MASTER VAL '/e) 6ET 1" ABOVE FINISH C:IFMDE IN PLANTING AREA& ONLY. 3. P:INl.$1-1 GRADE. 4. COMMON AND coNTJ'::OL uJIJ!ii!:Ce, TO CONTROLLER LOCATION. 5. MA5TER VALVE (REFER TO LEGEND!. b. PVC MAINLINE. 1, '2 CF. PEA GRAVEL $UMP. 8. f:LANGED CONNECTIONS rTYP. 2 PLACE&). NOTE& • ALL VALVES TO eE INSTALLED IN SHRU!'I AAEA&. PRESS. REGULATING MASTER VALVE -----< 2 G 1------@ LEGEND &TAINLES$ &TEEL 1'&TRONG:150X" ENCLO&URE. INSTALL PER MANUFACTURER'& 6F'ECIF!CATIONS 2 RAlNBIRD R&D-BEx RAN SENSOR IN&T ALL FER MANUFACTURl':R& SPECIFICATION&. 3 IRRIGATION CONTROLLER 4 6FI T"'fFE &UJITCI-I WI Of'.!-OFF &W1TCl-4 !:;> TER"IINAL &TRIP AND CONTROL WIRES IO I'' FVC ELECTRICAL SWEEP FOR flCLOW BENBCR WIRE6 1 EPOXY SEAL ANT B CONCRETE PAD AS PER CONTROLLEF< ENCLOSURE MANLFACTURER'G &PFC5_ 9 FINl51-1 URA.DE 10 311 PVC ELECTRICAL 5UlEEP FO"" LOW VOLT AC:IE CONTROL WIF(ES II I" PVC ELECTF<ICAL &UJEEF FOR ll!Zl VOLT POUJER WIRES 12 3/4" X S6• COPPER C:ifllt:C:,UND ROD CONNECT A5 PER HANUI-ACTURER PEDESTAL MOUNT CONTROLLER £ \') ). z. <( -IL > zu' .. <( :r -w 1--I},'. _j IL ,__ U w<ll -w :r Cl Cl I_!! :i w ~ -IL ll1 ): I},'. w w Cl 9~ Ja Cl Ll °' LEGEND I. HARDSCAF'E SURFACE. 2. CLEAN BACKFILL A5 F<EOUll'!ED, TO BE 5ET IN r&" LIFTS. REFER TO 5PECIFICATION5 FOR SPECIFIC MATERIAL AND COMFACTlot-1 REQ'JIREMENT&. 3. CLEAN SAND. 4. LATEF<:AL LINE U.IITI-I SLEEVE. < ~-PRE&$1.JRE MAINLINE LLIITH &L~EV~. 6. CONTF<OL LLIIF<E& I COMPUTER I-IARDWARE WIR:: SLEEVE. I "'" < L £ ~0 • 7 <( - IL > z <( <I IL i iii w 1--1--_j 'L <J) I_) i.pw 1 Ll Cl ~ z w . -IL ll1 J:: I},'. w W(l ~~ :, C "' 0 NOTE!!,; ALL &LEEVl:5 TO ee PVC. 5Cl-l. W AND TWO AND ONE t-lALt' (2V2) TIMC:6 l+-'E PIA. OF Tl-lE UbRKl'N"".1 PIPE. CLE.AN e.ACKFILL MA"'f BE 5UB6TITUTED FOR SAND UNDER WALKS. D E LEGEND I, FIN1$1-1 '11't'ADE z j_' '" 2. IC'" DIA. ROUND VALVI: SOX WITl-l LOCKING LID ~1@ MANLFACTURED e-r CAR:eQN INDU5TRIE5. MARKED 11Q.C." ON COVER ;i, QUICK C.OUPLINC:i VALVE 4. PVC 8Cl-l W RI BER '°· (2) FVC 5T~ET ELL& h. i-vc 8Cl-l M NIPPLE! JD 7, PVC TEE 5. PVC &Cl-I 40 ELL S. PVC MAN LINE 8 1"'-ONE CUBIC FT. OF •4• C~$1-!ED ROCK NOTE: IN&TALL b" F~OM NEAREST ADJACENT PAVED A~EA QUICK COUPLING VALVE =I JIii~ ~I I " §) ~I I ~11Kv I TT -:i - --. .. ~ --11 I= =111=111=111=1 LEGEND I. FIN151-1 C:IRADI= 2. PLASTIC VALVE eox UJITI-I LOCKIN6 LID MARKED ''G.V." 3. c;ATE VALV'e 4. ONE CUBIC FT. OF 3✓.i" CRU51-1ED ROCK 5. e-vc MAIN LINE ~-5RA6& UNION Non-;:: 1. F'VC SCI-I 8ft) MALE ADAPTOR (2 REQUl~DJ &. PVC Sf-IC B!ZJ NIPPLE: GATE VALVE '--------@ NOTE&: I. IN6TALL VALVE BOX &Ucl-1 ll--lAT Tl-IE TOF OF THE COVER IS 2" ABOVE FIN151-1 GRADE IN GROUND COVER AREAS AND FLUSl-1 W;Tl-1 TURF AREA& 2. ALL GATE V.ALveo OYER 2" IN SIZE Sf-!ALL BE BOX 1----!ANDLE GATE VALVE& LEGE:ND FINI&!-! GRADE 2 RIP DEVICE SEE LEGEND FOR SPECIFICATION 3 6RA6& BALL VAL YE T"'fF. 4 !3111!:A&f. Nl~LES HIN. 4" TYF. e, iaF<ASS ELL, 4 F<EOUIRED 0 BACKFLOUJ ENCL05•JRE FER LEGEND 7 F'RE6&URE REGULATOR IF SPECIFIED 8 BRASS UNION, 2 REQ"JIRED c::i BRA$!;, RISERS lENC:iTI-I A6 REQ. 10 PVC HA!NI...INE TO MASTER VALVE 11 5CH 80 PVC FEMALE ADAPTER 12 SCH 8,Z, PYC NIPPLE 6" MIN. 13 PVC MAINLINE • 6ACKFLOLU 61-!ALL 6E TESTED e,y A CERTIFIED TESTER AND ree::suLTS MUST BE 61VEN TO T:-!E OWNER -'I.ND Tl-IE WATER DISTRICT PER CITY &FECIF1CATION&. • FIFE BETWEEN T!-~E METER AND 6ACKFLOW 51-1.ALL BE "5CI-IEDULE K HARD COPPER" FER CIT"'f &F'ECIFICATION5. • IN&T ALL ~R C.H.W,D. &T ANDA RD DRAWING. 11 UJ-ZtZ' A B l--------1 M LEGE:ND I. 2" WATER METER-110 F5I 2. GATE VAL VE 3. 6ACKFLOUJ PREVENTOR 7 NOTE:: ALL EQUIPMENT TO !'IE INSTALLED F'ER CITY OF CARLSBAD LANDSCAPE MANUAL. 4. PRESSURE REGULATING MASTEF< VALVE S,, FLOW 5EN50R (IF REQUIRED) I\?. QUICK COUPLER 7, FRE$5URE MAINLINE LEADING TO F'ROF'05ED IRRIGIATION 8"'f5TEM REFER TO PLAN FOR. CORRECT 5I.Z:IN:'.:.1 POINT OF CONNECTION I, 1 B LEGEND I. FNl5H GRADE 2. CUR6, WALK OR FOUNDATION 3. FOP-UP &FRAY HEAD 4, PVC e,a4 612) Rle.ER 4" HIN. 7 6. F'VC LATERAL LINE 1. TWO PVC &TREET ELL& 8. PVC 5CH 40 ELL '9. PVC TEE POP-UP SPRAY HEAD/ BUBBLER B LEGEND 1. FINl61-1 GRADE 2. PLASTIC VALVE 130X UJITI-I LOCKINGs COVCR MARK "RC,V." AN:> 5T ATICN NO. ON COVER LOCATE IN &l-l~UB BED. 3 3. &NAF-TITE ELECTRICAL CONNECTOf.;!5 4. PVC l?CI-I 81Z) HAU: ADAPTOR (Z REQUl~DJ !5>. F"VC SCl-l 81Z) ~15!:~ 2 , 6. FYC TEE 1. FVC MAIN LINE 8. ONE CUBIC FT. Ql= ¾" CRU&l--lED ROCK IRRIGATION LEGEND c:, 0 t:f 121' 6 0 CY ~ 8 ® CS' V ... '9 V T V 0 \I + \] E0 ◊ t {7 © ■ D --- MFG/HODEL NO. PATTEfll!N DESC~IPTION PSI GF=t1 RAD AAIN!!llFi!D 1W6-!,Q QTR 6" l"'OP•UP LOW ANGLE TUl<F 30 0.10 !,' AAIN!!lll'i!D IW6-!>I-I I-IALF 6" !"OP-UP LOW ANGLE TUl<F U) 0.21 !,' AAIN6IRD 18€l6·eGl QTR 6" !"OP-UP LOW ANGLE TUl<F 30 0.26 &' AAINelFi!D lW6-eT TI-IIFi!D 6" FOP-UP LOW ANGLE TUl<F U) 0.3!, &' AAIN61Fi!D l8€l6·al-l I-IALF 6" FOP-UP LOW ANGLE TUl<F 3,2) 0.!>2 8' AAIN!!lll'i!D IW6-al' FULL 6" FOP-UP LOW ANGLE TUl<F 3(l) 1.04 &' AAIN!!llRD 18/U>-1/Z>Q QTR 6" l"'OP•UP LOW ANasLE TUl<F U) 0.36 10' AAIN61Fi!D 18€l6-10T Tl-lll'tD 6" l"'OP-UP LOW ANasLE TUl<F U) 0.48 10' AAIN!!llRD l8€l6-le»-I I-IALF 6" l"'OP•UP LOW ANGLE TUl<F 3,2) 0.,2 10' AAIN!!lll'i!D l8€l6-IIZ>I' PULL 6" l"'OP•UP LOW ANGLE TUl<F 3,2) 1.44 IIZ>' AAINelRD IW6-12Q QTR 6" POP-UP LOW ANGLE TURI' 30 0.blZ> 12' AAIN!!llFi!D IW6-l2T TI-IIFi!D 6 • POP-UP LOW ANGLE TUl<F 30 Ml> 12' RAIN61RD 18€l6-l21-1 I-IALF 6" l"OP•UP LOW ANGLE TURI' 30 1.20 12' AAIN!!lll'i!D 18€l6-12F PULL 6" l"OP-UP LOW ANGLE TURI' 30 2.40 12' RAIN!!llFi!D 18€l6 • l!>Gl QTflt 6" POP-UP LOW ANGLE TUl<F 30 .82 I!'>' AAIN!!llRD le12-!,Q QTR 12" POP-UP LOW ANGLE SI-IFi!Ue 3(l) 0.10 !,' AAIN!!llRD 16'12-!>T Tl-lll'tD 12" l"'OP•UI" LOW ANGLE SI-IFi!Ue 3(l) 0.l!l !'>' 1',AIN!!llRD 1812-!>I-I I-IALF 12" l"OP-UP LOW ANGLE Sl-l!We 30 021 !,' lltAIN!!llRD 1812-&Q Q~ 12" !"OP• UP LOW ANGLE Sl-ll'<U!!l 30 026 8' RAIN61RD le.12-eT TI-IIFi!D 12" POP-UP LOW ANGLE Sl-ll'<Ue 30 0.3!> &' FtAIN!!llFi!D 1&12 ·al-I I-IALF 12" POP• UP LOW ANGLE SI-IFi!IJ!!l 3,2) 0.!>2 &' AAINelFi!D 1812-81= FULL 12" l"OP-UI" LOW ANGLE Sl-ll'<U!!l 3,2) 1.aM •• AAINelRD 1812-l(Z)Q QTflt 12" POP-WI" LOW ANGLE Sl-ll'<U!!l 3(l) 0.309 IIZ>' l'tAIN!!llRD 1&12•10T TI-IIFi!D 12" l"OP-UP LOW ANGLE SI-IFi!IJ!!l 30 0.!,2 IIZ>' AAIN!!lll'i!D 1812-101-1 I-IALI' 12" l"OP-UI" LOW ANGLE Sl-ll'<Ue 30 0.1'!1 IIZ>' AAIN!!llFi!D 1812-lll!)F FULL 12" l"OP-UI" LOW ANGLE Sl-ll'<U!!l 30 1.!,1 IIZ>' AAIN!!lll'i!D l&l2-12Gl QTflt 12" l"'OP-UP LOW ANGLE SI-IFi!\J!!l 30 0.6!, 12' AAIN!!llFi!D l&l2-12T TI-IIFi!D 12" l"'OP·IIP LOW ANGLE SI-IFi!\J!!l 30 0.'!IIZ> 12' AAIN61F<D 1812-121-1 I-IALF 12" POP-UP LOW ANGLE SI-IFi!\Je 30 1.30 12' RAIN!!llFi!D 1&12-121" FULL 12" FOP-UP LOW ANGLE SI-IFi!Ue 30 2.60 12' AAIN!!lll'i!D 1812-6!,CST &TREAH 12" l"'OP·UP LOW ANGLE Sl-ll'<Ue 3,2) 0.!>IZ> !,' AAIN!!lll'i!D 1&12-1402 FLOOD 12" l"OP-UI" LOW ANGLE Sl-ll'<Ue !l0 0.!>0 PF<ESSUFi!E HAINLINE IN PLANTER AREA, •4" TO Iv,", PVC SCI-I 40, 2" AND LARGER U&E l"YC CLASS !ll!>, !!lURY HIN. 1&" 6ELOW GRADE. SIZE AS NOTED. WIRE CONDUIT PVC SCI-I 41Z>. l!IUl't'T' HIN. 24" !!lELOW GRADE • I½• SIZE NON-PRE&el!RE LATEAAL PVC CL 212W WITI-I l"VC SCI-I 4IZ> FITTING&. !!lUl't'T' HIN. 12" eELOW GRADE. UNLESS OTI-IERUJISE NOTED, ALL PIPE SI-IALL 6E !l/4" IN SIZE. l"IPE SLEEVING PVC SCI-I 40, !!ll.Jl't'T' HIN. 24" eELOW GAADE, EXTEND HIN. 12" eEYOND EDGE OF PAVING • 2½ X PIPE SIZE AAIN!!llFi!D PE!!l SERIES REMOTE CONTl'tOL VALVE • SIZE AS NOTED AAIN61Fi!D 33DLFi!C, GlUICK COUPLING VALVE· '4" WILKINS !>12W ~&SURE 1'1:GULATO"-SET AT e!> PSI, Nleco Tll3 LINl!-SIZED GATE VALVE l'l!l!ICO 82!,Y A PtEDUCED PFi!ESSURE !!l.ACKFLOW PREVENTER • 1". PROPOSED I" WATER HETER eY GsENEAAL CONTRACTOR. VERIFY LOCATION WITI-I CIVIL ENGINEEF<. AAIN!!llFi!D ESl"-!12HC AUTOMATIC CONTl'tOLLER IN STAINLESS STEEL PEDESTAL HOUNT ENCLOSUFi!E eY V.I.T/STFi!ONu eox, RAINBIRD OR EGlUAL. FINAL LOCATION TO eE APPlltOVED 6Y OII.NEF<e AF'Pl'i:OVED REPRESENTATIVE. PFi!OVIDE AAINBIFi!D ReoD•!!lEX RAIN SENSOR DEVICE PER HANUFACTUREFi!'S RECOH'1ENDATIONS, ~---VALVE AND CONTROLLEF< NUHBER --'-- f-----)--'-35'---cr.,P.M. TURF-SYSTEH DESCRIPTION '------VALVE SIZE FORREST ~-HAAG, AJLA, It+::, (- LANDJCAPE ARCHllKRJl<E LAND Pl.ANNING 1254 N. COAfT HIGHWAY LAGUNA BEACH, CA 92651 ~ {949) 376-9066 F, {949) :r/6-?067 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE. _______ _ REVIEVED BY, INSPECTOR ,'(eta ' -" '-.a.r' C u: Li, I': G u: C C G -------G ~ -------I" C ,: "C u: C r. / Lf: C "1- ~ "1- C C / 0, <( -/ / (f. <, -/ I- 0:: C if L.. 0:: / C +-If. C C C / if '-<:' / (f. DATE DATE l------+--+-----+-+---1---+----I ~ CITY OF CARLSBAD fsHill'5l5 gj PLANNING DEPARTMENT ~ ,._ <! LA COSTA RESORT & SPA ~ IRRIGATION DETAILS AND LEGEND S VILLAS PHASE 2 0:: CARLSBAD, CALIFORNIA ::: _AP_P_RO_VE_D..1':.f., !<!1...L.~!:1.......-----9-q,os-~ ASSISTANT PLANNING DIRECTOR DATE C:..: DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO, DRAWING NO. ~ I SLEEVING F BACKFLOW PREVENTOR C CONTROL VALVE CHKD BY:--CT 03-01 402-2U c..': L..:....J __ ::.===~.:.:.:.=,;_ ____________________ J...:.;...J.._.:::..:.::.:~:..;::::...:.:...:...:..:.::.:.;=:.:.:..:..:..:. ________ ...J~.:;_i,_...::.::..:.;:..:.:..:.::.::...::.:..:::.;:..::. ______________ .JE~N:G:IN:EE~R~OF::..:wo~R:KJ.. __ ...:R~E:V~l:S~IO:N~:D:E:S:C~R~IP~Tl:O~N,;_ ___ J;a~T=HE~R~A=P:PR~□:v:AL;J,.,::c1~TY:.:AP:P:R~OV:A~LJ.;R;V;V;D;;B;Y;•~~;;!.;; ________ ~;;;;;;;;;;;_;;;;;;!,1<! IRRIGATION SPECIFICATIONS PART 1 -GENERAL 1.01 DESCRIPTION A. Scope of Work: Provide ell labor, materials, transportation, and services necessary to furnish and install the Irrigation System as shown on the Drawings and described herein. B. Standards: All work and materials shall comply with governing codes, safety orders, standards, end regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction {Green Book) latest edition. 1.02 QUALITY ASSURANCE & REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all observations as required. B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all coses where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordinances and Regulations: All local, municipal and state lows, and rules and regulations IJOVerning or relating to any portion of this work ore hereby 1ncorporoted Into and mode a part of these Specifications, and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules, regulations, or requirements of the some. However, when these Specifications and Drawings coll for or describe mcteriols, workmanship, or construction of a better quality, higher standard, or larger size than Is required by the above rules and regulations, the provisions of these Specifications and Drawings shall toke precedence .. D. E•plonotlon of Drawings: 1. Due to the Scale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and pion his work accordingly, furnished such fittings, etc., as may be required to meet such conditions. Drawings ore generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to ovoid conflicts between the Irrigation system, planting and architectural features. 2. All work called for on the Drawings by notes or details shall be furnished ond installed whether or not specifically mentioned in the specifications, 3. The Contractor shall not wiillfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, gradle differences, or discrepancies in area dimensions e•ist that might not hove been considered in engineering. Such obstructions or differences shall be brought lo the attention of the Landscape Architect. In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material list: 1. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Drawings and Specifications, No substitution will be allowed without prior written approval by the City of Carlsbad. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item No. Oescrip\loo Manufacturer Model No. 1 2 3 4 B. Back/low Preventer Febco 825Y Automatic Controller Colsense ETI-DTR2 Moster Valve Cloyvol 136ACSKC-24V Etc. Etc. Etc. Irrigation submittal must be specific and complete. All items must by listed and should include solvent, primer, wire, connectors, valve, bo,,es, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information. 3. The Contractor may submit substitutions for equipment and materials listed on the Drawings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials installed or furnished without prior approval of the City of Carlsbad may be rejected and the Contractor may be required to remove such materials from the site at his own expense. 5. Approval of any Item, alternative or substitute Indicates only that the product or products apparently meet the requirements of the Drowings and Specifications on the basis of the information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. RECORD DRAWINGS: 1. The Contractor shall provid,e and keep up-to-dote a complete record set of bluellne diazo prints which shall be corrected doily, showing every change from the original Drawings and Specifications and the e•act installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Carlsbad at cost. This set of drawings shall be kept on the site and shall be used only as a record set. C. D. E. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds, showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the pion, the Contractor most indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend. The relocated equipment and dimensions will then be transferred to the original record drawing pion al the proper time. 3. Before the dote of the final observation, the Landscape Architect shall transfer all information from the "record drawing" prints to city mylar or a new CAD mylar bose sheet. Arrangements shall be mode through the city for obtaining city mylar. The dimensions shall be made os to be easily readable even on the final controller chart (see Section C). The mylar "record drawing" pion shall be submitted to the City of Carlsbad for approval prior to the completion of the controller chart. 4. Th,e Contractor shall dimension from two (2) permanent points of reference, such as building corners, sidewalk edges, road Intersections, etc., the location of the fol'lowlng Items: a. Connection to existing water lines. b, Connection to existing electrical power. c. Gate valves. d. Routing of sprinkler pressure lines (dimension mo•. 100' along routing) Including all changes of direction. e. Sprinkler control valves. f. Routing of control wiring and locations of all splice boxes. g. QulCK coupling valves. h. Stub-outs for future connections. I. Other related equipment as directed by the City of Carlsbad. 5. On or before the date of the final field observation, the Landscape Architect shall deliver the revised city m)olors {or new mylors) to the City of Carlsbad. Delivery of the mylars will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints. Controll,er Charts: 1. As-builts drawings shall be approved by the Owner before controller charts ore prepared. 2. Provide one controller chart for each controller se,quence. 3. Thie chart shall show the area controlled by the automatic co,ntroller and shall be the maximum size which the controller door will allow. 4. The chart Is to be a reduced drawing of the actual Installed system. However, In the event the controller sequence ls not legible when the drawing ls reduced, It shall be enlarged to a size that will be readable when reduced. 15. The chart shall be a block line or bluellne ozalld print and a different color shall be used to Indicate the area of coverage for each station. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior to the final field observation of the Irrigation system. Operation and Maintenance Manuals: 1. Prepare and deliver lo the Owner within ten calendar days prior to completion of construction, two hard-cover, three ring binders containing the following Information: a. Index sheet which stotes Controctor•s nomei address. and telephone number, and which lists each installed equipment and materiel Item Including names end addresses of manufactures local representatives. b. Catalog and parts sheets on every material and equipment item Installed under this Contract. c. Guarantee statement. d. Complete operating and maintenance Instructions on oll major equipment. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with Instructions for major equlpment and show evidence In writing to the Owner at the conclusion of the project that this service has been rendered. Equipment to be Furnished: 1. Supply as a port of this contract the following tools: a. b. C. d. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. Two (2) four-foot valve keys for operation of gate valves, lwo (2) keys for each automatic controller. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each ti-,:>e of quick coupling valve Installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final observation can occur, evidence that the Owner has received material must be shown to the Owner. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling of PVC pipe and fittings: The Contractor Is cautioned to exercise core In handling, loading, unloading, and storing PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject It to under bending or a concentrated external load al any point. Any section of pipe that hos been dented or damaged will be discorded, and If Installed, shall be replaced with new piping. 1.05 SUBSTITUTIONS A. If the Contractor wishes to substitute any equipment or materials for ,lhe equipment or materials listed on the Drawings and Specifications, he may do so by providing the following information to the City of Carlsbad for approval; 1. Provide o statement indicating the reason for making the substitution. Use o separate sheet of paper for each Item to be submitted. 2. Provide descriptive catalog literature, performance charts and flow charts for each Item to be substituted, 3. Provide the omount of cost savings If the substituted item Is approved, B. The City of Carlsbad and the Owner shall hove the responsibility In accepting or rejecting any submittal Item as an approved equal to the equipment and materials listed on the Drawings and Speclflcotlons. 1.06 GUARANTEE A. The guarantee for the Irrigation system shall be mode In accordance with the attached form. The General Conditions and Supplementary Conditions of these Specifications shall be filed with the Owner prior to acceptance of the Irrigation system. B. A copy of the Guarantee form shall be Included In the operations and mointenance manual. C. The guarantee form shall be re-typed onto the Contractor's letterhead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the Irrigation system we hove furnished and Installed Is free from defects In materials and workmanship, and the work hos been completed In accordance with the Drawings ond Specifications, ordinary wear and tear, unusual abuse, or neglect excepted. We agree to repair or replace any defects In material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the Owner. We shall make such repolrs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our· failure to make such repairs or replacements within a reasonable time ofter receipt of written notice from the Owner, we authorize the Owner to proceed to have sold repairs or replacements mode at our e•pense ond we will poy the costs and charges therefor~~ upon demand. PROJECT: __________________ _ LOCATION: _________________ _ SIGNED: ___________________ _ ADDRESSED: PHONE: ______ _ DATE OF ACCEPTANCE: ___ _ PART 2 -PRODUCTS 2.01 MATERIALS A. General: drawings, Use only new materials of brands and types noted on specified herein, or approved equals. B. PVC Pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2• and larger shall be PVC Closs 315 with solvent-welded joints. 2. Class 315 pipe shall be mode from an NSF approved Type 1, Grode 1, PVC compound conforming to ASTM resin 3. 4. 5. 6. 7. specification D1784. All pipe must meet requirements as set forth In Federal Specification PS-22-70, with on appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints. Schedule 40 pipe shall be made from NSF approved Type 1, Grode 1 PVC compound conforming to ASTM resin specification D1785, All pipe must meet requirements os set forth in Federal Specification PS-21-70. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. Solvent cement and primer for PVC solvent-weld pipe and fittings shell be of type and installation methods prescribed by the manufacturer. All PVC pipe must bear the following markings: o. ~onufacturer's name b. Norn inal pipe size c, Schedule or class d. Pressure rating In P.S.I. e. NSF (National Sanitation Foundation) opprovai f. Date of extrusion 8, C, E. F. G. H. .. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable 1.P.S. schedule and NSF seal of approval. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure burled lateral line piping shell be PVC Schedule 40 with solvent-weld joints when Installed In planting areas. 2. Non-pressure lateral line piping Installed under paved areas shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM resin specification D1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio. 4. Except as noted In paragraphs 1, 2, and 3 of this section (2.01B), all requirements tor non-pressure lateral line pipe and fittings shall be the some as for solvent-weld pressure main line pipe and fittings as set forth In section 2.01 B of the Specifications. Volves: 1. Boll Valves (1-1/2" and smaller) a. Ball valves shall be a 125 lb SWP bronze valve with screw-in bonnet, nonrislng stem, and solid wedge disc. with a stainless steel handle. b. Ball valves shall be similar to those manufactured by Nlbco or approved equal. c. All Boll valves shall be Installed per detail. 2. Gate Valve (2" ond larger) o. b. c. Resilient Wedge Gate valves shall be epoxy coated cast Iron and equipped with a 2• operating nut. Resilient Wedge Gate valves shall be No. 4D3 RT-RW as supplied by Watts or approved equal. All Resilient Wedge Gale valves shell be installed per detail. Quick Coupling Valves: 1. Quick coupling valves shall hove a brass, two-piece body designed for working pressure of 150 P.S.I. 2. Quick coupling valve shall be operable with o quick coupler key. Key size and type shall be as shown on the Drawings. Check Valves: 1. Swing check valves 2" and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW-V--51D, Class A, Type IV. 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread Inlet and outlet. Internal ports shall be stainless steel and neoprene. Anti-drain volve shell be field od;.,stoble against drowout from 5 to 40 feet of head. Anti-drain valve shall be similar to the Val con "ADV" or approved equal. Control Wiring: 1. Except os noted otherwise, connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 60D volt. Control wiring Installed In control wire conduit within structure shall be made with AWG-TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe tor each automatic controller. Install In accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall be Installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one (1) wire Is placed In o trench, the wiring shall be toped together ot Intervals of fifteen (15) feet. FORRm K. HAAG, AJIA, INC lA~DJCAl'e ARCHllKTIJRE lAND PLANNING 1254 N. COAST HIGHWAY lAGUNA BEACH. CA 92651 ~ 19491 376-9066 c 1949) CJ16-9067 -·~",l{i!i!/I''" . ' YJI~ \ !J'iJ,'lfr:-tl:1'ipi;,7;i!!: •• ' -~ f3fi' . ··t ·<·t '"'~' . ~. .,,. . "cc;' sr r. 4. An expansion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires, Control wires shall be laid loosely In trench without stress or stretching wire conductors. 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing Packs, Ralnblrd Snap-TIie wire connectors., or approved equal. Make only one splice with each connector sealing pock. 6, Field splices between the automatic controller and electric control volves will not be allowed without prior approval of the City of Orange. I, Electric Control Valves: 1. All electric control valves shall be the some size and type shown on the Drawings. 2. All electric control valves shall hove a manual flow adjustment, 3. Provide ond Install one control valve box for each electric control valve. J. Sprinkler Heads: 1. All sprinkler heads shall be of the some size, ti-,:>e, and deliver the same rate of precipitation with the diameter {or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified In these special provisions. 2. Spray heads shall hove a screw adjustment. 3. Riser units shall be fabricated In accordance with the details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the some size os the riser opening In the sprinkler body. 5. All sprinkler heads of the same type shall be the same manufacturer. K. Sleeving: 1. Sleeving under vehicle hordscope or paved areas for mainline, laterals and control wiring shall be SCH 80 P. V.C and buried 3D" below grade. 2. Sleeving under pedestrian hordscope or poved areas tor lateral lines shall be SCH 40 P.V.C and burled 12" below grade. 3. Sleeving under pedestrian hardscope or paved oreos tor mainline and control wires shall be SCH 40 P.V.C and buried 18" below grade. L. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous Irrigation equipment. 2. All m lscelloneous irrigation equipment shall be as specified or approved equal. M. Potable Control Valve Boxes: 1. Use 10• x 10-3/4" round box for all gate valves. Corson Industries fl910-128 with green bolt-down cover or approved equal. E,tenslon sleeve shall be PVC with minimum size of six (6) Inches. 2. Use 9-1 /2" x 16 • x 11 • rectangular box for oll electric control valves. Corson Industries {I 1419-12B with green bolt-down cover or approved equal. 3. Use 6" diameter x 8-3/4" deep round plastic volve box tor all quick coupling valves. Carson Industries H 608-12 with green flex-lock cover or approved equal. 4. Use 9-1/2" • 16" x 11• rectangular box for all electric control valves Installed within on-grade landscaped areas. Carson Industries ii 1419-128 with green bolt-down cover or approved equal. 5. Use 1 o• x 10-1 / 4" round bo• for all quick coupling valves installed within on-structure lond:,coped areas. Corson Industries No. 910-12B with green bolt-down cover or approved equal. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" TITLE _______ _ REVIE\,IED BY• INSPECTOR DATE DATE ,r, C C "' '-.. G C :: -c lC C ~ / 1.r: C '-.j- ~ 7" C C / G <.( / er <t f-- 0'. C er LL 0:: / C .... if. C C C / er ::<'. / er 1----+--+------------1-----1---.i.--1---1 .___I =9~1 =C=I=TY===O=F===C=A=R=L=S=B=A=D~\===5~1 ~ .... "11<1. ,-PLANNING DEPARTMENT LA COSTA RESORT & SPA IRRIGATION SPECIFICATIONS ~ ~ .... ~ VILLAS PHASE 2 O: r CARLSBAD, CALIFORNIA ;:: APPROVE~~,c,:,i......!/:.........:~:::!'.1.-----9..q--<JS" ~ ASSISTANT PLANNING DIRECTOR DATE c.; :z DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: ---PROJECT NO. DRAWING NO. t,:; REVISION DESCRIPTION CHKD BY: --CT 03-01 4O2-2U e L------------------------------------------------------------------------------------------------------------------.LE;N:G;IN:E:E:R~OF;;_;~:;Ki, ______ ..:,_.:,.:.:,,;,_ __ ,;_ ____ ..J~D~T:1-C~R:.:AP;P:R~□V:A:L~~C~ITY:.:..A:P:PR::O;VA:L~.!;R;V;;\,l;;D;;;B;;;Y;' ~~;;;~ _________ ;;,!_;;;;..;;;,I <I I ! I ~ I\) • I\) c:: IRRIGATION SPECIFICATIONS (continued) N. Backflow Prevention Units: 1. 2. 3. Backflow prevention unit shall be of size and type Indicated on the irrigation drawings. Install bacldlow prevention units In accordance with the Drawings. Wye strainers at bockflow prevention units shall hove a bronzed screwed boy with 60 mesh monel screen and shall be similar to Balley #1008 or approved equal. All pressure main line piping between the point of connection and the backflow preventer shall be Installed as required by local code, The Contractor shall verify with the local governing body as to material type and Installation procedures prior to start of construction. Submit shop drawing for approval. 0. Automatic Controller: 1. Automatic controller(s) shall be of size and type shown on the Drawings. 2. Final location of automatic controller(s) shall be approved by the La,ndscape Architect end Owner. 3. Unless otherwise noted on the Drawings, the 120 volt electrical power to each automatic controller location Is to be furnished by others. The final electrical hook-up shall be the respon,slbllity of the Contractor. P, Vandal Resistant Controller Enclosure: 1. 2. Con troll er enclosure shall be of size and type shown on the Irrigation Drawings and Irrigation Detail sheet. A backboard shall be secured to the controller enclosure housing to provide o base for mounting the automatic sprinkler controller and terminal strip. PART 3 -EXECUTION 3.01 OBSERVATION OF SITE CONDITIONS A. All scaled dimensions ore approximate. The Contractor shall check and verify all size dimensions and receive approval from the City of Carlsbad prior to proceeding with work under this Section. B. Exercise extreme core In excavating and working near existing utilities. The Contractor shall be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. C. Coordinate lnstollotlon of sprinkler materials Including pipe, so there shall be no Interference with utilities or other construction or difficulty In planting trees, shrubs, and ground covers. D, 3.02 A. B. C, 3.03 A. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the Irrigation system. PREPARATION Physical layout: 1. Prior to Installation, the Contractor shall stoke out oil pressure supply lines, routing and location of sprinkler heads. 2. All layout shall be approved by the City of Carlsbad. prior to Installation. Water Supply. 1. 2. The irrigation system shall be connected to water supply polnt(s) of connection as Indicated on the Drawings. Connections shall be mode at the approximate locotlon( s) shown on the Drawings. The Contractor is responsible lor minor changes caused by actual site conditions. Electrical Supply: 1, 2. Electrical connections for any and all automatic controllers shall be mode to electrical polnt(s) of connection os indicated on the Drawings. Connections shall be mode at the approximate locotion(s) shown on the Drawings. The Contractor Is responsible for minor changes cause by actual site conditions, INSTALLATION Trenching: 1. 2. 3. 4. 5. 6. Dig trenches straight and support pipe continuously on bottom of trench. Loy pipe to an even grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. Provide for o minimum of thirty (30) Inches cover for for all Irrigation lines Installed under vehicle paving. Provide for a minimum of twenty-four (24) inches cover for oil pressure supply lines of three (3) Inches or larger In diameter. Provide for a minimum of eighteen (18) Inches cover for oil pressure supply lines of two end one half (2½") Inches or smaller Provide for a minimum of twelve (12) Inches for oil non- pressure lines. Provide for a minimum cover of eighteen (18) Inches for oil control wiring. B. •• Backfilling: 1. The trenches shall not be bockfllled until all required tests ore performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loom, sandy cloy, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted In landscaped areas to a dry density equal to adjacent undisturbed soil In planting areas. Backfill 2. 3. 4. wlll conform to adjacent grades without dips, sunken areas, humps or other surface Irregularities. A fine granular material backflll will be lnltlolly placed on oil lines, No foreign matter larger than cne- holf (1/2) Inch In size will be permitted In the Initial backfill. Flooding of trenches wlll not be permitted. If settlement occurs and subsequent odj.Jstments In pipe, valves, sprinkler heads, lawn, planting, or other construction ore necessary, the Contractor shall make oil required adjustments without cost to the Owner. C. Trenching and Bockflll Under Paving: 1. Trenches located under oreos where paving, osphaltlc concrete, or concrete will be Installed, sholl be backfilled with sand (a layer four (4) Inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices, Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left In o firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set In place, cap and pressure test all piping under paving prior to the paving work. 2, Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete la necessary, It shall be done and replaced by the Contractor as o port of the Contract cost. Permission to cut or break sidewalks ond/or concrete shall be obtained from the Owner. No hydraulic driving will be permitted under concrete paving. D. Assemblies: E. 1. Routing of sprinkler Irrigation lines as Indicated on the Drawings is diagrammatic. Install lines (and various assemblies) In such a monner as to conform with the details In the Drawings. 2. Install NO multiple assemblies In plastic lines, Provide each assembly with Its own outlet. 3, Install oil assemblies specified herein In a<:cordonce with respective detail. In absence of detail drawings or Speclflcotlons pertaining to specific Items required to complete work 1 perform such work In cccordonce with best standard practice with prior approval of City of Carlsbad. 4, PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before ins\allotlon. Installation and solvent welding methods shall be as recommended by the pipe ond fitting manufacturer. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal, shall be used on oil threaded PVC to PVC, and on all threaded PVC to metal joints. Light wr.,nch pressure Is all that Is required. Where threaded PVC connections ore required, use threaded PVC adopters Into which the pipe may be solvent welded. Line Clearance: F. G, H. I. 1. All lines shall have o minimum clearance of six (5) inches from each other and twelve ( 12) Inches from lines of other trodes, with the exception of the control wire sleeve(s) which shall be Installed adjacent to pressure supply line. Parallel lines shall not be Installed directly ever one another. Automatic Con trailer Assembly: Install as per monufocturer's Instructions. Remote control valves shall be connected to controller In numerical sequence as shown on the Drawings. High Voltage Wiring for Automatic Controller: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrical wc,rk shall conform to local codes, ordinances, and union authorities having jurisdiction. Remote Control Valves: 1. Install where shown on the Orowln9s. Where grouped together, allow at least twelve (12) Inches between adjacent valve boxes, Install each remote control valve In o separate valve box. Flushing of System: 1. After oil new sprinkler pipe lines and risers are In place and connected, oil necessary diversion work has been completed, and prior to installation of sprinkler heads, the control valves shall be opened and full head of water used to ftush out the system. J, 3,04 3.05 3.06 3.07 2. Sprinkler heads shall be Installed only ofter flushing of the system hos been accomplished to the complete satisfaction of the City of Carlsbad, Sprinkler Heads: 1. Install the sprinkler heads as designated on the Drawings. Sprinkler heads to be Installed In this work shall be equivalent In oil respects to those Itemized. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. TEMPORARY REPAIRS The Owner reserves the right to moke temporary repairs as necessary to keep the sprinkler system equipment In operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the, terms of the guarantee as herein specified. EXISTING TREES Where It Is necessary to excavate adjacent to existing trees, the Contractor shall use oil possible core to ovoid Injury to trees and tree roots. Excavation In areas where two (2) Inch and larger roots occur shall be done by hand. All roots two (2) inches and larger In diameter, except directly In the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where o ditching machine is run close to trees having roots smaller than two (2) Inches in diameter, the woll of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger In diameter shall be painted with two coots c,f Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours: and where this Is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. FIELD QUALITY CON1ROL A. Adjustment of the System: B. 1. The Contractor shall flush and adjust oil sprinkler heads for optimum performance and to prevent oversproy onto walks, roadways, and buildings as much as possible. 2. If It Is determined that adjustments In the irrigation equipment will provide prc,per and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also Include changes In nozzle sizes and degrees of ore as required. 3. Lowering raised sprinkler heads by tho Contractor shall be accomplished within ten (1 O) days ofter notification by the Owner. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. 5. Rain Bird EFB-CP valves will be set per manufacturers specification so that each lateral operates at design pressure. Testing of Irrigation System: 1. The Contractor shall request the presence of the City of Carlsbad In writing at least 48 hours in advance of testing. 2. Test oil pressure lines under hydrostatic pressure of 150 pounds per square inch and prove watertight. Note: Testing of pressure moln lines shall occur prior to Installation of the electric control valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per square Inch and proven watertight prior to paving. 4, Sustain pressure In lines for not less than six (6) hours. If leaks develop, replace joints and repeat test until entire system Is proven watertight. 5. All hydrostatic tests shall be mode only In the presence of the General Contractor and the City. No pipe shall be bockfllled until it has been observed, tested, and approved In writing. 6. Furnish necessary force pump ond oil other test equipment. 7. When the Irrigation system Is completed, perform a coverage test In the presence of the City of Carlsbad to determine If the water coverage for plontlng areas is complete and adequate. Furnish all materials and perform all work required to correct any Inadequacies of coverage due to deviations from the Drawings, or where the system hos been willfully lnstolled as indicated on the Drawings when It is obviously inadequate. without bringing this lo the attention of the City of Carlsbad. This test shall be accomplished before any ground cover Is planted. 8. Upcn completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. MAINTENANCE A, The entire Irrigation system shall be under full automatic operation for o period of seven (7) days prior to any planting. 8. The Owner reserves the right to waive or shorten the operation period. _ 3.08 3.09 3.10 CLEAN-UP Cleon-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, oil walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition, FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system In Its entirety for the Owner at time of final observation, Any items deemed not acceptable by the Owner. shall be reworked to the complete satisfaction of theOwner. B. The Contractor shall show evidence to the Owner that the Owner hos received all accessories, charts, record drawings, and equipment as required before final site observation con occur. SITE OBSERVATION SCHEDULE A. The Contractor shall be respcnsible for notifying the City of Carlsbad In advance for the following observation B. c. meetings, according to the time indicated: 1. Pre-Job Conference -7 days 2. Pressure supply line lnstollotlon -24 hours 3. Lateral line and sprinkler instollatlon -24 hours 4, Automatic controller lnstallotlcn -24 hours 5. Control wire installation -24 hours 6. Pressure supply line and lateral line testing -48 hours 7. Coverage test -48 hours 8. Final observation -7 days When observations hove been conducted other than the City of Carlsbad, show evidence in writing of when and by whom these observations were made. No site observations will commence without • As-Built" record drawings. The contractor shall not coll for a site visit without • As-Built" record drawings, without completing previously noted corrections, or without preparing the system for sold visit, Fa1mT K. HAAG, AJLA, INC LANDJCAPE; AR0111KlllRE LAND PLANNING ~54 N, COA/1 HIGHWAY LAGUNA BEACH CA 92651 P, (9491 3l6-9066 ~ (949) 376-9067 I ,, LI , 14605 105 , DA1E APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTJNG AREAS. "' . ,1 ,' ifi"'11111< 2 Id_ ,r: 0-. f'- l"': . 0- u: C C 0- ' 0- ~ ' f'- C s -c r--, C I.,... -/ u: C -ct ~ "' C C / 0- <C ----~ / / V. <C -- ~ / I- 0:: C V. LL 0:: / C -[f C C C - / V. '{'_ / (J. "AS-BUILT" TITLE _______ _ DATE REVIEI./ED BY• INSPECTOR DATE fsHEEi7 CITY OF CARLSBAD ~5 ~ 1---1---1-----------------t----Jf--+--+--t ~ PLANNING DEPARTMENT ~ ,_ ~==-============-===:::; cl DATt: INITIAL DATt: INITIAL DATt: INITIAL LA COSTA RESORT & SPA ~ IRRIGATION SPECIFICATIONS S VILLAS PHASE 2 CARLSBAD, CALIFORNIA APPROVED , 1 7<" ,'<i....,. ,,,,, ASSISTANT PLANNING DIRECTOR OWN BY: PROJECT NO. CHKD BY: ,-,. -l ,;-£ , DATE DRAWING NO. a: ~ ..... Cf. >-c.; :z r.: t.': '---------------------~=i____;~~_.J!:~~~~~~~<I I I CT 03-01 402-2U ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVI./D BY• I j 1---------------------------.. ----'"'l!'!'l!!'"-'!!"!'!!'!l!--------.~--.. --.l!!!"----------------------'""!'--------.;;.------------.;;..;;._...; __________ -·;;.•f, _______ ...; ___ ~--"'!';,;.. ______ "l"" __ ,,..,,,_"""'!,,.., ___ '""ii-------------.;;. ... '"' •~1,r ,.,.-._ ..... -.. -__ , .. , I \ ' •I / \ -- - -✓----) - - ---Llc!>HTIN6 LE6END KEY DESCRIPTION MANUF MODEL ... - TREE UPLl6HT HADC,O ec.Llb l'-IITH 55 MOUNTING STAKE: 1:2 VOLT, 50 l'-lA TT, MRI!!> LAMP (BAB l'-IFL 40A). PALM TREE Ll6HT, HADGO (6) Ll6HTS, TJIIIO UP BGLl6-A l'-IITH MC.I-A MOUNT 1:2 VOLT, 20 l'-IATT MR.Ii!> LAMP (BAB i'IFL 40"). 4 ONE: DOJAIN 0 BOLLARD Ll6HT DEL TA 5MA-DT BLAC.K "10 l'-IATT PL T 4:2 6x:24G4 e l"OU: LloSoHT DEL TA LE06-HP5-400, PM, BLAC-K 5"xI4'HloSoH POLE BASE D fltEC.1=$51::1' STEP DE:L TA Y'IK-FL BLAC.K Ll<SHT 13 Y'IATT 5I6N UP LloSoHT HADC.O MM Ll4 -6 Vil 5"1 MOUNTIN6 STAKE REMARKS REFE:R TO MANFC.TR'5 5PEC5 FOR INSTALLATION. DETAIL SE:E DE:TAIL D, SHEET es REFE:R TO MANFC.TR'& see DETAIL A, 5PEC.5 FOR 5HE:1:T 95 INSTALLATION. REFER TO MANFC.TR'& see DE:TAIL E, 5PEC.S FOR SHEET 95 INSTALLATION. REFER TO MANFCTR'5 SEE DETAIL F, SPEC.S FOR SHEET 95 INSTALLATION. REFER TO MANFC.TR'S &EE DE:TAIL 6, &PEC.S FOR 5HEET 65 INST ALLA Tl ON. I \ ' ' \/ --· ---___ y / 0 t=r::=11'-I ---- - - A7 0 ---------MATCHLINE • SEE SHEET 32 KEY DESCRIPTION MANUF MODEL TRELLIS DOY'INLI oSoHT HADCO 6CLl6 l'IITH 55 MOUNTIN6 STAKE 1:2 VOLT, 50 l'-IATT, MRI!!> LAMP (BAB i'IFL 40"). 0 I ----- REMARKS FIXTURE TO 6E MOUNTED ON i'lOOD TRELLIS. -$- "f] 5HADOl'-l Llc!!oHT HADC.O l"IAMI-A BLAC.K J/'1/ 55 MOUNTIN6 REFER TO MANFC.TR'5 5TAKE, 1:20 VOLT, 15 l"IATT MAX, 5PEC.S FOR Al<! LAMP INSTALLATION. V MOON LloSoHT HADC.O 6L50Ib-A BLAc.K TREE MOUNT, USE MF-I C.OMBO LAc!!o 5CREi'l TO 51:C.URE, 12 VOLT, 50 MTT MAX, MR.Ii!> LAMP <D FOUNTAIN Ll6HT FOUNTAIN LP-:250N-F (REC.E55ED) PEOPLE POOL/SPA Ll6H1FOUNTAIN F-:2:15 AN-:250 (REC.E55ED) PEOPLE l=tl:FER TO MANFC.TR'5 5PEC.5 FOR INSTALLATION. REFER TO MANFC.TR'5 SPECS FOi'!. INSTALLATION. REFER TO MANFC.TR'5 SPECS FOR INSTALLATION. / DETAIL ' - PLAN SHEET KEY L I - I I --- VILLA B~ 2 ------ FORREJT K, HAAG, AILA. K LANDJCAA; ARCHl1K1\/Re LAND PLANNING 1254 N. COAfT HIGHWAY LAGUNA BEACH. CA 926~ --- P, (949) 376-9066 c (949) 376-9067 --- f ----' - / / ---- APPROVED FOR PLANTING AND IRRIGATION ONLY, JNCLUDJNG PRECISE LOCATION OF PLANTING AREAS. - . \ ' ! I ' - 1 / " / / \ f' Ii,,: ~ '' - -' I \ i, l •., J II, ___ .. "AS-BUILT" TITLE-------- REVIE\JED BY, INSPECTOR DATE DATE ..:: <f C ,tj- / Lf: C ,tj- ,tj-c C / 0- <( > / lf <( > I- ll: C IJ. LL 11: / C ~ Cf, C C C / IJ. ::oc / if - • • \ ' • ' ' \ ' ' ' ' ' ' ' ' • ' \ \ ' ' ' • \ • • \ • \ • \ • \ • ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ---T - L______,'------'-.....,_ .......... ,-1-~------1 ED I I I I I I '\. . ,: . \/,,_-, -.o ,., ( c"-"t\~ I -------\_ -~. ------------------\ ------------ ----"'I"" ~;==="'-I ~-='==r,_..,,Z!;I" VILLA 3 LD -- -- >--10 11 -..----I I ', I I -~"'l'-1__+---1 I I I ' <,..-,;::'lh--t----1 I I I • • • , , "! ' '· ,. f---+----hnr--'--'--'---"-'--'--✓\ • I '• " ' • • •-. 'i ' / • 0 ·-; , \ _;;, _{\ 0 PLAN SHEET KEY SCALE, I" MATCHLINE -SEE SHEET 31 .,,,, ,;v·\,, ~ .a 0: 'Cf --------!-~--------\ . ' ---C 3: 1 -·-_\ \. t ··\ • • - ' -Gl Gl _] \E )}\ I I~ r~~I ~ 1 . / f· ;' (_I \ /) , ·----. '< 0 / ' ' ' '< / ' ,.__ / ,.__ / i \ , ' I I ... I I \ '•, ' -------. ," , ' I : ... , ,;· r· . ' , ' --.::-< ', ' ' '· \ ' , , , , / ' I ■ I ■ C / Lt, C -st I -st C C / (',, <( > / if. <( > c---11-'----' a: C if. LL a: / C ~ rr C VIL A BLDG[] I I 0 C C / if. 2 rl==;/--t-~ Ll===I:::<'. / • FOflRE/T K. HAAG, A/lA, K. WlDJCI\PI; ARGllTrCTUls WlD PLANNIHG 1254 N. COAIT flGf-lWAY IAGUNA BEACH, CA 92651 ~ [949) 376-9066 ~ (949) :!16-9067 i '·I I • , i'"-, , , , . , &---·- C' I ! ''! I '~~,1Ah'\ ~ ' ' I i'·--tr·· ' • • • -~ ..... /-··, -- MATCHLINE-SEE SHEET 33 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. if. ■ 0 -- "AS-BUILT" TITLE, _______ _ DATE REVIEIJED BY• INSPECTOR DATE CITY OF CARLSBAD ~ ¼i PLANNING DEPARTMENT ~ o- <I l-----l---l------1---1----+---+---I CTr] LA COSTA RESORT & SPA E- SCHEMATIC LIGHTING PLAN S VILLAS PHASE 2 CARLSBAD, CALil'ORNIA cc ~ .... _AP_P_Ro_v_ED~-~-!!'.J__L_~~,~------9---9--oS"' ~ ASSISTANT PLANNING DIRECTOR DATE c_; :z DWN BY: ---1 PROJECT NO. DRAWING NO. r.,: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY , : ---1 CT 03-01 402-2U c.:: L------------------------------------------------------------------------------------------------.l::EN:G:1N~EER~OF:_WOR::~K~--..:,:R:E~V~IS~IO:N~D;:ES:C:R:,IP~T~IO:N~---.J.!o:rH:r:R~A:PPR;:□v~A~L.J..~c~1rv::,_:AP:P:R~ov:A~LJ,!;;RV;;;IJ;;D;;;BY~•;;;;;;~!;;-------~----;;.l<1 I -----------------------• \ • \ • \ • \ • I • I I I I I I I I I I I I I I I I I I I I --I I \ ,_ ----------- • I • i i > • > • ___ , i ,_ 'r ·\ , f ,/ • MATCHLINE -SEE SHEET 32 -----A 111 -----------V" = 0 1-- \ I I ~i-~ r--+-----;-- 1 ~ f----,,,..-., -i--- )-_ --+----t--t----+------f7 0 I ~ i' i' 00 □ VILLA BL I 0 • ., __ --.\ ,~ \ ' 0 I_ • ,I i • ··:y i l i \:: ,'ti' / 1_: J '' '/ I l ,; . ' ' i' I 7c'f, , ' i ' i / \ \ I ' ,/ . ' \i _,,/ / • / / / / / 0 0 / / / < '\,,; f' ~ -'#;_==-~?-,-,-----,lr-t.L.4',,-i"', [) I_ - □ - • / ~ I f---+-+-+""'-r--.~, --,1-~~ I c------t----j---t-r:;r'""-"~--_---..; __ ., / • , .--,: \., -.--- ;--' // \'\ , ' I '· r--t--t~r----v • / ------- SGALE, I" = 10'-0" ----·----::---:·, ------,----,----,-( • PLAN SHEET KEY ;.· .. _-~/' ~' \ _ __.!_ ■ • / /, ' ' / '< /' ' ' l ' / ;! / ( ■ I I FOR!lr/T K. HAAG, AJlA, I-IC. lANDJCAl'I, ARCHl10C1\IRe !AND Fl.ANNING 1254 N, COAJT HIGHWAY IAGUNA BEACH, CA 92651 ---/ / ~ I( -I I~ -p, {949) 376-\'066 ~ {949) 376-9067 / / / \ / \L __ - / -'r""'- 1 / / / --_.,... .... _ I 1--- 11 i e-------r 7 I I • i --- I i' \ ·< • -)---¼- -i - ' I I, --,, ,.-' 1-- / i -1------- y I • ■ -J- OD "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIE\JED BY• INSPECTOR I r-~ DATE DATE C 5 I"-: C -tj- / u: C -tj- -tj-c C / " <( > / V. <( > 1-- 0::: C IJ. L,_ 0::: / C _, - ({ C C I -r F--------------------------- I ■ I I I ■ I ■ I • ■ I ■ I ■ I ■ I ■ I I I ': I' Ill '// I ' ..----:::1:--✓ ' -----"--=-,.-.. ■ -•---=f--------/ ■ I • I ■ I I • I I • I ■ ■ ' I : \ • I I ~------+1\ I 1. I 1(--------"' I I / / I • I ' ' ' -\ ■ ■ \/ /{ ' . . ' .,,--,-t--t--- ------,•---- ■ ■ DJ (0 10 tD ii I () MATCHLINE • SEE SHEET 33 I VILLA BLD 4 □ ■ [r ' J /·c 1-----l------'--J1..---' I -~~~0~0~· h~======f1==;::::::;=Jlll.£l' W-----------J------ D ■ ■ ■ ■ ■ ' 't--_ _J / ■ ■ ■ ■ .,:; • '" ',..-• .<C 'SJ C er: er a: LI. C C " "- " " '-. f"- • I C 3 "C "Sj- C "Sj- I / Lf: I C "Sj- ~ "Sj- C C I / G <( > / if. I <J: !/ ~ ,,, I- O:'. C if. LL n: / C +-er C C C / v. c,'. / I i ! / ·•, \ I ,i ./ ---]';t:s:;~::,_ I <:-·,, Vt:\ ·., __ ~-~-----i '\i ◄ '\;_~\, -''<, I -.~ .. -, ' 1\ '-\ ',o '•-'\\ t--11 -, -'-. ' ,- . /. ' 1----1---11, \/V • I -· • I '\. ' /-'-" 't _/ ;' \ 1•/ / / \ j \ I I ■ \ I -· ===-J::=c=-~~~t==-_J-~~-=-~~~~ -: · ◄ ./ <------1 I if. ■ "-----'"-l , ◄ I t ' ,I I ■ 0 0--------, I ■ --■ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. PLAN SHEET KEY "AS-BUILT" TITLE _______ _ DATE REVIE\JED BY• INSPECTOR DATE ~= <I -~~·==t===========t=t==t==t==l~ CITY OF CARLSBAD PLANNING DEPARTMENT LA COSTA RESORT & SPA ~ SCHEMATIC LIGHTING PLAN $ VILLAS PHASE 2 CARLSBAD, CAIJl'ORNIA --~L?:~•1=-____ 9~-00 ASSISTANT PLANNING DIRECTOR DATE 0: -.... if. >-c,,; :z: DWN BY: ---PROJECT NO. DRAWING NO. r,,: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY > SC.ALE, I" = 10'-0" :--CT 03-01 402-2U c.:: L-------------------------------"!'"'---------------------------------------------------------------------.J~EN:c:1N:EE~R~OF;.,:wo~R:Kl..--~R~E:V~l:S~IO~N_;:D:E:S:C~R~l~P~T~IO~N,;_ ___ J;□~T~HE~R~A:P:PR:□:v:AL;J~c~1TY:.;:A;PP;R~o;vA:;;LJ.;R;V;\J;D~B;Y;';;;;;;;;;;;;.!;;; .. iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii;.;iiiiiiiiiiiiiiiiiiiiiiii;;.l<1 i I I F 14 111111 1111 LEGEND 1. LluµTIN<:. &TANDARD 2. µANDµOLE, F'ROVIDE INTERIOE uROUNDINu LUu ACCE&&l6LE FROM OF'ENINu. PROVIDE COVER WITµ 5TAINLE55 5TEEL 5CREW5 3. BASE COVER, MATCµ MATERIAL OF POLE 4. CONNECT CONDUIT& TO uROUNDINu LUu • GROUNDING CONDUCTOR TO GROUND ROD E>. PROVIDE BOTTOM NUT FOR LEVELING AND DOU6LE NUT5 ON TOP b. REFER TO STRUCTURAL FOR REINFORCINu TIES ,. cµAMFER EDuE& ON BA&E e,. RlulD uALVANIZED CONDUIT ':l. RlulD GALVANIZED !HEEL CONDUITS TO EDGE OF CONCRETE BASE 10. GALVANIZED &TEEL ANCµOR BOLTS, FURNl5µED WITµ POLE, AS REQUIRED 6Y MANUFACTURER II. REFER TO STRUCTURAL FOR REINFORCING RODS 12. TµERMOWELD CONNECTOR 13. 3/4" x 10'-0" COPPER CLAD GROUND ROD 14. NO. b BARE &TRANDED COPPER GROUND WIRE CONNECT TO GROUND ROD, CONDUITS l GROUNDING LUG SECTION NT5 POLE BASE DETAIL SCHEMATIC LIGHTING NOTES 1. The Schematic Lighting plans ore for the identification and location of fixtures: only. 2. The electrical contractor shall be responsible for the design provision end installation of all electrical equipment as necessary to insure a complete agency approved installation in conformance with the intention of these schematic documents. 3. The electricol contr'actor shall be responsible for all permits and any or oll shop drawings that may be required to obtain said permits. The contractor shall apply for all permits and pay for some. -4. The electrical contractor shall verify exact location (obtain location approval) of all lighting fixtures witll the landscape architect and Owner prior to electrical rough-in, 5. The electrical contractor shall coordinate his work with other trades and install all necessary sleeves, stub-outs, etc. as required. 6. All electrical work shall comply with the local codes and building department requirements. Ji.II materials shall be new and bear U.L. labels. 7. Refer to the construction plans for complete description of all related construction improvements. 8, All light fixtures shall be installed per mfg. details and written specifications. 9. The contractor shall verify all conditions ond dimensions shown on the plans at the site prior to commencement of any work under this contract. 10. The contractor shall carry all workman's compensation, public liability and property damage insurance as r,equired by the owner. 11, The Owner shall decide all questions relcting to "interpretction" of the drawings and the acceptable fulfillment of the contract. 12, The contractor shall ct all times protect his work tram damage and theft and replace all damaged of stolen p,orts at his e:.:pense until the work is accepted in writing by the Owner. 13, Extreme core shall be exercised in excavating and working near existing utilities contractor shall verify at the location and condition of oil utilities and be responsible for damage to any utilities. 14. Any wiring that may be shown on the plans is diagrammatically routed for clarity. contractor shall route to ovoid conflict with stationary elements in such c manner as to conform with the vorious details and to utilize irrigation trenches where possible. 15. Electrical contractor shall submit to Owner and landscape architect, a shop drawing indicating hook-up, circuit data, installation details, and switch and timing devices for complete operating system. D J-------<1)- FLAN VIEUJ ELEVATION ¼ALE: 1/4"=1'-0" LEGEND I. µADCO, BCLlb W/ 5E, MOUNTINu STAKE 12 VOLT, !:,O WATT, MRlb LAMF' <EIAEI WFL 40") 2. MULTI-TRUNK TREE 3. FINISµ GRADE TREE UPLIGHT ::: LEGEND I. DELTA, SMA-DT BLACK, 70 WATT PL T 42 Gx24Q4 2. FINISµ SURFACE 3. FINI$µ GRADE _J I NT5 2 A -------- LEGEND I. TREE 2. LIGµT FIXTURE µADCO, 6CLlb-AW/MCI-A MOUNT 12 VOLT, 20 WATT MRlb LAMP <BAB WFL 40") 3. &ERVICE CABLE-5ECURE WI MA 3 CABLE µOLD-DOWN 5TA6LE5. 4. TRAN&FORMER-LOCATE ABOVE IRRluATION 5PRAYS AND OPPOSITE OF WALKS. 5. CONTRACTOR TO CONFIRM µE1GµT oF uc.µTe, PALM TREE UPLl6HT 4 DOY'IN Ll6HT ELEVATION LOY'! PATH LIGHT NT5 LE6END I. µADCO, DPL-3-A BLACK 12 VOLT, 20 WATT 2. FINl5µ SURFACE 3. CONC. FOOTING fORREJT ~-HAAG, NlA, INC. LANDJGOJ'E ARCHllOCME LAND PLANNING 1254 N. COA/T HIGHWAY LAGUNA !FAG<, CA 92651 p, {949) :Jl6-9066 f (949) :Jl6-906J 6 ~ •, 4 ELEVATION 5CALE, 1/11>"=1'-0" ii ... .. .t .... . ' . ; ·' ..... . " •• 4 • .,, 4" ',. 4 . .. . ., ·. • . 4 '. ... ' ' ·~ ' .. , .. ... SECTION NT5 LE6END I. DEL TA, WK !'!>ERIE5 RECE5&ED 5TEF Lluf.lT, 13 WATT MAX., FLOURE!'!>CENT BLACK 2. WALL 3. FINl$f.l !'!>URFACE REC.ESSED STEP LIGHT "AS-BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE-------- REVIEVED BY• INSPECTOR ;,¥, .... .,,.;: <( 1, --st- 1-r-,r. O' LI'. C C " " " " '-. 1'-· C 3 ,: LI'. C -st- / ,r. C -st- ~ -st- C C / " <( -..... -/ (J. <( "-':: -I- 0::: C (J. LL 0::: / C +-u: C C C / (f :,:: / (J. DATE DATE l---------+-----1-----1---1--+--+--t ~ CITY OF CARLSBAD PLANNING DEPARTMENT LA COSTA RESORT & SPA LIGHTING DETAILS VILLAS PHASE .Z CARLSBAD, C.ALIFO/INI.A _AP-PR_◊_VE_D~~x~(@j~·· 11!__ ____ 9-9-0S"' ASSISTANT PLANNING DIRECTOR DATE >-c..: :z DWN BY: ---PROJECT NO. DRAWING NO. r.: E Cl,..,LLARD Ll'-HT DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---CT 03-01 402-2U c; L _____________________________________ .J..:JL.L.ll,.,,':.~=:.~,:_:_~1,;7:.:,..:, _____________________ .J~---------------------------!:EN:G:1N:E~ER~Of;_:wo~R:Kl.--_;R~E:V,:IS~IO~N_:D:E:S:C~R~l~P~T:IO~N,;_ ___ J.□~T:1-£~R~A:P:P:R□:v:AL;J..:;ci~TY:_:A:PP:R~o::;vA:LJ.!;;R;V;;"';;;D;;;B;Y;';;;;;;;;;;;;~--------;.,;----;;;:,a<1 \