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HomeMy WebLinkAboutDWG 349-3S; CT 92-08; GREEN VALLEY; 01-25Landscape Improvement Drawings City Submittal INDEX OF DRAWINGS SEQ SHEET SHEET TITLE 1 L-100 COVER SHEET AND DRAWING INDEX 2 L-201 LANDSCAPE GRADING PLAN 3 L-202 LANDSCAPE GRADING PLAN 4 L-251 GRADING SECTIONS 5 L-300 CONSTRUCTION SCHEDULE AND NOTES 6 L-301 LANDSCAPE CONSTRUCTION PLAN 7 L-302 LANDSCAPE CONSTRUCTION PLAN B L-601 CONSTRUCTION DETAILS 9 L-602 CONSTRUCTION DETAILS 10 L-603 CONSTRUCTION DETAILS 11 L-604 CONSTRUCTION DETAILS 12 L-605 CONSTRUCTION DETAILS 13 L-606 CONSTRUCTION DETAILS 14 L-701 LANDSCAPE IRRIGATION PLAN 15 L-702 LANDSCAPE IRRIGATION PLAN AND LEGEND 16 L-750 IRRIGATION DETAILS 17 L-751 IRRIGATION DETAILS 18 L-752 IRRIGATION NOTES 19 L-800 PLANTING LEGENDS 20 L-801 TREE PLANTING PLAN 21 L-802 TREE PLANTING PLAN 22 L-901 SHRUB PLANTING PLAN 23 L-902 SHRUB PLANTING PLAN 24 L-1001 PLANTING DETAILS 25 L-1002 LANDSCAPE SPECIFICATION NOTES DECLARATION OR RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE WORK FOR THIS PROJECT, THAT I HAVE EXERCISE RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE SUPPRESSION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. IMA DESIGN GROUP, INC. JAMES KEENAN, ASLA CALIFORNIA RLA #3899 2500 MICHELSON DRIVE SUITE #125 IRVINE, CALIFORNIA 92612 (949) 250-0023 REVIEWED BY: APARTMENT D & CENTRAL PLANT Continuing Life Communities, LLC VICINITY MAP LA COSTA AVE SITE 5 \ I ~ SILVERLEAF CIRCLE ~ APARTMENT "D" (.) _J _J ~ 1/) w -I-z ::, :::E :::E 0 u w LL. :::i (!) z ::::, z LANE I-z 0 u Ol 0 I-0 Li.IN w°' Cl:: < I--(/) z Cl:: WO <ci' I-LL Z::J E-t< ~c) 00 gi Oii _J U< Cl o< u ,q-Cil j m~ ~ Cl:: < u PACIFIC OCEAN L~-.----OLIVENHAIN '<--'" 0 N.T.S, " 0 zx <Cw 0 t-z W- L•J BLVD DATE ___ I OF C N.T.S. NORTH COUNTY OF SAN DIEGO Department of Envlronmental Health OLIVENHAIN MUNICIPAL WATER DISTRICT POTABLE AND RECLAIMED WATER SYSTEM APPROVAL APPROVED BY: 9ACICtlOUle 1!' 81.AQC Lil llM WA1111•10 WA'lllt OONOTDIIINK R CYCLED WATER ,r..x-•· sm: .o:,a .._..!UM. A110 MIS flAIIIC OR: S11Cll-GN WM. SIGNS CON't,r:.HI ~• lt.AQC i.EIIERS 't'~LEIIP• TYPICAL SIGNS NORTH tr X18" -.o.l2 /iUMW. ;080 ABS PUS1IC OR ACK...()N wrt. SIGHS st 0 '-._ N N '-._ ~-~~ :c c., (f)Z - 0:: 3: w<C >0:: oo u ~ 0 . ...,o-, (/) ro ~~ f;l ~ fll v 0. 0 L-100 Land and Water Quolity Division .. / ~ ,eL_ ___ 'l-1~~~ ~ CITY OF CARLSBAD ISHEETSI ~ -___ 1 _ ~':i-~~~3.3/.04 !°'5"51()0 l----+----+-------------+---+----+--t------1 L__!_j PLANNING DEPARTMENT 25 GLENN LEEKS Date RC C ~ DATE JOB NO. Environmental Health Specialist NOTE: SIGNATURE EXPIRES TWO YEARS AFTER DATE "AS BU IL T" RCE __ _ EXP----DATE REVIEWED BY: LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 f-=-:=,..+=,.,.+-------------+-:-=--+-:::-:-:--t--:-:-=-r-,:::-c---l DWN BY: __ DATE INITIAL i-:;,;DA_;;TE=----i..c.lN;_;.ITI;;.;;AL'-1--_:_DA_;;TE=----i..c.lN:.__ITI_;;AL'--I CHKD BY: __ PROJECT NO. CT92-08 DATE DRAWING NO. 349-3S ENGINEERING PLANCHECKER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR DATE ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL RV\,ID BY• I ' ~ \o ' L[) ~ 0 '-V) ~ 0 '-IX) 0 w ~ 0 I-~ 0 --0 _J V\ ~, CL ·"'-•i ' . " ' ~i •, ,. NORTH 20 10 0 20 60 SC ALE: 1" = 20'-0" GRADING,-FQR REFERENCE ONLY .. />,PPROV-C FOR Pl t\NTl\~G AJ,JD IR=<IG1\TION O~~LY, INC LU DI r\J G LOC,A-ION OF PRECISE PLA,NTI ~~G RCE ___ _ REVIEWED BY: NSPECTO'l BUILT" EXP. ___ _ DAE 1\IITIAL F:NGINFFR ~F WORK CATE INITIAL CA.T[ OTHER APP,□VAL N 0 N I ' _,.I I.I .I L cJ _::i;;: Cf) w w en >- 0:::: C =!=!=;:!::='H=s:~,=-:::.:-=-::1-:--- I l __ ,,,_____ {:il, 61 ==I==\ ... ·······-·-·-· 0 ----- 5- LANDSCAPE PLANS FOR: CARLSBAD TRACT APARTMENT C & CENTRAL PLANT u ....J ....J . (/) w f- z ::::, ~ ~ 0 u (J) 0 f-0 WN w (J) Q:'. <( f-~ (J)7 Q:'. WO f-LL z __J w <{ <l'. ~ >u w ....J __J • 0 -~ 0 < ...., 'T OJ Z OJ VJ __J ::::, -Ct:' z ~ f-z 0 u z <r .....I (L c., z 0 <r O:'.'. c., z ~ 0 I V1 z l;i:.'l ...;i c., <t: E-< if)_ 0 u <t: ...;i L-201 92-08 c-92-GREE!\ VALLEY -PH./\SE 3 APPROVE ASSIST~NT P _ANN'.N~ [JR[CTJR DW~ RV: CHKC BY: __ _ RV'.ID BY, PROJECT N::J. ;YI q " -'1 C, \._, '-' L L, Cl DRAWING NO. 349-3S ,......_ co C) w f-<( 0 f- 0 __J O_ NORTH GRADING FOR REFERENCE ONLY ...---- 0 -- N ~ • ... ·-~-· -'( ----o-~··••a------ 1 // •-... ••.. I t ' I ~ "' // ~--~///,._ -·-.L /;7 " --·---. " -hi·-'t. 7--_L W -// ~-=-·•-.c . ..:.· ........ -!DI. /·//l --·····-,/__ ··1°' / ···-.. ··-··-'" ·-· ·--·••... ~ ,,,, ···-·-------·-·-· ~-/ :__ ---==~ .-1\ ... ------... 'I' LIMIT OF WORK - 3: 0 __J w co ~~-~w .. :=w ~---. ··-(/) -·-I 4:;;;;=±=::i==-:J·._. -."""."'···:::·.i-J ....... , . -··---' w -r-'S]r-"-:~ .. ~----',·--~->~-//-,-----"', :,>--· --SUN cu~'; A,,y-i ' ~;, ' "•> ---___ -. ',;S --••C -···=·~ •. s·· =--tfe··t------~. ~ z ,/~ / / / / / / / u ~ :::~:=:] =1;==./::::::: XY, c;✓:ii:·:~=i:=:J: ... ~s;=,.==i=""==i~-,;.::►-::i;,;= .. ~:=:::~=:+··· ~--=-=-=+:2.-=-=-· ·,;;;:r~==i==?·~--~'.F//=··•·•· ..... ··•··T :-'=t .. ;f\_ ~:=•11iiii;F==i~·"':'.c·=--"~·-/i=::C: ,·=i'===R'='?==:::i='¥-·~/======~-:-.:;.=--_-=~=7 -... -.= -;:,•J='-=··-=-====······7·····!±~:::::::::;:=='i==· ·==···7·""·~-'=/ ..... / ....... T ... .:.::::C,:i==i==~~~~=M=. -=-=~--~~ .. ;=;~·r=····=;=····==i==T'tf=::;;::;~~:::::::-;:, --;:, -:::::::~~M ::::::::::::::::::_ ... ~ =/•,1) ~. w > 0 co <( w z __J ~~ :c u f-... - <( 2· .. .'-- .... M-- --:......wm -~---" I 20 10 0 20 SCALE: 1"=20'-0" I I I I ! I I I I 60 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE~-- REVIEWED BY: INSPECTOR "AS BUILT" EXP. __ _ '✓• '-:9 ---"r:+--_:-~~ -- ' ,%., --,":. __ _ GRADING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL + SPOT ELEVATION BS BOTTOM OF STEP TC -DIRECTION OF FLOW BW BOTTOM OF WALL TG -···-SWALE LINE FF FINISHED FLOOR TS □ AREA DRAIN FG FINISHED GRADE TW --GRADE BREAK FS FINISHED SURFACE TF --RETAINING WALL HP HIGH POINT I DESCRIPTION TOP OF CURB TOP OF GRATE TOP OF STEP TOP OF WALL TOP OF FENCE ADDITIONAL INFORMATION '"'_,;..-='ABBREVIATED KEY- ~..i. SEE LEGEND c§3:c-ELEVATIONS Cl) (.) ...J ...J ~ V) w -I- z ::::, :I :I 0 (.) w LL. ...J Cl z ::::, z I-z 0 (.) v D " N N " ~-i!i~ Ol D w~ w"' Cl'.: <( I-- 1,/) z Q'. WO I-LL Z..J ~c) _J 0 o< v Ill Ol~ ~ Cl'.: <( 0 z :3 a.. c., z -Cl <( a:: c., z 3:: 0 ::c V) ~~ < ci e-, <( Cf.l ffi 0~ u <( u j ~ D .. O') t; D '"~ ~v o. D L-202 fsHml CITY OF CARLSBAD I SHEETS I 1-----+---t--------------t---t-----t--r---i ~ PLANNING DEPARTMENT 25 1-----+---t--------------t---t-----t--r---i DATE DATE LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 1---+--+-----------t----t--+----t---t --:--::--:=-:-:-'~~~===---.s-~-(;(;, ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: __ CHKD BY: __ RVWD BY• PROJECT NO. CT92-08 I DRAWING NO. _ 349-3S LO 0 " 0 " en 0 .. w ~ 0 l-o __J 0.. i BIB BLDG "D" FF==77.0 76.76 TS ~ I I I~-~I 11---=-1 I 1-=--1 11-· 4.68 BS SECTION-4 Scale: 1/8"=1'-0" SECTION-3 Scale: 1/8"=1'-0" RAMP 4 sectlon4 L-251 FOR REFERENCE ONLY BLDG "D" FF==77.0 Scale: 1/8"=1'-0" BLDG "303" FF=76.0 (PER CIVIL) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I 79.00 HP +/- section-2 L-251 "AS BU IL T" RCE__ EXP, __ DATE 42" GUARDRAIL TW (PER CIVIL) BW Scale: 1/8"=1 '-0" FF=77.0 (PER CIVIL) BLDG "D" 76.5 FG BLDG "D" FF== 77.0 (PER CIVIL) 1 section-1 L-251 3 section3 L-251 u ...J ...J ~ V) La.I Ol -0 t: LJ~ z ~ wm ~ :::::E g: <( ~ < :::::E (f)Z '--'U Cl::: OU WO <c::i f--LL c.... < z _J C'"" al La.I Cj<( <C 00 VI i... (.) 0 _J -0,: ...1 -'o U< o<r: u (.!) .,..-al j z a, (f) -_J ::::> ~ Cl::: z <( -(.) 1-z 0 u 0 zx <w 0 I-z W- W :c c., (/) z - 0:: ~ w< > 0:: ao u L-251 jsHEETl CITY OF CARLSBAD I SHEETS I t----+---+-------------+---+----+---+-----t ~ PLANNING DEPARTMENT 25 t----+---+-------------+---+----+---+-----t I---+--+------------+---+----+---+-~ LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT t----+---+-------------+---+----+---+-----t CT 92-0 GREEN VALLEY -PHASE 3 1---+--+-------------+---+-----+---+-~ _APP-RO_VE__,:D: ~~-----S:-f<t t-----------i----l----1------------1---1-----1---l---.l ASSISTANT PLANNING DIRECTOR DATE REVIEWED BY: INSPECTOR t---:--,=-+-=-+-------------+---+----+---+-~ DWN BY: __ DATE INIITIAL f-D_ATE__,_IN_ITIAL-+-D_ATE__,_IN_ITIA--IL CHKD BY: __ ---ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\v'D BY• DATE PROJECT NO. DRAWING NO. CT92-08 349-3S LO 0 ........... ~ 0 ........... co 0 w ~ 0 l-o _J 0... MISCELLANEOUS MATERIALS SCHEDULE SYMBOL DESCRIPTION COLOR I M1 I MATCH SIGN ARCHITECTURE I M2 I COMPOSITE HEADER -BEND-A-BOARD OR APPROVED EQUAL (TREX) BROWN I M3 I CONCRETE BOLLARD MOCHA I M4 I VINE POCKET-24"X24" -- I MS I TO MATCH 6" WIDE CONCRETE CURB -HEIGHT TO VARY (o" -1 o") WALK FINISH STUCCO - - MEDIUM SANDBLAST - - MEDIUM BROOM DETAIL REFERENCE 3/L-606 2/L-604 4/L-604 - - - - COORDINATION AND REFERENCE NOTES SYMBOL CD @ @ © ® ® (J) ® ® ® ® @ DESCRIPTION REFERENCE ASPHALT PAVING PER CIVIL DRAWINGS EXISTING WALK TO REMAIN -SEE DETAIL 4, SHEET L-603 FOR PHOTO PROTECT IN PLACE EXISTING RAMP TO REMAIN -SEE DETAIL 4, SHEET L-603 FOR PHOTO PROTECT IN PLACE EXISTING VAULT PROTECT IN PLACE PEDESTRIAN BRIDGE PER ARCHITECT'S DRAWINGS . GARAGE PER ARCHITECT'S DRAWINGS CARPORT PER ARCHITECT'S DRAWINGS EXISTING CURB PROTECT IN PLACE UTILITY PER CIVIL DRAWINGS DOOR MAT PER ARCHITECT'S DRAWINGS DEEPENED EDGE AT BUILDING; MINIMUM 18" OF SOIL COVER PER ARCHITECT'S DRAWINGS SCREEN FENCE/WALL PER ARCHITECT'S DRAWINGS "AS BU IL T" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ EXP, __ _ REVIEWED BY: INSPECTOR PAVING SCHEDULE SYMBOL DESCRIPTION PATTERN COLOR FINISH COMMENTS I P1 I DAVIS LIGHT BROOM W/ LIGHT CONCRETE WALK AS SHOWN MATCH PHASE 1 "MOCHA" SALT FINISH I P2 I CONCRETE WALK AT REAR DAVIS ENTRANCE (6" VEHICULAR) AS SHOWN MEDIUM ACID ETCH -"MOCHA" CONCRETE HEADER AS SHOWN DAVIS TROWELED MATCH PHASE 1 I P3 I "MOCHA" ADD ALTERNATE 2 X 4 BROWN --COMPOSITE HEADER I P4 I CONCRETE PAVING AT DAVIS AS SHOWN HEAVY SANDBLAST MATCH PHASE 1 ENTRY "MOCHA" DAVIS I PS I CONCRETE PAVING AS SHOWN LIGHT BROOM 6" THICK "MOCHA" I P6 I CONCRETE PAVERS AT ANTIQUE SAND SWEPT JOINTS-HERRINGBONE SUREBOND W/ SEALANT CROSSWALK BROWN MATCH PHASE 1 I DAVIS LIGHT BROOM W/ LIGHT P7 I CONCRETE STAIRS AS SHOWN -"MOCHA" SALT ROCK FINISH I PB I DAVIS LIGHT BROOM W/ LIGHT CONCRETE CURB RAMP AS SHOWN PER CIVIL ENGINEER "MOCHA" SALT ROCK FINISH I Pe I CONCRETE BAND @ SCORE AT DAVIS MATCH PHASE 1 PAVERS 12" WIDE 24" o.c. "MOCHA" TROWELED 6" THICK PAVING NOTES: 1. COORDINATE INSTALLATION OF SLEEVES, VAULT COVERS, ETC. W/ OTHER TRADES PRIOR TO PLACING PAVING. 2. VERIFY LAYOUT OF PAVING LIMITS WITH OWNER PRIOR TO BEGINNING WORK. DETAIL REFERENCE 2/L-601 2/L-601 3/L-601 2/L-604 2/L-601 2/L-601 4/L-601 1/L-602 2,3/L-602 4/L-601 3. MATCH PAVING WORK WITH CONTRACTOR'S OWNER APPROVED PAVING MOCK-UPS. WORK NOT MATCHING APPROVED MOCK-UPS MAY BE REJECTED BY OWNER. 4. JOINTING AND FINISHING TO MEET ADA REQUIREMENTS FOR SLIP RESISTANCE AND JOINT WIDTH (¾'° MAX.) -0.6 SLIP RESISTANCE COEFFICIENT. 5. MATCH EXISTING CONCRETE FINISH AND COLOR WITH ADJACENT APARTMENT AREA. WALL SCHEDULE SYMBOL DESCRIPTION HEIGHT COLOR FINISH CAP I W1 I MATCH STUCCO STUCCO-CROWN CMU RETAINING WALL VARIES ARCHITECTURE MEDIUM DASH TO DRAIN I w21 MATCH MEDIUM STUCCO-CROWN CAST IN PLACE CONCRETE CHEEK WALL VARIES ARCHITECTURE SANDBLAST TO DRAIN I W3 I MATCH STUCCO-CROWN CMU RETAINING WALL WITH GUARDRAIL VARIES STUCCO ARCHITECTURE TO DRAIN I W4 I MATCH STUCCO-CROWN CMU SCREEN WALL VARIES ARCHITECTURE STUCCO TO DRAIN I W5 I KEYSTONE STANDARD RETAINING WALL TRI-PLANE VARIES TAN 4" CAP UNIT ANGELUS BLOCK CO. (951) 328-9115 SPLIT NOTE: EXPANSION JOINTS EQUALLY SPACED AT 40' O.C. AND ON ALL STRUCTURE TRANSITIONS AND ABUTMENTS. FENCE, GATE, METALWORK SCHEDULE SYMBOL DESCRIPTION HEIGHT COLOR . COMMENTS I F1 I 42" HIGH BASALT GREEN -TUBULAR STEEL GUARDRAIL -MIN. TO MATCH EXISTING BASALT GREEN -TO I F2 I HANDRAIL 34" -MATCH EXISTING I F3 I 6' HIGH BLACK-TO MATCH CHAINLINK FENCE -MINIMUM EXISTING I F4 I METAL LATH 5' MINIMUM BASALT GREEN - I G1 I BASALT GREEN TO ENCLOSURE GATE 5' MINIMUM -MATCH PHASE 1 I G2 I BASALT GREEN TO ACCESS GATE 5' MINIMUM -MATCH PHASE 1 I G3 I BASALT GREEN TO SLIDING GATE 5' MINIMUM -MATCH PHASE 1 DETAIL REFERENCE 2/L-603 4/L-602 2/L-603 3/L-603 1 /L-606 DETAIL REFERENCE 1/L-603 1 /L-602 1/L-604 3/L-604 6/L-603 5/L-603 1,2/L-605 • en ~ 8 I-1-0 -wN 5 wcn ::E ~<C ::E (fl~ 0 WO < ci (.) I-u.. c:..... ~ Z....J .-, - La.I <(> <C U) ~ LL. WO O ~ _J....J•u...: D (.) , .. 0 <C ..., ...,. [Il < z O)~ ...:I ::::, ~ 0:: z (3 1--z .o ' (.) Q(/) t-w Ut- :::::> 0 a:::: z t- (/) 0 Zz O<( (_) LL.I LL.I ....I Q_ :::::> <Co (_) LL.I (/):C O(_) z (/) <( st % 0 3: ......__ 0 N :C N Vl ......__ ~::: ~~ L-300 ~ CITY OF CARLSBAD ISHEETSI l----+---+-------------+---+---t--t-----1 l_U PLANNING DEPARTMENT 25 1----+---+--------------t----t-----r----i DATE DATE 1----+---+-------------;---;----t--t----i LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT 1----+---+-------------;---;----t--t----i CT 92-0 GREEN VALLEY -PHASE 3 1---t---t-------------t--t---1t--t----l _AP_P_R□_v_ED~~L~L_ ____ s:=,t/,a; ASSISTANT PLANNING DIRECTOR DATE 1--~-+-cc=-+--------------t--::-=::--t-:,-::=,.,--t-::-:,::,:--r=:-:c-1 OWN BY: __ DATE INITIAL ,__□A_TE~_IN_ITI_AL-+-D_A_TE~I_NI_TIA___,L CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION □rHER APPROVAL CITY APPROVAL RVWD BY, PROJECT NO. CT92-08 DRAWING NO. 349-3S I!) 0 -........ 0 -........ co 0 w ~ 0 f--g a.. I I ' P1 I I NORTH /1 l I I 20 10 ; 0 I I I ' I SC ALE: 1" = 20'-0" 20 60 ii l{oso I. I J ' I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. F3 PA PA ---&-·-··- "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE PA P1 M2 NOTE: C'l 0 n I _J f--w w _:i;;;.. ... --- (1) w w (/) [c:> • ·r ---·· --~, 1- ~,lf~ _J It- , :>'. ! er::: - r (.) ....I ....I • (/) LL.I I- z :::, :I: :I: 0 (.) La.I LL. ....I (!) z -:::, z I-z 0 C.J "' 0 w~ w"' O'. <( I--C/lZ O'. WO < ci I-LL. E-t< z __J ~<( WU U) ~ __J 0 ii 0 U< u o<C -st rn CJl <:] :§ ~ O'. -st 0 6 w z <( _J c.. c.. z <Co (.)- (/) 1-o U z ::::> <( a:: _JI- (/) z 0 (.) z ~ 3: '--0 0 N :I: .,..;.rn N (/) t, 0 '--f,'~ ~~ ;g ~~ L-301 REFER TO SHEET L-300 FOR CONSTRUCTION SCHEDULES AND NOTES 1-----1---+-------------11---+---+--+-----I [sHEEll CITY OF CARLSBAD I SHEETS I 1 l_U PLANNING DEPARTMENT 25 LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 REEN VALLEY -PHASE 3 APPROVED: ~~"" ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'w'D BY• CT92-08 349-3S LO 0 ........_ 0 ........_ CXJ 0 .. w ~ 0 f-g a.. NORTH g c,,----·-·~•---"''t,__~-I~-~.=· _p~_::::::_~~-f:=~=-J:·· ;:::"'':-~v:;:. 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L,___J. _ _j__J..L _ _l__-···-.·H, ,.-11., PA ----------~----------,---------------" ---. w m .. ::~J...:.-iiiiiii w i w • 1--t-=--Cf) ____ J ____ _ _ ri61f--------· =------------·---=-,=:....::::.:===--==:-.;,===c:::-··=· =-=-:::=· ::::· ===":::::::· "= ·===~~--~-~=~===============~~=~~=~~=~~. gdJ~· ~~~·~+~·····~··· ~r=····~rs~I~-=~-~-·~·· l.... -=--@F---• w w I 1 SUNCUP WAY 7 1 3 ; i~:i'-5'~~.~-;i:·'~;~~~~[j~~ .. ~~~tJs~~~~j'Jr=1 .... ;==:::;r=--1--=----:=:=y:=:=►=p,==:fi =r=r=----=iry-·=··-==· ·~--==::f::::::F=t==1T --=-~-~,Ji::: -p-=~==r===·=r=-===i==t===i==f==r·=:=:.·.•····~·····"'·=--·····t1-:::~~····--·. = .. =. ~-=.:=. =-== ...... == .... ~. -=N~·-.·f.T1C:____:_~C~M:,.:. -.== ..... =-... =-.. ~ .... -.:= ... ~~=-·~ · ~=··:;/~''-; t.~·r~··-·=-~~~;_::-.~~i✓-;_ .. ""'~ .. ;:: •. ; ... : .. ; ...... ~ .. ; ...... :==:: .. i~i~~~~=Mi;-.. ~···=····:·-;7~~~~~~~F~~~; ...... ~. ~;~;~~M~· '-_-__ i w > 0 co <t: w w_ Cf) :..=..-0- I I I / f I I I I I i , I I I I I I 0 I / / . ' '-.._ ~, ....; __ , --'--4 -~~. -----' ----"----:,. ' ' ' - SUNCUP WAY ( NOTE: REFER TO SHEET L-300 FOR CONSTRUCTION SCHEDULES AND NOTES u ...J ...J • Vl w I- z ::::) :::E :::E 0 u w I,,. ...J t, z ::::) z I-z 0 u st 0 O> 0 b~ w°' O'. <( f-- (fJ z 0:: WO <c:i f-L... ~,c( z ..J ~23 oo Bl ..J 0~ u~ 0 o<C ..i-rn Ol~ ~ 0:: :s <( u z :5 a... Lu a... z <Co u-(/) 1-o U z ::::> <( a:: _J I- (/) z 0 u z ~ ~ .....__ 0 0 N ::c .. O"> N Vl t, 0 .....__ i,!~ ~~ i~ 11~ L-302 [SHffil CITY OF CARLSBAD ~====;===~============================t===jt===t====:t::=::: LI__j PLANNING DEPARTMENT 20 10 0 20 I S CA L E: 1" = 20'-0" 60 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I' t---+--t--------------1----l---+---1---I· LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 APPROVED: .,:-- t---t-----,t----------1---l------1---1----1 ==:-:-::~+~=--0-q.a; ASSISTANT PLANNING DIRECTOR DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL II WN BY: __ _ CHKD BY: __ RVw'D BY, PROJECT NO. CT92-08 DRA'MNG NO. 349-3S 0 '-... co 0 .. w ~ 0 l-o _J a. LEGEND G) ® CONCRETE PAVERS WITH SAND SWEPT JOINTS. SEE SCHEDULE FOR COLOR AND PATTERN. 1" MAX. FILLER SAND LEVELING BED. BUTT JOINT -SWEEP SAND INTO OPENING SUB-BASE PER CIVIL ENGINEER SUBGRADE TO BE PREPARED IN ACCORDANCE W/ GEOTECHNICAL REPORT. 12" X 6" CONCRETE BANDING SEE SCHEDULE FOR COLOR AND FINISH (SHT. L-300) (j) #4 REBAR CONTINUOUS 1/2" I • ,/ .. ~. • . \ ' . • \ • • ! .. / • • \ ' . • • • • .. \.. • • ·J • ~ • . . _;,; ...._ \ I \ I I \ D. VERTICAL EXPANSION JOINT (SECTION VIEW -SEE PLANS) (@ TRANSITIONS AND so' O.C. MAX.) SECTION @ TYPICAL JOINT ' • @ PAVING BY OTHERS NOTES: • (0 A. SEE CIVIL DWGS. FOR FINISH SURFACE ELEVATIONS B. CONTRACTOR TO PROVIDE A 4' x 4' MOCK-UP FOR OWNER'S REVIEW AND APPROVAL BY OWNER AND LANDSCAPE ARCHITECT. C. SEAL CONCRETE PAVERS PER SPECIFICATIONS CONCRETE CROSSWALK BANDING 4 A. CONTRACTION (SECTION VIEW -SEE PLANS) B. CONSTRUCTION (SECTION VIEW -SEE PLANS) (20' O.C. MAXIMUM) PAVING JOINT Scale: N.T.S. LEGEND .. G) CONCRETE HEADER (COLORED CONCRETE) @- @ 1/2" RAD. TOOLED EDGE. @ FINISHED GRADE AT SHRUB OR GROUNDCOVER AREA. @ FINISHED GRADE AT TURF AREA. @ COMPACTED SUBGRADE. NOTE: INSTALL 1-1/4"x1/4" SCORE JOINT @ 10' O.C. AND 3/8" CONTRACTION JOINT @ 20' O.C. INSTALL ISOLATION JOINTS WHERE MOWSTRIP MEETS A VERTICAL SURFACE. CONCRETE HEADER I I \ 1/2" . • • • • • • . . • • • • • • • • , ~ " I \.. . . :/ ~ • ·:;,,, I ...._ \ \ I \ t. \ ~ •i ,,. • ". • • . \. ,I • • "· ' • • • . . ' • C. ISOLATION 3 ® LEGEND G) @ @ @ ® ® (J) ® ® ® ® © G} @ HAND-TOOLED JOINT, MAXIMUM WIDTH OF 3/16" DEPTH OF JOINT AT 1 / 4 THE DEPTH OF SLAB. REINFORCING PER GEOTECHNICAL REPORT . FINISH SURFACE OF PAVING . POUR "A" CONCRETE SLAB . POUR "B" CONCRETE SLAB. PLASTIC "SPEED DOWEL" TUBE EMBEDDED IN POUR "A" SLAB. 1 /2" SMOOTH STEEL DOWEL CONNECTED POUR "A" AND "B" SEPARATELY -EITHER 12" OR 18" LONG X 18" OR 24" O.C. -PER GEOTECHNICAL REPORT. VERTICAL SURFACE, I.E. WALL, COLUMN, STEPS, ETC. JOINT SEALANT. COLOR TO MATCH CONCRETE. REBAR SIMILAR TO NOTE 2 ABOVE BUT DO NOT CONNECT POUR "A" AND "B" TOGETHER. CLOSED CELL BACKER ROD . ISOLATION JOINT FILLER . VERTICAL EXPANSION JOINT. WASHED CONCRETE SAND (1" MIN. DEPTH) 1 M03300-01 L-601 4 • • ' ' 4 • ' • ' 4 ' • • • 4 ' • ' 4 11_111-111_1 I l]Tfl 11ml 11-1 Ii' 11-11 i' I I-Ii' 11-11 i' I Ifill I Inf' I lrd 11ml 11ml 11ml Ill 111-,"-"1-=111 I -11-111 Ill Ill Ill Ill 111=1 . ' -111 1 111 111 111 111 11 I~ I' SECTION 3 ., 1 1 J 11 111 111 11 =-- -1 i 1--=111-,'' LEGEND G) CONCRETE PAVING. {1) REINFORCING PER GEOTECHNICAL REPORT. @ COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. @ CAULKED ISOLATION JOINT. @ ADJACENT VERTICAL OR HORIZONTAL SURFACE. @ 4" THICK AT PEDESTRIAN AREAS; 6" THICK AT VEHICULAR AREAS. (J) WASHED CONCRETE SAND (1" MIN). NOTE: HOLD PAVING REINFORCING 6" CLEAR OF CONSTRUCTION AND ISOLATION JOINTS. ' • CONCRETE PAVING 2 (/) _J -<( ~ w 0 z 0 -~ (.) ::> 0::: ~ (/) z 0 u -st z 0 ~ ~ '-.._ 0 0 Scale: 1 • = 1 '--0" 02517-02 L-601 Scale: 3"=1 '-0" M03302-01 L-601 Scale: 1-1/2"=1'-0" M03301-01 L-601 N I a;..cn N en t; 0 ,_S M ,\; c,~ ~.-~ p, -9.,,9,.Q'J __ OF C APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE '-.._ ~~ "'~ ~ sr-ii 11~ L-601 [SH'ml CITY OF CARLSBAD I SHEETS I i----t----t--------------t----+----t--+----t l_U PLANNING DEPARTMENT 25 i----t----t-----------------+----t--+----1 t----+---+-------------+--+---+--t----t LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT t----+---+-------------+--+---+--t----t CT 92-0 GREEN VALLEY -PHASE 3 t--:=-:-=-t--=-:--t--------------t-----=--+----t--+----t DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'wD BY• PROJECT NO. CT92-08 DRA'MNG NO. 349-3S LO 0 '-... ,.... 0 '-... O'J 0 w ~ 0 f-- 0 _J o_ SECTION 8" CD CAST IN PLACE CONCRETE PAVING / STAIR. @ # 3 REBAR 24" DC. IN TWO DIRECTIONS. SEE NOTES BELOW. (l) COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. @ DOWELED ISOLATION JOINT (BOTH SIDES). @ ADJACENT CONCRETE CURB TO SLOPE WITH STAIR. @ ADJACENT FINISH GRADE. (J) 1" SAND. 4" • • """'1""'"'i-,...,11.,.,...,.1 ~: I 111= • ,_ 6' Min. 12" MIN. 1 " 12" + TREAD WIDTH . - ' <O I -II II I I =1 1 I -'ic-----------~-_I I t-r--n-r'--11 . • NOTE: -~. 1-1/4 \ 1/2" (TYP) f-------b-tiru-i/1 \ J '-/ -TYPICAL NOSING ENLARGEMENT SCALE: 3" = 1 '-0" LEGEND CD SLOPE THE TOP OF THE RISER ® @ @ ® ® (J) ® ® ® G]) @ @ @ @2% AS SHOWN 1-1 /2" O.D. SCH.40 METAL HANDRAIL POST (WHERE OCCURS) ISOLATION JOINT, TOP AND BOTTOM. #4 @12" O.C. IN TWO DIRECTIONS. CONCRETE PAVING #3 BAR EACH NOSE SEE ''TYPICAL NOSING DETAIL" HAND TOOLED TACTILE STRIPS PER ADA GUIDELINES. CONC. PAVING CONCRETE FOOTING # 3 BAR TIES @ 24" 0.C. TOP POST OF HANDRAIL CAN BE SET DIRECTLY INTO STAIR BOND BEAM. SPEED DOWEL. 1 3/ 4" DIA. (INSIDE DIMENSION) STEEL SLEEVE. WELD POST TO SLEEVE UPON FINAL INSTALLATION. CARBORUNDUM METAL IMBED; INSTALL IN TACTILE STRIPS PER MANUFACTURER INSTRUCTIONS. NOTE: A. REINFORCEMENT SHOWN IS FOR BIDDING PURPOSES ONLY AND MUST --= =II;'.·. ·-:•:. 11_ 1. REINFORCEMENT PER GEOTECHNICAL REPORT. CIP CONCRETE CHEEKWALL. SEE DETAIL X, L-601 (_) BE CONFIRMED WITH THE GEOTECHNICAL REPORT PRIOR TO CONSTRUCTION. . --111 . · I +----¾ -~1 I ~-t I 1- ...J ...J CHEEK WALL Scale: 1" = 1•-0• 2" 8" 2" ---.. , "'-cc 11-W""'ill 1□--ml I IWn ,,[lffill 1ITi .h-n. m m-•· -,1 - LEGEND 12" TACTILE STRIP ADJACENT PAVING -SEE PLANS RIDGELINE/ SCORE JOINT CONCRETE TACTILE STRIP SHALL BE 12'' IN WIDTH stair-sec SECTION WITH THE GROOVED PORTION BEING 8". CONCRETE MIX DESIGN TO BE 5,000 PSI WITH A SLUMP OF 3" OR LESS. CONSIDERABLE CARE SHALL BE TAKEN IN MOVING FORMS AND FINISHING EDGES WITH A SLIGHT RADIUS. WHEN STAMPING GROOVES, CARE SHALL ALSO BE TAKEN TO INSURE WATER IS NOT LIFTED TO THE SURFACE WEAKENING THE GROOVED RIDGES OVERALL STRENGTH. SLIGHT RADIUS TO EASE EDGE CONCRETE RAMP EXPANSION JOINT TACTILE STRIP Scale: 2" = 1 '-0" 02752-05 ~ 4 CONCRETE RISERS ON GRADE 8" MIN. -I 1=11 1- 2. MAINTAIN 3" CONCRETE COVER OVER ALL STEEL REINFORCEMENT. II) w "' L-602 Scale: N.T.S. • ' • 0 ,0 . ... ' • • • ' ,, ' • • 0 ~- 0 " " o• ;@ 0 K 0 . " • 0 I ~ ' • I " " • • • LEGEND CD ® @ @ ® ® (J) BACK OF CURB ADJACENT PAVING ON THE LEVEL SURFACE AT TOP AND SIDES OF RAMP, 15'-8' CONSTRUCT A LEVEL BORDER, 12" WIDE. SEE DETAIL #3, SHEET L-602 CURB RAMP WITH MAXIMUM SLOPE OF 1:12 (8.33%). FANNED OR FLARED SIDES SHALL NOT BE STEEPER THAN 1:10 (10%). RAMP SHALL BE CONSTRUCTED OF 4" THICK C.I.P. CONCRETE. RAMP RIDGELINE/ SCORE JOINT 0 • 00 I -If') ..... ' (0 I L[) ..1JJ_ ±:6' PLAN tvo cu Re 1/a" E:DGt ¼Ax. -._j Ill r LEGEND CD BACK OF CURB / /4,/ @ 3 CONCRETE WALK 03304-01 (l) ON THE LEVEL SURFACE AT TOP AND SIDES O RAMP, CONSTRUCT A LEVEL BORDER, 12'' WIDE. SEE DETAIL #3, THIS SHEET. CURB RAMP WITH MAXIMUM SLOPE OF 1 :12 (8.33%). RAMP SHALL BE CONSTRUCTED OF 4" THICK C.I.P. CONCRETE. RAMP RIDGELINE/ SCORE JOINT CURB BY CIVIL PARKING BY CIVIL 1 L-602 0 I-WO -N 5 w"' ::::E a:: <( I--::::E (/J z a:: 0 WO U I-LL w I.&... ...J c., z ::) z I-z 0 u Z.....J ~() .....J 0 o<C st ID a,(/) -a:! () (/) _J -<( 1-w 0 z 0 -1-u ::J 0::: 1- (/) • <c E-4 <( Cl.) ffi 0 ii! u <( (..) :s NOTE: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. NOTE: CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. z 0 u 5 CURB RAMP -"B" -602 Scale: 1/4" = 1'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. . I "AS BU I LT" RCE__ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE 3 CURB RAMP -"A" (2\ -st-z 0 3: -'--0 0 Scale: 1/4" = 1'-0" 02752-CURBRamp ~2 N I .;.OJ 2752-06 L-602 N rn t; 0 '--~~ ;~ lei-;!§- L-602 [s'Hml CITY OF CARLSBAD I SHEETS I 1----1----+--------------+---+--+--t----l LLJ PLANNING DEPARTMENT 25 l---+---+-------------+---+--+--t---1 1----1----+--------------+---+--+--+-----t LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT 1---+---+-------------+---t--t--t---t CT 92-0 GREEN VALLEY -PHASE 3 1------+--+------------,r--+--+--+--t __ _i,l!,!M._L__~L_---~~g; ASSISTANT PLANNING DIRECTOR DATE 1--:c:-=+.-::-::::-:-:+-------------t-:-:-:::c-+::-=::--t-::-:-:;::-,r=:;:-:--1 DWN BY: __ DA TE INITIAL 1---"'DA:.::TE:...-1..::.:IN:.::.ITIAc:;:L--1-'D:.C:A TE;.:_i..;1:.::.NIT:.::.I A"-IL CH KD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVw'D BY• PROJECT NO. CT92-08 DRAWING NO. 349-3S LO 0 ------0 ------OC) 0 .. w ~ l-o _J 0... (/) 5 CL w w (/) f-:c ~ w :c °" 0 u.. LEGEND • N "'<j- 2 1 6 CLEAR, MINIMUM 6" oc CONTRACTOR TO PROVIDE SHOP DRAWING FOR APPROVAL 5 NOTE: WELD ALL CONNECTIONS CONTINUOUS REMOVE ALL SPATTER & SLAG GRIND ALL WELDS SMOOTH FINISH ALL SURFACES WITH 2 COATS OF ZINC OXIDE PRIMER AND 2 COATS OF ENAMEL PAINT CD 5/8" VERTICAL PICKETS AT 6" O.C.i FINISHED SURFACE OF PAVING.@ 3/16" THICK SOLID METAL r,,,-, C EE 5 CONCRETE WALK KICK PLATE TO BE FLUSH \!,) S R N WALL. G 2,, SQ TS POST WITH GRATE FRAME ON · · BOTH SIDES OF GATE @ EXTERIOR GRADE HARDWARE (j) HEAVY DUTY HINGES, 3 @ STh~L GRILL R-40. HEXAGON FINISH TO MATCH ARCH, HANDLE REQUIRED SELF CLOSING TYPE. 1~ OPENINGS. SANDWICH TO BE LEVER. DOUBLE KEYED @ 1 _ 1 /2" SQ TUBULAR BE EEN VERTICAL PICKETS AND AND SELF LATCHING. · VERTICAL FLAT BAR STEEL FRAME Q1) NEWELL CAP ACCESS GATE .,.....-......5 Scale: N.T.S. ENLARGEMENT LEGEND CD 3/4" HORIZONTAL BOLT. @ 2" STRUCTURAL/ GALVANIZED 2" ANGLE IRON. FRAME MITRE CORNERS. WELD SOLID AND GRIND SMOOTH. @ GALVINIZED CORRUGATED METAL PANEL. (i) HEAVY DUTY HINGE, 3 EACH GATE. @ LOCK AND CANE BOLT. @ FINISHED SURFACE. (j) 2" AIRSPACE. @ 1/4'' GAP BETWEEN GATES. @ 1/2'' GAP AT OUTSIDE EDGE OF DOOR. ® SECURE PANEL TO ANGLE IRON @ 12" O.C. Q1} 1/4"¢X1" LONG METAL SCREW. DRILL PILOT HOLE THROUGH METAL PANEL AND ANGLE IRON. DRIVE SCREW COMPLETLY THROUGH TO SECURE PANEL. 3"=1'-0" (TYPICAL) ..J w . ~ ... <l. I . . "' 0 I 'io \ • • • • 5510-10b L-603 NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. II .. .. • .. • .. • • 7'-0" CLEAR LEGEND 8s ffi ® CUSTOM REINFORCED FOAM CAP 8" CMU BLOCK. GROUT FILL ALL CELLS SOLID #4 REBAR @ 48" O.C. VERT. SEALANT TO MATCH WALL COLOR STUCCO FINISH -SEE WALL SCHEDULE @ FINISH GRADE SCREEN WALL Scale: N.T.S. CMUWALLCAP NOTE: CONTRACTOR TO PREPARE WALL CAP MOCK UP FOR OWNER'S APPROVAL. SECTION CONCRETE FOOTING AND REINFORCMENT ARE SHOWN FOR BIDDING PURPOSES ONLY. FOOTING AND REINFORCEMENT MUST BE SIGNED BY A LICENSED STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT CONCRETE FOOTING. 8" D X 24" W. #3 REBAR CONT. IN 8" BOND BEAM #4 REBAR CONTINUOUS TYPICAL CMU WALL 4420-A2 ~3 ELEVATION LEGEND (D 3/4"¢ STEEL PICKET @ 4" o.c. Cl) 1-1 /2'' X 2'' STEEL BAR LAID FLAT TOP & BOTTOM @ 1-1/2" SQ. STEEL POSTS @ 5' O.C. MAX. (i) CORE DRILL 2"¢ X 12" DEEP HOLE INTO FOOTING AND SET POST WITH NON-SHRINK GROUT. @ RETAINING WALL @ 7 FINISH SURFACE (j) COMPACTED SUB-GRADE GUARDRAIL Scale: 1" = 1'-0" • LEGEND CD ADJACENT PAVING / FINISH GRADE @ MOUND STUCCO TO DRAIN @ STUCCO FINISH, SEE SCHEDULE FOR COLOR AND FINISH (i) FINISH GRADE @ CONCRETE FOOTING PER CIVIL ENG. @ REINFORCEMENT PER CIVIL. 4 NOTE: SECTION (/1 w er: ;;; CONTINUOUS WELD ALL CONNECTION AND ALL GROUNDS z :i CD 02752-90 ~3 SECTION (j) COMPACTED SUBGRADE NOTE: CONCRETE FOOTING AND REINFORCEMENT u ...J ...J (/) _J <:( 1-w 0 z 0 1-u :::> a::: 1- (/) {jJ CUT SCREW FLUSH W/ ANGLE IRON, TACK WELD IN PLACE AND GRIND SMOOTH. FOR REFERENCE ONLY. EXISTING STREET CORNER OF SILVERLEAF @ GUARD RAIL SEE DET. 1, SHEET L-603. @ SCREED JOINT (WHERE OCCURS) ARE SHOWN FOR BIDDING PURPOSES ONLY. FOOTING AND REINFORCEMENT MUST BE SIGNED BY A LICENSEND STRUCTURAL ENGINEER z 0 u ENCLOSURE GATE Scale: 1/2"=1'-0" trsh-gate CIRCLE AND LEVANTE STREET. 6 EXISTING CONDITION L-603 Scale: N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE __ EXP. __ _ REVIEWED BY: INSPECTOR PRIOR TO CONSTRUCTION. 4 RETAINING WALL 2 -.;j-z 0 ~ ~ ......__ 0 0 N ::i: .. 0) existingcomer L-603 Scale: 3/4" = 1'-0" 04200-19E L-603 N 1/l t; 0 ......__ ~~ i~ ~r-11~ L-603 fsHEE17 CITY OF CARLSBAD I SHEETS I 1----1-----1----------------1----+--4--+---I ~ PLANNING DEPARTMENT 25 1---+---+-------------+--+---t--+---I 1----1-----1----------------1---+--4--+---I LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT l----+----i----------------1---+--4--+---I CT 92-0 GREEN VALLEY -PHASE 3 DATE 1-,~+.=c:c-l--------------l-c::-=:-+-::-::-:::--+--:,c-:::--r:-:::=--I DWN BY: __ DATE INITIAL 1---'-'DA.c.:TE:.......i.___;IN'-'-ITIA-"L-+-'D"-'AT.;.c.E__._I_NIT_IA--IL CHKD BY: __ ----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV',/D BY• DATE PROJECT NO. CT92-08 DRAWING NO. 349-3S LO 0 '-.. 0 '-.. co 0 w ~ 0 r-0 __J 0.. • co ~ LEGEND CD QUICKCRETE, QS-14B, MODIFIED TO 42"H. -.:t- , CENTERLINE ,,-----c: OF BOLTS / " ~ ~ / 41--- CENTERLINE OF BOLTS 5 '/ ENLARGEMENT 311=l 1-011 ~ lLLLL~"-LL~========~ CENTERLINE SECTION OF BOLTS 4'11" 2'-10" 1 I -5 n 2·-10" 11"4' 9'-6" FRONT ELEVATION 2'-6" LEGEND CD GARAGE WALL. (1) COLUMN ON GARAGE (SEE ARCH. PLANS) @ FINISHED GRADE. @ 1 "x2" TUBULAR STEEL FRAME. ® ® (J) ® ® 1 /2"x1" FLAT BAR ON EDGE @ 12" O.C. 1 /2"¢x4" ANCHOR BOLTS W/ OVERSIZE H.D.G. WASHERS TO SECURE TRELLIS TO GARAGE WALL. 1 /2'' THICK ANGLE IRON TAB. DRILL HOLE IN CENTER OF TABS TO ALLOW THE TRELLIS TO FIT ONTO ANCHOR BOLTS. VINES ON TRELLIS PER PLANTING PLAN. -:~-leT_1~-.. =s_1·!-R_U_C_TU_R_E_O_N_G_A_R_AG_E _________ la-th--wal-_,q; 2 ·. ' • •• • • ' • • • • .. 3 . ' • • ~ • • 4 @ 2"DIA. x 5"DEEP GROUT POCKETS FILLED W/NONSHRINK GROUT BY OTHERS. --12 • i 1,., ... , , -I - 1~1 I 1;1 SECTION I( SEE CHART FOR MAX. CROWN LENGTH SEE CHART FOR MAX. CROWN HEIGHT ELEVATION -CROWN DIMENSIONS BEND-A-BOARD CHART ~i~~~M ~AXWUM HOR. ACTUAL RO N SIZE DIMENSIONS POSSI LE POSSIBLE 2x4 31/2"x1 1/2" X 20' 36" 16" / 20· j ~ SEE CHART FOR MINIMUM RADIUS PLAN ~z~0~~tflfD JOIN! ~~l~P1~1NT DIMENSION" 1/2" -3/4" 1 1 /2" ID x MANl,!FA(CTURED BY: EPIC PLASTICS, 1880 GARDEN TRACT RD., RICHMOND, CA 94801 PH It 51 OJ 235-9339 www.epicplastics.com 13" • • oo I I \() Q) • "' I N 7 10'-0" MAX. SPACING 3" r·· ~- LEGEND ELEVATION/SECTION G) LINE POST W/ 8" DIA. x 2'-6" CONCRETE FdOTING. TENSION WIRE. CHAIN LINK FABRIC. @ @ ffi PULL POST, CORNER POST, OR TERMINAL POST WL 12" DIA. x 3' -0" CONCRETE FOOTING. TOP RAIL. STRETCHER BAR. TENSION#WIRE W/ TURNBUCKLE AT EA. 2 COMPACTED SUBGRADE PER SOILS REPORT. @ FINISH GRADE. ALL FABRIC SHALL BE ATTACHED AT ROAD SIDE OF FENCE. CHAIN LINK FENCE 1 Scale: 1" = 1 '-0" NOTES: =111= 771, , ,. = I J, I ,_I 11, ·'-!.JCT,. 11, I ,_I 11, ,,1 11= .J/'1--11 8 1---__, 11 -- ~-111 -11 -II' SLIP JOINT DETAIL 05100-10 L~04 LEGEND G) FINISHED GRADE/TURF AREA (1) FINISH GRADE, GROUND COVER PLANTING AREAS @ BEND-A-BOARD PLASTIC HEADER BOARD, SEE CHART FOR SIZE @ PLASTIC STAKE @ 3' O.C. MAX. USE PLATED DECK SCREWS FOR ATTACHMENT @ FACTORY CUT THERMAL EXPANSION SLIP JOINT @ 7 GA. GALVANIZED STEEL HAIRPIN, SEE CHART FOR WIDTH (J) SEE CHART FOR GAP @ 7 GA. GALVANIZED STEEL HAIRPIN, SEE CHART FOR WIDTH 1. COLOR OPTIONS -BROWN OR SAND (1 X4 ONLY SPECIAL ORDER). 2. INSTALLATION TIPS. -DO NOT SCREW THROUGH SLIP JOINT -USE COARSE WOOD WORKING TOOLS FOR CUTTING & DRILLING. USE PLATED SCREWS OR RING SHANK NAILS TO JOIN BOARD TO STAKE -ALLOW FOR THERMAL EXPANSION BY LEAVING GAPS IN THE SLIP JOINTS OR AT THE END OF THE RUN. (SEE CHART) u ..J ..J • (/) L,J 0, 0 r tio -N 5 w°' ::::E 0::: <( I--::::E {/) z 0::: 0 wo u I-Lo. L,J ..... ..J t!) z -:::, z r z 0 u Z-l ~tS _J 0 o<C -st ID Ol~ ~ 0::: <( u (/) ....J -<( 1-w Cl z 0 -l-o :::) 0::: 1- (/) z 0 u <ci E-,< 00 ffi 0 ii! u~ j (1) ½"DIA. x 4.Y;,"L. ANCHOR BOLT. @ FOOTING PER STRUCTURAL ENGINEER. PRECAST CONCRETE BOLLARD 4 BEND A BOARD PLASTIC HEADER BOARD w ,q-z 0 ~ ~ ......._ 0 0 Scale: 1 "=1 '-0" Bollard L-604 Scale: N.T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE , I i 02903-01-PLASTIC ~4 N :I: ,..rn N (/) t; 0 ......._ ~-~~ i~ ~~ L-604 [sHEEil CITY OF CARLSBAD I SHEETS I 1------1------1-----------,;..._---1-----+--+--l----1 ~ PLANNING DEPARTMENT 25 1----1---+--------------+---+--+--I----I LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT 1------1------1---------------l-----+--t--1----1 CT 92-08 GREEN VALLEY -PHASE 3 ASSISTANT PLANNING DIRECTOR l--::-,=--+::=c:-:-+--------------+-:--:::-+-:-:-:::--+--:-::::--~:-,,--1 OWN BY: __ DATE INITIAL ~DA.;.;.;TE::........i..:;.;IN-"ITIA'-"L-4--'D"-'AT.;;;cE-'-'l..;,;.NIT'-'-IA.c...tL CHKO BY: __ ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CITY APPROVAL RVIJD BY• PROJECT NO. CT92-08 DATE DRA'MNG NO. 349-3S LO 0 .......__ 0 .......__ co 0 w ~ r 0 __J 0... 7-1/2" 11'-4" 15-1/2" 1 o· -7" 6 2 ~, ~~ LEGEND ® 1-1 /2" x 1 -1 /2" SQ. T.S. TOP RAIL. 5/B" SQ. TS.S. VERTICAL PICKET. 1-1/2'' X 1-1 /2" SQ. T.S. BOTTOM RAIL. METAL GATE RECEPTION GUIDE. TRACK WHEEL ENCLOSED IN GATE, INSTALL PER STRUCTURAL ENGINEERS RECOMMENDATIONS. SCREEN WALL. 3/16" THICK SOLID METAL KICK PLATE. PLATE TO BE FLUSH W/ GATE FRAME, BOTH SIDES OF GATE. FINISHED SURFACE. GATE SLIDING TRACK. GATE ROLLER GUIDE, ATTACHED TO POST. ALLOW FOR CLEARANCE OF TOP GATE RAIL (GATE 1) IN BOTH OPEN AND CLOSED POSITIONS. ~~~~~~~~~~~~~~~~.:::..:.::=:~~--"l"""---:-- ffi: 1~ GATE ROLLER GUIDE, ATTACHED TO GATE 1, TO REMAIN IN CONTACT WITH GATE 2 IN BOTH OPEN AND CLOSED POSITIONS. ALLOW FOR CLEARANCE OF GATE TOP RAIL (GATE 2) IN BOTH OPEN AND CLOSED POSITIONS. PROVIDE CLEARANCE BETWEEN BOTTOM OF GATE AND FINISHED SURFACE AT ALL POINTS OF TRAVEL ALONG GATE PATH. 0.. ELEVATION TUBULAR STEEL VEHICULAR GATE Scale: 1/2"=1'-0" 1 " PLAN VIEW "GATE 2" NOTE: VEHICLE SLIDE GATES AND RELATED EQUIPMENT. INCLUDING WHEELS, ROLLERS, AND ANY OTHER MOVING PARTS SHALL COMPLY TO ALL SAFETY STANDARDS AND TESTING REQUIREMENTS AS DETERMINED BY UNDERWRITER LABORATORIES INC., INCLUDING, BUT NOT EXCLUSIVE TO UL 325 & 991 STANDARD FOR SAFETY. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. TUBULAR STEEL VEHICULAR GATE Scale: N.T.S. t() "',.,, ,g:_::,_ '-:l iff * 9-30-0? ar~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. STEEL GRILL, R-40 HEXAGON 1 / 4" OPENINGS. SANDWICH BETWEEN VERTICAL NOTE: VEHICLE SLIDE GATES AND RELATED EQUIPMENT, INCLUDING WHEELS, ROLLERS, AND ANY OTHER MOVING PARTS SHALL COMPLY WITH ALL SAFETY STANDARDS AND TESTING REQUIREMENTS AS DETERMINED BY UNDERWRITER LABORATORIES INC., INCLUDING, BUT NOT EXCLUSIVE TO UL 325 & 991 STANDARD FOR SAFETY. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. LEGEND SCREEN WALL PICKETS AND VERTICAL FLAT BAR. GATE GEARING DEVICE. TUBULAR STEEL HANDLE WELDED TO CROSS BARS. CD @ TUBULAR STEEL HANDLE. WELD TO TOP AND BOTTOM RAILS. vegate_section IDLER ATTACHED TO GATE 1. GATE GEARING DEVICE GATE SLIDING TRACK. 1 L-605 (.) _J _J • (/) Ol l..&J 0 I-t:;:i~ z ::::, WOl ::I 0:: <( 1-- ::I UlZ et:: 0 WO < ci (.) I-LL Z...J E-t"" l..&J ~<3 00 gJ LL. 0~ _J ...J U< 0 o<C (.) (!) '<t CD j z Ol~ ::::, ~ et:: z <( u I-z 0 (.) @ © ® ® (J) ® SECURITY FENCE W/ SCREEN. POST. ® ® <iV © GATE ROLLER GUIDE, ATTACHED TO POST. ALLOW FOR CLEARANCE OF TOP GATE .__ __ .___ SECTION "AS BUILT" RCE___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE IDLER ATTACHED TO POST. METAL GATE RECEPTOR ATTACH TO FACE OF BUILDING. TUBULAR STEEL VEHICULAR ROLLING GATE. GATE ROLLER GUIDE, ATTACHED TO GATE 1, TO REMAIN IN CONTACT WITH GATE 2 IN BOTH OPEN AND CLOSED POSITIONS. ALLOW FOR CLEARANCE OF GATE TOP RAIL (GATE 2) IN BOTH OPEN AND CLOSED POSITIONS. RAIL (GATE 1) IN BOTH OPEN AND CLOSED POSITIONS. GATE ROLLER GUIDE, ATTACHED TO GATE 1, TO REMAIN IN CONTACT WITH GATE 2 IN BOTH OPEN AND CLOSED POSITIONS. ALLOW FOR CLEARANCE OF GATE TOP RAIL (GATE 2) IN BOTH OPEN AND CLOSED POSITIONS. TRACK WHEEL ENCLOSED IN GATE, INSTALL PER STRUCTURAL ENGINEERS RECOMMENDATIONS. 2 vegate_plan L-605 1---1---+-------------+---+--t--!---I LANDSCAPE PLANS FOR: '<t 0 V') .....J -<{ t-w 0 z 0 -t-o ::> a:: I- V') z 0 (.) z 31: -.....__ 0 N :i:: N u, -.....__ ~~ ~ ,.-.!i~ ~ 0 .i,;,Ol t, 0 .. ~ ~c!; L-605 CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT 1---1---+-------------+---+--t--!---I CT 92-0 GREEN VALLEY -PHASE 3 DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROV~L DWN BY: __ CHKD BY:--1 RV'w'D BY• PROJECT NO. CT92-08 DRAWING NO. 349-3S LO 0 --....._ .- 0 --....._ OCl 0 w ~ 0 l-o _J o._ SIGN Scale: N.T.S. 1'-3 1/2" 1..----""'..---..+----'k ~ □ □ - ____ ...., 5 1:3 "' z :'5 0.. 0::: 1" w 0.. I-I Cl w I SECTION LEGEND G) @ @ @ ® ® (j) ® ® ® @ © ADJACENT PAVING / FINISH GRADE 8" MIN. LOW PERMEABLE SOIL KEYSTONE STANDARD CAP UNIT SECURE WITH KAPSEAL OR EQUAL KEYSTONE STANDARD UNIT UNIT DRAINAGE FILL (3/ 4" CRUSHED ROCK OR STONE) FINISH GRADE UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD REINFORCED SOIL-PER GEOTECHNICAL REPORT APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC DRAINAGE TILE (IF REQUIRED) PER GEOTECH REPORT GEOGRIDE REINFORCEMENT GUARD RAIL SEE DET. 1, SHEET L-603. NOTE: INSTALL KEYSTONE WALL PER MANUFACTURER (.) -I -I ~ (/) Ol LL.I 0 I-w~ z :::> w°' KEYSTONE STANDARD REINFORCEMENT WALL :::E 0::: <( I--1 :::E Cl) z 0 0::: Scale: 1/2"=1'-0" 3'-4" '-,-----------,------'Ir I.() LEGEND G) CUSTOM PRECAST CAP (MOCHA/MEDIUM SAND BLAST/QUICK CRETE) (l} 8" CMU BLOCK. GROUT FILL ALL CELLS SOLID 4• @ BRONZE RAISED SIGN PER SIGNAGE PACKAGE @ SEALANT TO MATCH WALL COLOR ;.-, ':,,:, NOTE: CONTRACTOR TO PREPARE WALL MICK UP FOR OWNER'S APPROVAL. CONCRETE FOOTINGS ARE SHOWN FOR BIDDING PURPOSES ONLY. FOOTING AND REINFORCEMENT MUST BE SIGNED BY A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. @ FINISH GRADE (j) COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT @ ACID ETCH CONCRETE BASE/ FOOTING. POUR IN PLACE COLOR TO BE "MOCHA" @ 1" EASED RADIUS @ SMOOTH HAND TROWEL STUCCO FINISH 3 ,. 9-30-0:, OF C APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. Sign L-606 "AS BU I LT" RCE __ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE LEGEND G) GURADRAIL WHERE OCCURS (l} 4" STANDARD UNIT CAP @ KEYSTONE STANDARD UNIT @ GEOGRID @ KEYSTONE FIBERGLASS PINS @ STEEL FENCE OR RAILING NOTE: CONCRETE FOOTING AND REINFORCEMENT ARE SHOWN FOR BIDDING PURPOSES ONLY. FOOTING AND REINFORCEMENT MUST BE SIGNED BY A LICENSED ENGINEER PRIOR TO CONSTRUCTION. •, ': . ',. ... . . .. ... , . . : Keystone PLACE POST IN CENTER OF STANDARD UNIT VOID L-606 FENCE SECTION & PLAN DETAIL 2 Scale: 1/2"=1 '-0' Keystone-rail L-606 u LL.I i... -I c., z :::> z I-z 0 (.) WO I-LL. z ....J ~<) __J . 0 o<C "¢ Ol Ol (I) -__J 0::: c) (/) ....J -< 1-w Cl z 0 -1-u :::> a:::: I- (/) z 0 u < c:i E-<< UJ ffi 0 ii! U< u ::s L-606 [sHffil CITY OF CARLSBAD I SHEETS I l----+----1---------------+---+--t--t-----i ~ PLANNING DEPARTMENT 25 l----+---+--------------+---+--+--+-----1 1----+---+--------------+---+--t--t-----i LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT 1----+---+--------------+---+--+--+-----1 CT 92-0 GREEN VALLli:Y -PHASE 3 l---=---1-=cc--1---------------+---+--+--+-----I DWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: --I ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'wD BY• PROJECT NO. CT92-08 DRAWING NO. 349-3S LO 0 .......... ,.... 0 .......... CXJ 0 .. w ~ 0 l-o __J o_ lw ~ \o I lM U) I I /.J.J d £; (.) /..;.__ 0 ~ ls! I i ' I ! I/ I I /! !/ I ' 43 20 10 0 NORTH SC ALE: 1" = 20'-0" 20 60 APPROVED FOR PLANTING AND IRRIGATION INCLUDING ONLY, PRECISE LOCATION OF PLANTING AREAS. ' I "AS BUILT" RC[ __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE N 0 r---... I _j 1-w w if) w w if) w z <(I _j >-er:: ',<'. a:: I L -l ~~~~>;::,::-:,_=-_ ~-...... - u.l OI L.------ ----S - (.J ...J ...J ~ Vl I.LI I- z :::, :I :I 0 (.J I.LI LI.. ...J c., z :::, z I-z 0 (.J '<I- D Ol D LJ~ z w°' :j Cl::<( 1--c.!, (/) z Cl:: WO < I-LL z ::J E-, ~c} r:n 0 _J u D 0 <( ..-rn j m ".J ~ Cl:: <( u z <( w_j a,_ a,_ jz (/) 0 Cl i= Z<( <( c., _J-o::: 0::: - z ~ ~ "' 0 D N J: .,en N 111 t; 0 "' ~~ ~~ ~; 11~ "-0 L-701 REVISION 4/29/05 1---4---1--------J_____j____J____J_---l ~ :=:==-============-===== CITY OF CARLSBAD PLANNING DEPARTMENT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DrHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE APPROVED: ASSISTANT PLANNING DWN BY: CHKD BY; __ _ RV\,/D BY, DIRECTOR PROJECT NO. CT92-0B 3 S--41-q; DATE DRAWING NO. 349-3S .. w ~ 0 hO:ji I-V\ ~ 0 _j Q_ w z _J I u ~= 2 ' I IRRIGATION LEGEND (RECLAIM SYSTEMS) SYMBOLS QrT/H/F DESCRIPTION MFGR. V'?'y .. POP-UP TURF RAINBIRD ' " 'il'<l"f'\l POP-UP TURF RAINBIRD < " ~~·"' POP-UP TURF SPRAY RAINBIRD ~~'f'V POP-UP TURF RAINBIRD SPRAY ~'f·"' POP-UP TURF RAINBIRD SPRAY 1!1ee• POP-UP SHRUB RAINBIRD SPRAY 0eeEB POP-UP SHRUB RAINBIRD SPRAY ~~~® POP-UP SHRUB RAINBIRD SPRAY ()~~@ POP UP " RAINBIRD SPRAY ~~~® POP-UP SHRUB RAINBIRD SPRAY • POP-UP TURF RAINBIRD SPRAY / 180-l E} ROTOR HUNTER E} ROTOR HUNTER 9 ROTOR HUNTER 9 ROTOR HUNTER @ ROTOR HUNTER 9 ROTOR HUNTER [lo:] SWING CHECK KBI VALVE 5F-B MPR • STREAM BUBBLER RAINBIRD NOZZLE H BALL GATE VALVE HAMMOND 0 QUICK COUPLING NELSON @] CONTROLLER RAINBIRD ~ 2" WATER METER ----N---REDUCED PRESSURE FEBCO BACKFLOW -$-ZONE CONTROL KIT RAINBIRD ~ ELECTRIC REMOTE RAIN BIRD CONTROL VALVE ♦ PRESSURE REDUCING GRISWOLD VALVE -$-STRAINER HAYWARD @ MASTER VALVE RAINBIRD @ FLOW SENSOR DATA INDUSTRIES 20 10 0 20 NORTH S C A L E: 1" = 20'-0" MODEL NO. 1804 SAM 5 MPR PCS 1804 SAM 8 MPR PCS 1804-SAM-10-MPR-PCS 1804-SAM-12-MPR-PCS 1804-SAM-15-MPR-PCS 1812-SAM-5-MPR-PCS 1812-SAM-8-MPR-PCS 1806-SAM-10-MPR-PCS 1806-SAM-12-MPR-PCS 1806-SAM-15-MPR-PCS 1806-SAM-PCS-135 WHITE), 15-VAN PGJ-06-V PGJ-06-V PGJ-06-V PGJ-06-V PGJ-06-V PGJ-06-V KC2 SS 1806-SAM-5-MPR-PCS PCS-040 (ORANGE) 8301 7645 GPM PSI QrT/H/F 30 .10/.13/ ? I 41 30 .26/.35/ 5? '1.05 .39, .53/ 30 _7911.s8 30 .65/ .87 / 1 '\/? ~ .92/ 1.23; 30 1.85/3.7 30 .10/ .13/ ,2/.41 30 .26/.35/ .52/1.05 30 . .52/ .79 /1.58 30 .o':J/.~t I 1.~ /?.R 30 .82 '1.23/ 1.85/3.7 30 1.85 40 1.0 40 1.5 40 2.0 40 2.5 40 3.0 40 4.0 IN-LINE- Sl7E 30 0.4 R. 5' 8' 10' 12' 15' 5' 8' 10' 12' 15' 15' 19' 22' 25' 28' 31' 34' 2' ESP-40MC-SS PED INCLUDING W/ WSR & WST 825 YA W/Y" STRAINER XCZ-100-8-COM PESB PRS-D #72-3 SIMPLEX W/SS 80 MESH STRAINER 300 BEPS FS-200 60 SL NCUP WAY '----STUB OUT IRRIGATION FOR FUTURE PHASE. {TYP.) w z --,1( ' ' --M-- ··-··· ....... ,,... M _J -I ·, i \,--~ -~c -~ ~~ C I u _;;: I- ;,;) I IRRIGATION PRESSURE CALCULATION VALVE#: A-36 GPM: 48 SPINKLER SYSTEM SIZE PRESSURE LOSS BACKFLOW LOSS 2" 12 WATER METER 2" 1.45 GATE VALVE 2" 0.03 REMOTE CONTROL VALVE 1-1/2" 2.61 LATERAL LINE LOSS -4.34 MAINLINE LOSS 2" 17.23 FITTING LOSS (25%) -9.42 LOSS 47.08 OPERATING PRESSURE 40 TOTAL LOSS 87.08 STATIC PRESSURE 156 RESIDUAL PRESSURE 68,92 SYMBOLS DESCRIPTION MFGR. MODEL NO. PSI GPM ~'~ LANDSCAPE RAIN BIRD LDP-09-12 ~·-• .. DRIPLINE 1e1 "DO NOT DRINK' -- SIGNAGE 0 FULL-CIRCLE 1404 W/ 1804-SAM BUBBLERS RAINBIRD (USE ADAPTER: PA-80) 30 0.5 -··-··-POTABLE WATER CONNECTION TO BUILDING CLASS 200 PVC (NON-PRESSURE) PURPLE PIPE CLASS 315 2" PVC (PRESSURE) PURPLE PIPE PVC SCH 40 FOR 1 1 /2" & SMALLER WIRE CONDUIT (SIZE PER NOTE) R. 1-3' IRRIGATION SLEEVES (SIZE PER NOTE) (SIZE: INSIDE DIA. OF SLEEVE TWICE THE OUTSIDE DIA. OF INSERTED PIPE) ~---APPROX GPM •l✓e-STAllON NUMBER •• -VN..VE SIZE \ - APPROX GPH NOTE: INSTALL MAINLINES, WIRING & LATERALS AS FOLLOWS- *UNDER VEHICLE PAVING, INSTALL MAINS, WIRING & LATERALS IN SEPARATE PVC SCHEDULE 80 SLEEVES W/30" COVER. *UNDER PEDESTRIAN PAVING, INSTALL MAINS & WIRING IN SEPARATE PVC SCHEDULE 40 SLEEVES W/18" COVER. w > 0 rn <( -M I J / ' I ! ! i / I ·····--·-_; I I i I I / I I I I I I I i I / I I i I I I <( 2 I NOTE: DRAWINGS ARE DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS AND BUILDING AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTED AREAS. lJ ...J ...J ~ (/) u.l I- z ::, ::lE ::lE 0 (.) u.l LI.. ::J (.!) z ::, z I-z 0 lJ (J) 0 t:;:i~ wrn Cl:'. <( f---cnz ct'. WO < c:i f--lJ.. E-< ~ Z _1 ~c) lf.J Cl) -' 0~ 0 u"" u o<C v[Il O"l :'.l ~ Cl:'. <( u z 0 :§ 1- <Co Qz et:: w et:: c:., -w v 0 _j w, c.. z <( <( U_j (/) c.. Cl z :3 z ~ ~ ......._ 0 0 N :c ._, rn N Cl) t;o ......._ ~,-~~ i~ ~~ L-702 REVISION 4/29/05 [sHml CITY OF CARLSBAD SHEETS l----+---1--------------+---+---t--+---i ~ PLANNING DEPARTMENT 25 l----+---1--------------+---+---t--+---i *UNDER PLANTING AREA, INSTALL LATERALS IN SEPARATE PVC SCHEDULE 40 SLEEVES W/12 " COVER ,--------------1 ------::-------~:::;-----1---l--+-------------+---+--l--t----l "AS BUILT" LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ _ REVIEWED BY: INSPECTOR EXP. __ _ DATE DATE APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 1----+---1--------------+---t---t--+------t DWN BY: __ _ DATE INITIAL i-:::DA.:.;_TE::......JL.;;IN.;:.;ITI.;:.;A::..L +...=D::.::ATE:.::_.Ll::.::Nl::.::TIA.:::L~ CHKD BY: __ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'w'D BY, ENGINEER OF WORK PROJECT NO. CT92-08 DRAWING NO. 349-3S lO 0 .....___ 0 .....___ OCl 0 .. w ~ 0 l-g a.. f5 > LL 0 a-:: 8 2 ::, z f-::, I I I -1 I i • "'" .0<>1£, "'J:! LEGEND zO -a-:: • (.!) ~z • .,., 1.111-----' SIDE VIEW TOP VIEW G) ROUND 9" PURPLE PLASTIC VALVE BOX WITH COVER MARKED "IRRIGATION." FINISH GRADE. QUICK COUPLING VALVE. • • I' ._ N' ® ® 1 /2" CRUSHED ROCK, 6" DEPTH MINIMUM. SCH 80 PVC TBE NIPPLE ® (U) @ (LENGTH AS REQUIRED). @ SCH 40 PVC 90 DEGREE STREET ELL. @ (]) MAIN LINE PVC PIPING. @) QUICK COUPLING VALVE Scale: no scale PLAN LEGEND 6" ~~ • • a:, 0 ~ .,., 7 NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. MAIN LINE SCH 40 PVC FITTING. SCH 80 PVC TBE NIPPLE -6" LENGTH. SCH 40 PVC 90 DEGREE T x T ELL. STAINLESS STEEL CLAMP, (2) REQUIRED. #4 x 24" REBAR STAKE. SECURE AT l.)UICK COUPLER & NIPPLE RISER. CURB OR WALK. BRICK SUPPORT (2) REQUIRED. 5 02804-01 L-750 ® LATERAL LINE IN PLANTING AREA LINES UNDER PAVING MAINLINE & WIRES IN PLANTING AREA 2 1 3 -- I I 111 11 -1 1 ' ''I=-. 11 111 I I -11 '' F I I -=1 11 4 ' 5 LEGEND G) PAVING SURFACE. @ EARTH SURFACE / FINISH GRADE. (l) SITE SOIL. © SAND BACKFILL. @ SLEEVED LATERAL LINE. @ FINE BACKFILL, 2" UNDER & OVER PIPE. (J) SLEEVED MAINLINE. @ CONTROL WIRES OR COMMUNICATION CABLE IN CONDUIT. ® COMMUNICATION CABLE IN CONDUIT. @ MAINLINE. {U) TAPE CONTROL WIRES TO MAINLINE EVERY 1 O.' @ LATERAL LINE. @ FINE (1 /2" MAX. DIA.) GRANULAR BACKFILL. D 2 1 3 111-11 -1 Ii- 11 i- 8 NOTE: D D D LINE SIZE DEPTHS ABCDEF < 2 I.D. -24 24 4 18 - < 3 1.D. -----12 < 3 I.D. 24 30 30 4 24 - > 3 I.D. -----18 > 3 I.D. 30 --4 -- > 4 I.D. -36 36 4 30 - A. TRENCHES SHALL BE WIDE ENOUGH TO ALLOW 4" MINIMUM HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. B. SNAKE PLASTIC PIPES FROM SIDE TO SIDE WITHIN TRENCH TO ALLOW FOR MOVEMENT. C. TIE A 20" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. UNTIE PRIOR TO BACKFILLING TRENCHES. TRENCH DEPTH/ LINE SPACING 3 Scale: no scale 02800-01 L-750 LEGEND G) TOP OF MULCH @ PURPLE 7" BOX: RAIN BIRD VB-7RND @ AIR RELIEF VALVE KIT: RAIN BIRD X71000 © FINISH GRADE 1!'ir------,c-WLC~~:!::'irrr:= '-'-"-- 1al-r--l 1 l'il-~==t=_j-___., LEGEND G) REMOTE CONTROL VALVE. SOLENOID WIRES 12'' MINIMUM. {1) 12" x 17" PURPLE PLASTIC BOX AND LOCKABLE COVER (MARKED "IRRIGATIQN & REMOTE CONTROL VALVE NUMBER. 'J ® ® (J) WATERPROOF WIRE CONNECTOR. CHRISTY'S I.D. TAG -NUMBERED TO MATCH DRAWINGS. FINISHED GRADE 1" IN TURF, 3" IN SHRUB/ GROUNDCOVER AREA. VALVE DEPTH: 6" MINIMUM, 12" MAXIMUM BELOW FINISH GRADE. ® ® NOTES: 1. INSTALL NO MULTIPLE ASSEMBLIES. 2. INSTALL 12" FROM AND PERPENDICULAR TO PAVEMENT . 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 24" LENGTH COILED CONTROL WIRES. PVC LATERAL PIPE TO SPRINKLERS. ANGLE PIPE TO SPECIFIED DEPTH W/ 45 DEGREE ELLS. COMMON BRICK (4 REQUIRED). CONTROL WIRES. PVC SCH 40 MALE ADAPTER (TYPICAL). 1/2" CRUSHED ROCK, 8" DEEP. PVC MAINLINE. PVC SCH 40 S x S 90 DEGREE ELL. MAINLINE SCH 40 PVC FITTING WITH SOLVENT WELD OUTLET. REMOTE CONTROL VALVE 1 Scale: N.T.S. F-RCV1 L-750 §'\\\\\\\ SSSSSS\'Ll ---'"-"'"+',~'"4"41\_ \h-.-+---,-,--,-,---,- 111~ I II 11-111 :z: 5 ::IE I I • a:, ~~ -i I I ~ . (.) N I I___ 111 ~ I-_I I I -3 4 (..) _.J _.J • Vl a, w 0 I-LJ~ z ::::, w cr, ::E Cl'. <( f-- ::E (fl z Cl'. 0 wo (..) f-LL z __J w ~<( La.. w u _.J __J 0 o< c.., 'SI' IIl z en lfl -__J ::::, ~ Cl'. z c'.3 I-z 0 (..) <ci E-< <( U) ~ 0~ U< (.) j (/) _J G) @ @ POP-UP SPRAY HEAD W/ PURPLE COVER FINISH GRADE. SCH. 80 PVC NIPPLE -4" MIN. LENGTH. -,11.m I 11 @ LANDSCAPE DRIPLINE TUBING @ .3/4-INCH WASHED GRAVEL -<( © ® ® (J) ® ® SCH 80 PVC NIPPLE -6" LONG. LATERAL LINE PURPLE PIPE AND FITTING. MARLEX 90 DEGREE STREET ELL. PVC TXT 90 DEGREE ELL. WALK OR CURB. INSTALL TOP OF SPRAY HEAD 8" AWAY FROM CURB OR WALK IN SHRUB AREAS, 1" FROM CURB OR WALK IN TURF AREAS, AND 18" FROM WINDOWS. NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. POP-UP SHRUB/TURF HEAD Scale: no scale , I 7 SECTION 02801-01 6 AR VALVE KIT IN SEB-6X BOX L-750 Scale: no scale LEGEND G) SET VALVE BOX FLUSH WITH ADJACENT ® PAVEMENT, WHERE APPLICABLE. ® @ ROUND 1 o• PLASTIC PURPLE VALVE BOX, (J) WITH LOCKING COVER MARKED "IRRIGATION." @ 1" ABOVE FINISH GRADE IN TURF, 3" IN SHRUB & GROUNDCOVER AREAS. ® © FINISH GRADE. ® 4 GATE VALVE -ARVALVE L-750 Scale: no scale BALL VALVE. PVC MAINLINE PIPE. COMMON BRICK (2 REQUIRED). 2" CRUSHED ROCK, MINIMUM 8" DEPTH. CHRISTY'S I.D. TAG 2 02803-01 L-750 'SI' 0 '---N N '---~-i!i ~ t-w a z 0 -t- <( (.!) -0:::: 0:::: z 3: 0 ~ 0 :I: -.m (/J I~ ~~ L-750 REVISION 4/29/05 f's'Hml CITY OF CARLSBAD I SHEETS I 1----+----+---------------+---+--+--t-----i ~ PLANNING DEPARTMENT 25 ~=~=:::::::::::::::::::::::::::::::::::::::=:::::=====-===: r----------------,------;;-:--:----::-:-:-:-'.-::-;-;------t=~t==t=============t==t=t==t==l LANDSCAPE PLANS FOR: "AS BUILT" CARLSBAD TRACT 92-08 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ EXP, __ _ REVIEWED BY: INSPECTOR I DATE DATE APARTMENT D & CENTRAL PLANT 1----+----+---------------+---+--+--t----; CT 92-0 GREEN VALLEY -PHASE .3 APPROVED: ASSISTANT PLANNING DIRECTOR 1----+---+--------------+----+--+--+-------t OWN BY: __ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JD BY, PROJECT NO. CT92-08 DATE DRAWING NO. 349-3S L() 0 ---.._ 0 ---.._ co 0 .. w ~ 0 f--0 _J Q_ STREET SURFACE · WA✓~u##Jw'Jm&w/4i¾itkliWf //ff POTABLE SERVICE LINE SEE IMPROVEMENT DRAWINGS)·-35iET 12" MINIMUM REQUIRED-1 VERTICAL SEPARATION RECLAIMED WATER IRRIGATION MAINLINE-·----··~ W/SLEEVE NOTE, All RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BEPURBLE AND LABELED AS SPEClFlEO IN STANDARD SPECIFICATlONS FOR PRIVATE IRRIGATION SYSTEMS ''WATER d!STRJCT" RULES ANO REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993 TABLE SERVICE LINE CROSSING Scale: N.T.S. Table Service Line Crossing MAXIMUM APPLIED WATER ALLOWANCE MAWA=(ETO)(O.B)(LA)(0.62) =42.9 X 0.8 X 54,901 X 0.62 =1, 168,205 GALLONS PER YEAR / 748 =1,561.77 CCF WATER/USE PLANT KEY HYDROZONE PLANT FACTOR LOW MEDIUM HIGH LOW NATIVE PLANTS --S.F. 0.20 MODERATE SHRUBS 42,014 S.F. X 0.50 TURF GRASS 12,887 S.F. X 0.70 AVERAGE PLANT FACTOR (APF) 30,028 54,901 ESTIMATED WATER USE EWU=ETO(APF)(LA)(0.62)/(IE) =42.9 X 0.55 X 54,901 X 0.62 / 0.75 =1,070,854.99 GALLONS PER YEAR / 748 =1,432 HUNDRED CU. FT. ------ 30,028 S.F. = 0.55 7 L-751 I - FLOW SENSOR ,_1 ['METER BOX WIMETER ; // 24" APPROX. S" 12"MINIMUM I ~ POTABLE SERVICE LINE--~ 10' MINIMUM TO POTABLE MAINLINE IN STREET I -•-------------• L.RECLAIMEDWATER NOTE VERTICAL CLEARANCE OF 1.2" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE, INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDE~ WALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET IRRIGATION MAINLINE W/SLEEVE POTABLE MAINLINE CROSSING Scale: N.T.S. Potable Mainline Crossing RSE -CONTROllER 1A1 I HFS I 1~.=~~1 IIIIJ,FIDiiS~Oli =~=~rg: 11 MISlcRV'1\'i ,---MULCH NOTE(S): ~-----EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE ~-LANDSCAPE DRIPLINE TUBING: RAIN BIRD PURPLE LANDSCAPE DRIPLINE LDP-09-12 ,-,-'~···.FINISH GRADE IF PUTTl"G LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BEc.OW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DRAWING- "AIR RELIEF VALVE '<IT-AR VALVE KIT"). 5 DRIPLINE BELOW GRADEN. POTABLE L-751 Scale: N.T.S. LEGEND G) RED BRASS 90 DEG. ELL. (TYP.) @ RED BRASS UNION, LINE SIZE. @ REDUCED PRESSURE BACKFLOW PREVENTER PER PLAN. @ RED BRASS NIPPLE-4" MIN., TYP. (AS REQUIRED). @ FINISH GRADE OR CONCRETE PAD. @ RED BRASS NIPPLE TYP. 10 landscape-dripline-belowgrade-EZfil-nonpotable I I I I ~ I 61----1 • 3 L-751 EASY FIT COMPRESSION ELBOW: RAIN BIRD MDCFEL EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE DRIPLINE LDP-09-12 E-----EASY FIT COMPRESSiON COUPLING: RAIN BIRD MDCFCOUP EASY FIT COMPRESSION FLUSH CAP: RAIN BIRD MDCFCAP EASY FIT COMPRESSION FITTINGS Scale: N.T.S. EZfit-compression-fitting 3" MIN.--+-~ CONTROL ZONE KIT: 1 L-751 ® RAIN BIRD XCZ-100-B-COM u ...J ...J • V) l,J m D I-ti~ z :::, wm :E Cl'.: <( 1-- :E (/) z Cl'.: 0 wo u I-LL. Z...1 l,J ~c) La.. ...J ...J 0 o<C C) <d" Ill z m ':] :::, ~ a:: z t3 I-z 0 u z :j 4( c.!lu < ci ~ 4( 00 !}l 0 ii u-< j (/) _J -<( u WRAP ALL PIPE BELOW SOIL LINE. (INCLUDES BALL VALVE, 1 OOPESB VALV , 1-w Cl (J) PVC MAINLINE PIPE. @ PVC MALE ADAPTER. @ 12" X 12" X 12" CONCRETE THRUST BLOCK (TYP.). ® FROM WATER METER TO BFP SCHEDULE "K" HARD COPPER. NOTES 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 2. INSTALL BACKFLOW PREVENTER SQUARE W/ HARDSCAPE ELEMENT. (j]) BRONZE BODIED WYE STRAINER W/ 1 DO MESH MONEL SCREEN. @ CHAMPION "HB" HOSE BIB WITH CHAMPION "HVB-111" HOSE BIB VACUUM BREAKER. @ HINGED, LOCKING, EXPANDED METAL BACKFLOW ENCLOSURE (LEMEUR OR EQUAL). 3" MIN. CLEARANCE BETWEEN ENCLOSURE AND BACKFLOW ASSEMBLY. @ CONCRETE PAD FOR ENCLOSURE, PER MANUFACTURER'S SPECIFICATIONS. PVC SCH 40 ELL PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) @ VALVE BOX WITH COVER: RAIN BIRD VB-JMB @ ID TAG: RAIN BIRD VID SERIES (J) TOP OF MULCH @ FINISH GRADE @ QKCHK100 BASKET FILTER ANO , PSI-M40X-100 PRESSURE REGULATOR') PVC LATERAL PVC SCH 40 MALE ADAPTER PVC SCH 80 NIPPLE, CLOSE ( 1 PVC SCH BO UNION FOR SERVICING ASSEMBLY PVC MAINLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL BRICK (1 OF 4) PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL OF 3) <d" D "-N N "-~- z 0 -I- <( c., -a::: a::: z ~ 0 ~ 0 :c ,,.;.rn (/) t; D FLOW SENSER & MASTER VALVE FIELD WIRING SCHEMATIC 6 BACKFLOW PREVENTER 4 1" COMMERCIAL CONTROL ZONE KIT 2 §~ i~ 1!i ~ Scale: N.T.S. L-751 Scale: N.TS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE___ EXP. __ _ REVIEWED BY: INSPECTOR I N.T.S. L-751 Scale: no scale 02800-01 L-751 L-751 ~ CITY OF CARLSBAD I SHEETS I l----+---1-----------------1---+--+---1 ~ PLANNING DEPARTMENT 25 l---+---1--------------t---+---+--+----I LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT l---+---1--------------t---+---+--+----I CT 92-0 GREEN VALLEY -PHASE 3 DATE l----+---i-----------------1---+--+---1 OWN BY: __ _ DATE INITIAL ,__DA_T_E~I_NIT_IA_L-+-D_AT_E~_IN_ITI_AL .... CHKD BY: __ -----ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVw'D BY, DATE PROJECT NO. CT92-08 DRAIMNG NO. 349-3S 0 -....... co 0 w ~ l-g 0.. RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE OLIVENHAIN MUNICIPAL WATER DISTRICT'S STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITES, DATED MARCH 1997. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQS, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL, TO THE BEST EXTENT POSSIBLE, PONDING, RUN-OFF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. ' 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE. 8. THE IRRIGATION SYSTEMS SHALL BE RUN BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. THE FOLLOWING MORNING. SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A ~.INIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE, OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVERSPRAYING SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS. (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLING SPIKES). 13. METERS SHALL BE SIZED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING "NON POTABLE WATER" OR "RECYCLED WATER", COLOR CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTERLINE OF THE POTABLE WATER LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECYCLED WATER LINE. 18. A MINIMUM OF 12 INCHES VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF THE RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON#7645, HUNTER#HV1 OOA-RL-NP OR APPROVAL EQUAL. 21. THE REQUIRED CROSS CONNECTION INSPECTION SHALL BE DONE BY EITHER THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22. DEVELOPER SHALL SHOW THE LOCATION OF THE RECYCLED WATER SIGNS -"DO NOT DRINK"-ON THE PLANS. 23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION SHALL BE PROVIDED TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTACT O.M.W.D AT (760) 753-6466. 24. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 26. THERE ARE NOT ANY DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 27. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS, OR OTHER APPROVED METHODS. NDSCA M. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE OF NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS.,i.e. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST THE SPRAY HEADS TO ELIMINATE OVER-SPRAY ONTO AREAS NOT UNDER CONTROL BY THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS ON THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3/4" PURPLE IN COLOR, WITH THE WORDS "WARNING-RECYCLED WATER-DO NOT DRINK" ON ONE SIDE AND "AVISO-AGUA IMPURA-NO TOVAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER. HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USE FOR IRRIGATION" IN ENGLISH AND SPANISH WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL USING THE EQUIPMENT. "AS BUILT" "" '"""-.... ' ~ bl"~ ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RC[___ EXP. __ _ -05 * ore~ REVIEWED BY: INSPECTOR DATE DATE INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTIONS SHALL INCLUDE: A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTAL AND VERTICAL). D. PIPE IDENTIFICATION (P.O.C) POINT OF CONNECTION. E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. F. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND DISTRICT AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. B. WATERING SIGNS AND LABELS. C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS, INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS. ETC. G. CROSS CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHALL COVER PART A, PART B AND PART G OF THE DISTRICTS FINAL INSPECTIONS. RECYCLED WATER DO NOT DRINK ®-1 '>< ~ VI LEGEND ' ',, -~ I -I ' G) INSTALL WITH 3/8" STAINLESS STEEL BOLTS AT A MINIMUM OF SIX LOCATIONS-• N • v -I ,- I- I-. . I - , <J ' I --I I I I 8 .. • LI 7 1:= I I I I I I - -- I 1~ LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN. {l) 1-1/4" GALVANIZED STEEL U-CHANNEL, OR BOX POST. @ CONCRETE. NOTE: REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS SHALL BE POSTED WITH SIGNS (MINIMUM 6 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAT 4 INCHES HIGH BY 8 INCHES WIDE. RECYCLED WATER WARNING SIGN Scale: N.T.S. 1 REH20SGN L-752 u ..J ..J • (/) L,,J I- z :::, ::I ::I 0 u L,,J La.. ..J (!) z :::, z I-z 0 u a, 0 ~~ w°' et:: <( f--cnZ et:: WO f-LL. Z...J ~<3 ...J D o<C v rn Ol C/l ...J ~ et:: <( u -< ci E-1 <( oo Bl 0 ...J u~ ;:§ (/) w l-o z z 0 I- <( (.!) 0::: 0::: u v z 0 ~ 0 " 0 N :c .,.a, N Vl t;O " ~...-~~ i~ 1§~ L-752 REVISION 4/29/05 fsHml CITY OF CARLSBAD I SHEETS I 1-----+---+-------------+---+---+--l------l ~ PLANNING DEPAR™ENT 25 l-----+---+-------------+---+---+--1-------l DA lE INITIAL DAT£ INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 DWN BY: __ CHKD BY:-- RV\,/0 BY, I I PROJECT NO. CT92-08 DATE DRA'MNG NO. 349-3S L{) 0 ....____ 0 ....____ co 0 w ~ 0 f-- 0 _J 0... TREE LEGEND SYMBOLS 0 0 0 0 0 0 0 0 *NOTE: ALL QUANTITIES INDICATED BELOW ARE TO BE VERIFIED WITH ACTUAL PLANS. BOTANICAL NAME COMMON NAME Brachychiton acerifolia Bottle Tree Cinnamomum camphora Camphor Tree Erythrina coralloides Naked Coral Tree Ficus retusa "Green Gem" Green Gem Fig Juniperus chinensis "Spartan" Spartan Juniper Koelreuteria bipinnata Lophostemon confertus Magnolia Grandi/Iara "Samuel Sommer" Pinus eldarica Ouercus agrifolia Syagrus romanzoffiana Washingtonia robusta Chinese Flame Tree Brisbane Box Samuel Sommer Southern Magnolia Afghan Pine Coast Live Oak Queen Palm Mexican Fan Palm SIZE 36" Box 36" Box 60" Box 36" Box 24" Box 36" Box 24" Box 48" Box 36" Box 24" Box 36" Box 48" Box 15 Gal. 15' BTH 25' BTH 15' BTH 20' BTH 25' BTH 35' BTH QTY* 2 6 4 8 10 11 50 8 7 8 13 8 15 50 22 10 15 13 8 REMARKS Standard Trunk Standard Trunk Multi Trunk Standard Trunk Columnar Multi Trunk Standard Trunk (Low Branching) Full to Ground Standard Trunk (Low Branching) See plan for size and location. Standard Trunk See plan for height Skinned with 4' of + + + + + + + + + + + + NATIVE HYDROSEED MIX -22500 +/-sq.ft. TOTAL: Seed mix is 8 lbs/acre 5 lbs/acre 6 lbs/acre 8 lbs/acre 5 lbs/acre 6 lbs/ acre 8 lbs/acre 46 lbs/acre Eriophyllum confertiflorum Escholzia californica Helianthemum spocarium Lupinus succulentus Mimulus puniceus Salvia mellifera Nassella pulchra available from S&S Seeds, (805) 684-0436, or approved equal. SHRUB LEGEND SYMBOLS AG AO AA AT AR BOTANICAL NAME Abelia g. 'Edward Goucher' Agapanthus orientalis Agave attenuata Agave attenuata Anigozanthus hybrid (Red) AY Anigozanthus hybrid (Yellow/Gold) AS or @ Asparagus d. 'Sprengeri' 6) cs ~ 0 @ HP HH HY HV LO MA PE PH PM PT QB 0 RC SL 0 SR or (lj TU ta::J l><I •• AC Camellia japonica 'Purity' Camellia sosanqua 'Shishi Gashira' Carissa macrocarpa "Tuttlei" Cuphea hyssopifolia 'Compacta' Fatsia japonica Hebe 'Patty's Purple' Hemerocallis h. (purple) Hemerocallis h. (yellow) Hydrangea m. 'Variegata' Ligustrum j. 'Texanum' Liriope m. 'Silver Sun Proof' · Loropetalum chinense Mahonia aquifolium Penstemon hybrid 'Pink' Pentas hybrid 'Pink' Phormium hybrid 'Maori Queen' Phormium t. 'Attropurpureum' Podocarpus henkelii Prunus c. 'Compacta' Rhaphiolepis indica 'Claro' Rhaphiolepis indica 'Clara' Rosa 'Iceberg' Salvia leucantha Strelitzia nicolai Strelitzia reginae Tibouchina urvilleana VINES Clytostoma callistegioides Distictis buccinatoria Gelsemium sempervirens Solanum rantonnetii 'Purple Robe' Parthenocissus tricuspidata GROUNDCOVER Lantana montevidensis Trachelospermum jasminoides Lonicera j. 'Halliana' Turf Annual Color COMMON NAME Glossy Abelia Lily of the Nille Agave Agave Kangaroo Paw Kangaroo Paw Sprenger Asparagus Camellia Camellia Natal Plum False Heather Japanese Aralia Hebe Daylily Daylily Varigated Bigleaf Hydrangea Texas Privet Lily Turf NCN Oregon Grape Beard Tongue Star Clusters New Zealand Flax New Zealand Flax Long-Leafed Yellowwood Carolina Cherry Clara Indian Hawthorn Clara Indian Hawthorn Iceberg Rose Mexican Sage Giant Bird of Paradise Bird of Paradise Princess Flower Violet Trumpet Vine Blood-Red Trumpet Vine Carolina Jessamine Potato Vine Boston Ivy Lantana Star Jasmine Japanese Honeysuckle SIZE 5 Gal. 1 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 1 Gal. 15 Gal. 5 Gal. 5 Gal. 1 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 15 Gal. 1 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 5 Gal. 24" Box 24" Box 15 Gal. 5 Gal. 15 Gal. 5 Gal. 36" Box 15 Gal. 15 Gal. 15 Gal. 15 Gal. 15 Gal. 15 Gal. 5 Gal. 1 Gal. 1 Gal. Flat 4" Pots SPACING 48" O.C. 18" O.C. 30" o.c. 24" O.C. 24" O.C. 24" O.C. 24" o.c. 24" o.c. 24" o.c. 30" O.C. 12" or 18" O.C. (see plan) 30" o.c. 24" o.c. 24" o.c. 24" O.C. 24" o.c. 30" o.c. 12" O.C. 36" O.C. 24" O.C. 24" O.C. 24" o.c. 48" o.c. 48" O.C. Per Plan Per Plan 24" o.c. 30" O.C. Per Plan 48" o.c. Per Plan 30" o.c. Per Plan Per Plan Per Plan Per Plan Per Plan Per Plan 18" O.C. 18" O.C. 12' o.c. 8" O.C. QTY. 25 1690 205 355 80 105 270 6 15 702 1525 14 235 365 305 30 210 37 40 16 251 227 10 90 129 51 857 160 28 105 8 21 10 12 40 30 28 29 2830 4115 sq. ft. 6285 sq. ft. 911 REMARKS COLUMNAR COLUMNAR HEDGE ATTACH TO WALL ATTACH TO WALL ATTACH TO WALL ATTACH TO WALL ATTACH TO WALL 50-50 mix w/ Trachelospermum 50-50 mix w/ Lantana ~ ....J • (n Ol I.LI 0 I-ti~ 5 w°' ::::::E g: <( ::::::E (/) z c::: 0 WO (.) I-LL. z ::J ~ ~<) ....J ___J -D , .. 0 <( ..... '<t (Il Z Ol~ :::, ~ c::: z <( u 1-z 0 (.) U1 0 z L&J c., L&J ....J c., z 1-z j Cl. *Provide additional 8 flats of annual color to be located in the field by landscape architect and installed by landscape contractor in addition to areas shown on drawings. L-800 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE ___ EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE f'SHml CITY OF CARLSBAD ISHEETSI 1-----1---+-----------------t---+----,t----t----1 ~ PLANNING DEPAR"IMENT 25 1-----1---t------------------t---+---lt----t----1 1----+--4----------------11-----+---+--1------1 LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 1-----1---+-----------------t---t----it----t----i DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ASSISTANT PLANNING DIRECTOR DWN BY: __ _ ,__□_ATE_~IN_IT_IAL-+_D_A_TE~_IN_IT_IA_L..., CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RV\,ID BY, PROJECT NO. CT92-08 DRAWING NO. 349-3S I{) 0 '-... 0 '-... OJ 0 .. w ~ 0 l-g Cl. I I ,I 1/ </ I f,;1 / I I I NORTH I 20 10 II I 0 1/ S C A L E: 1 • = 20'--0" / ! ""~ 20 60 r \ :ti:::--. I t:rft\__ ,_,..._ -C """""-~ I i APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ _ REVIEWED BY: INSPECTOR , i / 0,./{"' tr-- "AS BUILT" EXP. ___ _ , I DATE DATE ,---REFER TO FIRE SUPRESSION ZONES SHOWN ON PLANNING SYSTEMS DRAWINGS #349-3M NOTE: -• I "\\ - N 0 CD I ....J f-w w (J) w w (J) --.. ·- 1,r---1 /:-;::_.+----,_::,,- A. ALL TREES EXCEPT SPARTAN JUNIPER TO BE PLANTED A MINIMUM OF 8' FROM BUILDING WALL. B. REFER TO SHEET L-1001 FOR PLANTING DETAILS. (.) ...J ...J • V) O'l LI.I -0 I-LJ~ z w°' ::J ~ ~ 0 (.) LI.I u.. ...J (.!) z ::::, z I-z 0 (.) .... 0 0:: <( 1--cnz 0:: WO I-LL z __, <( <( G'.j u _J 0 o<C .... (I) CJ)~ ~ 0:: <( u z <{ _J a.. c.., z -t-z j a.. w w e::: t- z ~ '--0 N :c N V) '--~~ i;!~ ~~ . <o e--< tl.l ~ 0 ii! u <( (.) j ~ 0 .;.en t, 0 ;~ L-801 fSHm1 CITY OF CARLSBAD ISHEETSI l---+--t---------------r-4"-l--l-7 LJ.Q__j PLANNING DEPARTMENT 25 DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RV'w'D BY, PROJECT NO. CT92-08 DRAWING NO. 349-3S Lf) 0 '-... 0 '-... co 0 w ~ 0 l-o ...J CL .--- 0 co ,., I --0-- _J f-w -w REFER TO Fl ZONES SHO SYSTEMS D I SUPRESSION ON PLANNING INGS #349-3M I I I / I ....... --· -----~---"····--' NORTH w > 0 m <( w w_ (J) G 20 10 0 20 S C A L E: 1" = 20'-0" I I I ! I I 60 't-"' /',(B~~=-C; . ~o-of * OF C;;jJ}: ------REFER TO FIRE SUPRESSION ZONES SHOWN -------..._ ____. ON PLANNING SYSTEMS DRAWINGS #349-3M ~ LIMIT OF WORK --C O : G:~ w m 0 +(k. I NOTE: A. ALL TREES EXCEPT SPARTAN JUNIPER TO BE PLANTED A MINIMUM OF 8' FROM BUILDING WALL. B. REFER TO SHEET L-1001 FOR PLANTING DETAILS. u ...J ...J • Vl Ol LaJ -0 I-ti 0 -N z Wai :::, ::::E a::: <( 1--::::E (/) z 0::: 0 WO u 1-IJ... LaJ LI.. ::i Cl z :::, z I-z 0 u z_, ~cS _J 0 o<C -.t CD Ol~ ~ 0::: <( u z j a.. (.!) z -1-z j a.. w w er: I- < ci E-< <( rn ffi 0 ii! u <( u j L-802 fsHml CITY OF CARLSBAD ~====t===t=========================t====t===j====t==j LJ.!_j PLANNING DEPARTMENT r--:--=~=-=-~=-=--=:-::-:=---------,-----;-;-:--;:---;::-~~;;-----7---=~r:==i=============c=r=I==t==i LANDSCAPE PLANS FOR: APPROVED FOR PLANTING "AS BUILT" CARLSBAD TRACT 92-08 t---+---+------------_j_----i---i--!---J APARTMENT D & CENTRAL PLANT AND IRRIGATION ONLY, l---+--+-------------1----l---1----1----l CT 92-0 GREEN VALLEY -PHASE 3 INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ REVIEWED BY: INSPECTOR ---- EXP, __ _ DATE DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL WN BY: __ CHKD BY: __ RV'w'D BY, PROJECT NO. CT92-08 I DRAWING NO. . 349-3S LO 0 '-- 0 '--CXJ 0 w ~ D l-o _J (L ti J I I / /I I / '······--. / .. __ I ------, .......... ~ I ! ------..... !." I --. / I ; ; .. I ,, I ·------ / r -' --/ ---... , ... / /-.. _ if --b/· .... 3iE , '·. i, -·--.... /.. 0 -. I -------, --! ' f--, /;--. ! ; .... _ I ------__ ;, , ... __ 7, I -----............ _ I ' f__ I I{ -------~ ! ' I j -------. ' I ' ' r I J, 20 10 0 NORTH SC ALE: 1" = 20'-0" I I I I 20 .... .... .... -1--1- _/ ,i / ! I : i . . . . . . . . . . ' . ; --~-~,. ""71 4 ~- r 60 ,,---RETAINING WALL REFEF{TO--L::301 / i '¼,_> \)I __ , fl i 0. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR SR DATE DATE REFER TO FIRE SUPRESSION ZONES SHOWN ON PLANNING SYSTEMS DRAWINGS #349-3M ......... ----Cf------- HH AS -~ HH 1 HH N 0 0) I _j f---w w c.n w w c.n I (c:5}--1- w z <C1 _J >-n::: :,,:: 0:: --l l=i='=:==llj r-· __ -_-__ -_---'_ - LLI ~~=1101 1--'----- 01 -~ I__,-- _J I llf--1 - ---0:i-J :c) --- -·-·-········ ' () '·······- ?;?"" ___ .,,,.,,,.. -. (..) ..J ..J -(/) w -I- z ::::, ::E ::E 0 (..) w ..... ..J (!) z ::::, z I-z 0 (..) v 0 "' 0 ~~ w"' 0:: <( f---(/) z 0:: WO f--LL z __J ;; <( w (_) ___J 0 o<C v (I) "' t:l ~ 0:: <( (_) z <( .J a.. (.!) z -1-z <( .J a.. CD =, 0:: :c (/) z 3'; '-... 0 N ::i: N en '-... ~,-~~ ~~ <□ E-<-c( oo Bl 0~ u -c( (_) j ~ 0 ... O"l t, 0 ;~ NOTE: REFER TO SHEET L-1001 FOR PLANTING DETAILS L-901 t---t--+-----------+--+-~~--1-~ [SHEEi'l CITY OF CARLSBAD ISHEETSI LE_j PLANNING DEPARTMENT 25 LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 APPROVED: S--'-1-<X ASSISTANT DIRECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: □THER APPR□VAL CITY APPROVAL RVWD BY, CT92-08 349-3S LO 0 " 0 " Cl) 0 .. w ~ 5 _J Q_ NORTH ..-- w Z __ _j -- I u I--<( 2 I REFER TO F ZONES SH SYSTEMS D E SUPRESSION N ON PLANNING AWINGS #349-3M I I I ! I I ! I -------·-·-} w > 0 (I) <( w w_ --c.n -/- /--/- -/--/- -/--/- -/--/- 20 10 0 20 S C A L E: 1 • = 20'-0" -•llo ,11-- ! I i I 60 . ! ! I I I I / I ! ! I ', . . . .. ! i REFER TO FIRE SUPRESSION ZONES SHOWN ON PLANNING SYSTEMS DRAWINGS #349-3M .r ,,,1r<(; "" ~e1'6 * ~"----'+-/ arc~ LIMIT OF WORK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. RCE __ _ REVIEWED BY: INSPECTOR 7- -f- -/--f- -/- -/- -f--/- -/- -/- -f--/- -/--/- -/--/- -/--f- -/- -/-.... ···+· LANDSCAPE TO BE INSTALLED IN FUTURE PHASE "AS BUILT" EXP, __ _ DATE DATE --------· .... . ·~--- <-11 ' ---,..,,__, I NOTE: REFER TO SHEET L-1001 FOR PLANTING DETAILS (.) ....J ....J -V) w I- z :::> :::E :::E 0 u w La.. ....J (!) z -:::> z I-z 0 u ..,- 0 a, 0 t:i~ wOl 0:: < 1--(/) z 0:: wo I-L... Z-l ~cS __J 0 o<t: ..,-(Il 0) (/1 ~a:! < u z j a.. (.!) z -1-z -<( ...J a.. ID :::, 0::: ::i:: (/) z 3: ...____ 0 N :c N (/J ...____ ~~ ~-1!i ~ <ci e--< Cf.l ~ 0~ U< u :s ~ 0 ..:.en t; 0 ~; .,o L-902 l----l--1------------+--t---r----r----i ["SHwl CITY OF CARLSBAD I SHEETS I ~ PLANNING DEPARTMENT 25 1---1-----1--------------+---+---t---r----i LANDSCAPE PLANS FOR: CARLSBAD TRACT 92-08 1---+--+--------------t-----t--,--r---r APARTMENT D & CENTRAL PLANT 1---+--+--------------t-----t--,--r---r CT 92-0 GREEN VALLEY -PHASE 3 APPROVED .___ ____ -5:-'-/~cc. ASSISTANT PLANNING DIRECTOR DATE k~-l-=,.,.--l---------------t-;~-t-~~--;:;;~t'i.ii;;.,-1 DWN BY: --DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\./D BY• I PROJECT NO. CT92-08 DRAWING NO. 349-3S L{) 0 "- 0 " co 0 .. w ~ 0 l-o .....J 0... • N LEGEND CD TREE. (l) SET TOP OF ROOTBALL ABOVE SURROUNDING GRADE. ( 1" ABOVE FOR 5-15 GAL., 2" ABOVE FOR 24" BOX, 3" ABOVE FOR 36" BOX AND LARGER). @ WATER BASIN: 4" MIN. DEPTH ABOVE ADJACENT GRADE. © FINISH GRADE. @ 3" MULCH LAYER. @ AMENDED BACKFILL. (J) PLANT TAB LETS. @ UNDISTURBED SOIL. @ EXCAVATE SOIL, REPLACE AND HAND TAMP. TREE PLANTING Scale: no scale 1 R OTB L l PALM PLANTING Scale: no scale 8 ' 5 M02901-03 L-1001 LEGEND CD FRONDS TIED UP PRIOR TO RELOCATION, REMOVE TIES BY HAND IN 35-45 DAYS. (l) NOT USED. @ FIRM BOTTOM SAND LAYER BY WATER JETTING PRIOR TO SETTING TREE. @ BACK FILL -100% CLEAN WASHED CONCRETE SAND. @ PLANT CROWN AT ORIGINAL GRADE OF ROOT BALL. 4" PERFORATED PVC WRAPPED IN @ FABRIC FOR DRAINAGE, BOTTOM CLOSED AND THREAD CAP . (j) 4" x 12" PERFORATED PIPE W/ RISER AND BUBBLER AT TOP OF ROOTBALL: SEE IRRIGATION PLANS. @ UNDISTURBED SOIL. @ PLANTING TABLETS. @ BROWN TRUNK HEIGHT SEE PLANT I NG LEGEND. NOTE: SEE SPECS. FOR PLANTING PROCEDURES, TRUNK & ROOT BALL REQUIREMENTS. CONTRACTOR SHALL EXTEND SAND TO SURFACE AND SETTLE IN W/ WATER; DO NOT CAP W/ NATIVE SOIL OR PLANTER MIX. MAINTAIN GROUNDCOVER 12" (MIN.) CLEAR FROM TRUNK TREE TRUNKS TO BE PLUMB. TRUNK HEIGHTS TO MATCH WITHIN + /-12". 6 M02901-05 L-1001 SEE LEGEND 1' ?'-7'-,------; 2 LEGEND CD SET PLANT IN TRIANGULAR ROWS AT SPECIFIED SPACING. (l) CROSS RIP, ROTO-TILL AND AMEND ALL PLANTING AREAS. @ UNDISTURBED SOIL. © 3" MULCH LAYER. GROUND COVER PLANTING Scale: no scale M02901-06 SEE LEGEND I' LEGEND 2x DIAMETER ROOTBALL SET PLANT IN TRIANGULAR ROWS AT SPECIFIED SPACING. EXISTING SUBGRADE. 3" MULCH LAYER. > 2x DIAMETER ROOTBALL © EXCAVATE SOIL, REPLACE AND HAND TAMP. @ PLANTING TABLETS. @ AMENDED BACKFILL SOIL. SHRUB/GROUND COVER ON SLOPE Scale: no scale M02901-07 3 L-1001 4 L-1001 z ('.) _J <( • ,--------1 1 LEGEND ----12 CD PLANT LOCATION. (l) EDGE OF PLANTER OR PAVING. NOTE: SEE PLANTING SCHEDULE FOR SPACING OF ALL SHRUBS AND GROUND COVERS. TRIANGULAR SHRUB/G.C. SPACING Scale: no scale SECTION LEGEND 2x DIAMETER OF ROOTBALL M02901-01 .,,,---\ 1 ,--12 ,----( 4 8 CD CONTAINER PLANT. ® PLANTING TABLETS. (l) WATER BASIN, 2" MIN. DEPTH @ AMENDED BACKFILL SOIL. r-5\ ABOVE ADJACENT GRADE. (J) UNDISTURBED SOIL. ~ 3" MULCH LAYER. fA\ @ EXCAVATE SOIL, REPLACE ~ FINISH GRADE. AND HAND TAMP. NOTE: SET TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE. SHRUB PLANTING Scale: no scale M02901-02 1 L-1001 w , L-1001 c; u ...J ...J -(/) a, w 0 I-t;:j 0 -N Z wm ::::, :::E 0:: <( 1--:::E C/l z Ct'. 0 WO u 1-u... Z::J w ~c'.3 Lo.. ...J _J 0 c.., 0 <( z v~ -Ol _J ::::, ~ Ct'. z c'.3 I-z 0 (.) v 0 --..... N N --..... ~~ i"i~ (/) _J -< 1-w 0 c:., z -1-z :3 Cl. z 3: 0 :c (fl ~~ < ci E-< c( u:i l}l 0~ u c( u :s ~ 0 .;,:.o, t; 0 ;~ L-1001 fsHml CITY OF CARLSBAD I SHEETS I t---+--+--------------t---lr---l,__-t-----l ~ PLANNING DEPARTMENT 25 t---+---+--------------t---lr---l~-t-----1 r 1)5.. __ . 9-30-07 OF C APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE __ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE t---+--+--------------t---lr---l--t-----1 LANDSCAPE PLANS FOR: DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL II ! i DATE INITIAL CITY APPROVAL CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE 3 DWN BY: __ PROJECT NO. CHKD BY:__ CT92-08 RVIJD BY, DATE DRAWING NO. 349-3S lO 0 '-... 0 '-... OJ 0 w ~ g 0... PARTIAL PLANTING / SOIL SPECIFICATION (REFER TO BOOK SPECS FOR COMPLETE INFORMATION) PART 1 -GENERAL 1.05 QUALITY CONTROL A. TAKE REPRESENTATIVE SOIL SAMPLES FROM AREAS AS IDENTIFIED BY LANDSCAPE ARCHITECT. B. SOIL SAMPLES SHALL BE TESTED FOR PH, ALKALINITY, TOTAL SOLUBLE SALTS, POROSITY, SODIUM CONTENT, ORGANIC MATTER AND SOIL PREPARATION RECOMMENDATIONS. D. UPON EXECUTION OF THE ORDER, THE OWNER HAS THE OPTION OF EITHER INSPECTING THE PLANT MATERIAL AT THE SOURCE OF GROWTH, REQUESTING REPRESENTATIVE COLOR PHOTOS, OR INSPECTING THE MATERIAL AS IT IS BEING DELIVERED TO THE SITE FOR CONFORMITY TO THE DRAWINGS AND SPECIFICATIONS. SUCH APPROVALS SHALL NOT IMPAIR THE RIGHT OF ADDITIONAL INSPECTIONS DURING FURTHER PROGRESS OF THE WORK. 1.07 SUBMITTALS A. THE CONTRACTOR SHALL SUBMIT NO LATER THAN 30 DAYS AFTER THE AWARD OF CONTRACT (2) BOUND BOOKLETS CONTAINING THE FOLLOWING LANDSCAPE INFORMATION: 1. LIST OF ALL PROPOSED LANDSCAPE MATERIALS INDICATED BY DESCRIPTION, MANUFACTURER AND MODEL NUMBER. INCLUDE CATALOG CUTS OF ALL ITEMS. 2. LIST OF ALL TREES INDICATED BY BOTANICAL NAME, COMMON NAME, QUANTITY, SIZE, NURSERY AND LOCATION AND ANY SPECIFIC REMARKS, I.E. "UNABLE TO LOCATE", "PHOTO SUBMITTED", ETC. THE TREE LIST IS TO BE ACCOMPANIED WITH COLOR PHOTOGRAPHS OF EACH TREE TYPE AND SIZE WITH SPECIFICATIONS, I.E. HEIGHT, SPREAD AND CALIPER. INCLUDE A PERSON IN EACH PHOTOGRAPH FOR SCALE PURPOSES. 3. SOIL ANALYSIS AND RECOMMENDATIONS AS MENTIONED BELOW. 4. LIST OF ALL SHRUBS, VINES AND GROUND COVERS INDICATED BY BOTANICAL NAME, COMMON NAME, SIZE, NURSERY AND LOCATION AND SPECIFIC REMARKS, I.E. "UNABLE TO LOCATE", "PHOTO SUBMITTED", ETC. 5. SOIL AMENDMENT RECEIPTS CONTAINING ANALYTICAL DATA AND PHYSICAL SAMPLES OF ALL SPECIFIED AMENDMENTS. 6. RECEIPTS FROM THE SOIL SUPPLIER OF ALL SOIL MIXES SPECIFIED IN THIS SECTION. B. THE CONTRACTOR SHALL SUBMIT NO LATER THAN 30 DAYS AFTER THE AWARD OF CONTRACT THE FOLLOWING PHYSICAL SAMPLES SENT TO THE OWNER AND CITY INSPECTOR IN PLASTIC BAGS FOR APPROVAL PRIOR TO INSTALLATION: 1. SHREDDED BARK MULCH. 5. NITROLIZED WHITE FIR BARK. 2. CERTIFICATES 6. TURF GROWER CERTIFICATION 3. TURF SPECIES AND LOCATION OF FIELD FROM WHERE THE SOD WILL BE CUT. 4. COMPLIANCE WITH STATE OF CALIFORNIA AND FEDERAL QUARANTINE RESTRICTIONS. PART 2 -PRODUCTS 2.05 PLANT MATERIAL I. TURF SOD 1. TURF SOD TO BE "MEDALLION DWARF" AS SUPPLIED BY PACIFIC SOD (800)726-3027, OR APPROVED EQUAL. 2.06 AUXILIARY ACCESSORIES A. TREE STAKES -WOOD STAKES -2" DIAMETER BY 1 D FEET LODGEPOLE PINE STAKE WITHOUT SPLITS OR BOWING. REFER TO THE DRAWINGS FOR WHICH TREES RECEIVE WOOD STAKES. B. TREE TIES -WONDER TREE-TIE AS DISTRIBUTED BY HYDRO-SCAPE PRODUCTS, INC. (714)639-1850, OR APPROVED EQUAL. C. TREE GUYING HARDWARE GUY WIRE -#9 GAGE, GALVANIZED TWISTED WIRE -CLEAR PLASTIC COATED. DEADMAN -DUCKBILL EARTH ANCHORING SYSTEM, MODEL #68-DB1, OR EQUAL. HOSE -3/4" REINFORCED BLACK RUBBER GARDEN HOSE. WARNING GUY WIRE TUBE -5' LONG X 1 /2" DIA. WHITE CLASS 315 PVC PIPE. TURNBUCKLES -6" LONG, GALVANIZED EYE/HOOK TYPE. WIRE CLAMPS -3/4" GALVANIZED "U" CLAMPS. E. NITROLIZED WHITE FIR BARK AS SUPPLIED BY SEQUOIA HORTICULTURAL PRODUCTS (209)591-1177 OR PACIFIC FOREST PRODUCTS (805)248-6431, OR APPROVED EQUAL. F. SHREDDED BARK MULCH SHALL BE "FOREST FLOOR" (2-INCH MINUS) BARK MULCH, MANUFACTURED AND SUPPLIED AQUINAGA FERTILIZER COMPANY, INC. 7992 IRVINE BLVD., IRVINE, CA, (714) 786-9558 OR EQUIVALENT. CONTRACTOR SHALL SUBMIT SAMPLE. G. GEOTEXTILE SOIL SEPARATOR -MIRAFI 700X GEOTEXTILE SOIL SEPARATOR AS MANUFACTURED BY MIRAFI, INC. (800) 869-8905, OR APPROVED EQUAL. M. TREE ROOT BARRIERS -TREE ROOT BARRIERS AS SUPPLIED BY DEEP ROOT CORPORATION (CATALOG #UB 24-2) OR ROOT SOLUTIONS ROOT GUIDE BARRIER BY ROOT SOLUTIONS, INC. ( 415)434-3072, OR APPROVED EQUAL. N. ROOT CONTROL GEOTEXTILE FABRIC -CHEMICALLY-TREATED GEOTEXTILE FABRIC CONTAINING CONTROLLED-RELEASE NODULES OF TRIFLURALIN. GEOTEXTILE FABRIC TO BE PLACED IN 5' SQUARE SHEETS OVER EACH SUB-SURFACE PLANTER DRAIN TO INHIBIT THE INTRUSION OF PLANT ROOTS. GEOTEXTILE FABRIC TO BE BIOBARRIER BY TYPAR 1-800-352-6776, OR EQUAL. 0. WEED BARRIER FABRIC -PERMEABLE FABRIC ''lYPAR" AS MANUFACTURED BY REEMAY. PART 3 -EXECUTION 3.01 RENOVATION AND PREPARATION OF EXISTING SOIL A. CONTRACTOR SHALL PREPARE HORTICULTURAL SOIL SAMPLES TAKEN IN (1 SELECTED LOCATION FOR INITIAL HORTICULTURAL ANALYSIS AND SOIL AMENDMENT RECOMMENDATIONS: SOIL SAMPLE #1: FROM FUTURE PLANTING AREA ADJACENT TO NORTHWEST END OF ACCESS ROAD. B. CONTRACTOR SHALL PERFORM SOIL RENOVATION PROCEDURES AS REQUIRED BY SOILS REPORT PREPARED BY "SOILS AND PLANT LABORATORIES". IF LESS FERTILIZER IS REQUIRED, SUBJECT TO OWNER APPROVAL FOR REDUCTION. IN ADDITION TO THE OWNER, PROVIDE FINAL AMENDING RECOMMENDATION AND SOILS ANALYSIS TO CITY INSPECTOR FOR REVIEW AND APPROVAL. 3.06 FINE GRADING OPERATIONS A. INSURE THAT THE TOP 2" OF SOIL IS FREE OF STONES, ROOTS, STUMPS, WIRE, OR OTHER DELETERIOUS MATTER 1" IN DIAMETER AND LARGER. DISPOSE OF DEBRIS OFFSITE. B. ALL PLANTING AREAS TO BE FINE GRADED TO WITHIN 1-1 /2-INCHES OF PAVED AREAS, IRRIGATION VALVE BOXES, CONCRETE MOWSTRIPS AND HEADERBOARDS. C. UPON ACCEPTANCE OF ROUGH GRADE BY THE OWNER AND PRIOR TO BEGINNING PLANTING OPERATIONS, FINISH GRADE ALL PLANTING AREAS, FILL AS NEEDED, REMOVE SURPLUS SOIL, FLOAT AREAS TO A SMOOTH, UNIFORM GRADE TO ELEVATIONS AS INDICATED ON THE DRAWINGS. OBTAIN THE OWNER APPROVAL OF THE FINE GRADING PRIOR TO COMMENCING PLANTING OPERATIONS. 3.07 SURFACE DRAINAGE OF PLANTING AREAS THE CONTRACTOR SHALL BEAR FINAL RESPONSIBILITY FOR PROPERLY DRAINING ALL PLANTING AREAS. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS, OBSTRUCTIONS ON THE SITE, OR PRIOR WORK DONE BY ANOTHER CONTRACTOR, WHICH THE CONTRACTOR FEELS PRECLUDES ESTABLISHING PROPER DRAINAGE, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER FOR CORRECTION OR RELIEF OF SAID RESPONSIBILITY. THE CONTRACTOR IS TO INSURE PROPER DRAINAGE OF ALL PLANTING AREAS AT A MINIMUM OF 2%. 3.08 SOIL PREPARATION (BASE BID PRIOR TO SEPARATE TESTING) A. AFTER FINISH GRADES FOR ALL LANDSCAPED AREAS HAVE BEEN ESTABLISHED AND APPROVED BY THE OWNER PERFORM THE FOLLOWING OPERATIONS: B. CROSS-RIP ALL AREA TO A DEPTH OF 9". C. SPREAD ORGANIC AMENDMENTS UNIFORMLY ON THE SURFACE OF THE SOIL AND CULTIVATE THOROUGHLY INTO THE TOP 4-6 INCHES IN A MINIMUM OF TWO DIRECTIONS WITH A MECHANICAL ROTOTILLER. D. THE FOLLOWING SOIL AMENDMENTS AND FERTILIZERS ARE TO BE USED FOR BID PURPOSES ONLY. SPECIFIC AMENDMENT RECOMMENDATIONS WILL BE MADE AFTER HORTICULTURAL SOIL SAMPLES ARE TAKEN AND PAID FOR BY THE CONTRACTOR, ANALYZED AND APPROVED BY THE CITY INSPECTOR AND OWNER. APPLICATION RATES PER 1,000 SQUARE FEET SHALL BE AS FOLLOWS: NITROLIZED FIR BARK -6 CU. YDS. PLANTING FERTILIZER -200 LBS. OF GRO-POWER PLUS. AGRICULTURAL GYPSUM -100 LBS. SOIL SULFUR -20 LBS. E. AFTER APPLYING SOIL AMENDMENTS AND PRIOR TO PLANTING, IRRIGATE WITH OVERHEAD IRRIGATION SO THAT A MINIMUM OF 1-3 INCHES OF GOOD QUALITY WATER PASSES THROUGH THE SOIL PROFILE. 3.09 BACKFILL MIX FOR SHRUBS AND TREES A. THE FOLLOWING BACKFILL MIX IS FOR BID PRICE BASIS ONLY. FINAL BACKFILL RECOMMENDATIONS WILL BE MADE ONLY AFTER ROUGH AND FINE GRADING OPERATIONS ARE COMPLETED AND HORTICULTURAL SOIL TESTING HAS BEEN PERFORMED AND PAID FOR BY THE CONTRACTOR AND APPROVED BY THE CITY INSPECTOR AND OWNER. 7 PARTS BY VOLUME ON-SITE SOIL. 3 PARTS BY VOLUME NITROLIZED STABILIZED FIR BARK. 2 LBS. IRON SULFATE PER CUBIC YARD OF MIX. 18 LBS. OF GRO-POWER PLUS PER CUBIC YARD OF MIX. PLANTING TABLETS -QUANTITY BASED ON SIZE OF PLANT. B. THOROUGHLY BLEND THE BACKFILL MIX PRIOR TO PLACEMENT. C. DO NOT APPLY IRON SULFATE OVER PAVED MATERIALS. SEVERE STAINING IS LIKELY TO OCCUR. F. PLACEMENT OF PLANT TABLETS 1. PRIOR TO PLANTING, PLACE THE REQ'D AMOUNT OF PLANTING TABLETS PER PLANT SIZE ON TOP OF EACH ROOT BALL WHILE STILL IN THEIR CONTAINERS SO THAT THE OWNER CAN EASILY VERIFY THEIR EXISTENCE AND QUANTITY. 2. AFTER OBTAINING APPROVAL BY THE OWNER ON PLANT TABLET QUANTITY AND AFTER WATER HAS COMPLETELY DRAINED FROM THE PLANT PIT, ADD PLANT TABLETS TO THE PLANTING PITS IN THE FOLLOWING QUANTITIES: 1 GALLON OR LESS -1 TABLET 5 GALLON -3 TABLETS 15 GALLON -5 TABLETS 24" BOX -5 TABLETS 36" BOX -6 TABLETS 48" BOX -8 TABLETS 60" BOX -11 TABLETS 72" BOX -13 TABLETS 3. DIG PLANTING PIT TO THE RECOMMENDED DEPTH. 4. BACKFILL THE PLANT PIT TO ATTAIN THE PROPER LEVEL FOR THE PLANT. 5. PLACE THE SPECIFIED AMOUNT OF PLANT TABLETS BETWEEN THE BOTTOM OF THE ROOTBALL BUT NOT HIGHER THAN 1 /3 OF THE WAY UP THE ROOTBALL. SPACE THE PLANT TABLETS EQUALLY AROUND THE PERIMETER OF THE ROOTBALL APPROX. 2" FROM THE MASS. 6. FINISH BACKFILLING OF THE PLANTING PIT BY TAMPING THE SOIL FIRMLY AROUND THE ROOTBALL AND WATERING THOROUGHLY. G. FINAL BACKFILLING 1. ONCE THE WATER HAS SOAKED IN THOROUGHLY, PLACE THE REMAINING BACKFILL AND TAMP FIRMLY. 2. AFTER FINAL BACKFILLING, CONSTRUCT AN EARTHEN BASIN AROUND THE BASE OF EACH PLANT WITH BACKFILL MIX SUFFICIENT TO HOLD WATER FOR THE FOLLOWING PLANT SIZES: 1 GALLON -2-INCHES OF WATER. 5 GALLON THROUGH 24" BOX -3-INCHES OF WATER. 36" BOX AND LARGER -4-INCHES OF WATER. 3. REMOVE BASINS IN ALL TURF AREAS BUT NOT BEFORE THE IRRIGATION SYSTEM IS OPERATIONAL. I. GROUND COVER PLANTING 1. GROUND COVER FLATS SHALL CONTAIN SUFFICIENT MOISTURE TO REDUCE SOIL SEPARATION WHEN LIFTING OUT THE PLANTS. 2. PLANT GROUND COVERS IN A STRAIGHT ROWS, EVENLY, TRIANGULAR SPACED, AND AT AN ON-CENTER SPACING AS INDICATED ON THE DRAWINGS. 3. EACH ROOTED GROUNDCOVER PLANT SHALL BE PLANTED WITH ITS PROPORTIONAL AMOUNT OF SOIL. 4. APPLY A 3-INCH LAYER OF WOOD MULCH PER MANUAL AT THE COMPLETION OF PLANTING. J. FINE GRADING AND ROLLING 1. CAREFULLY SMOOTH OUT ALL SURFACE IRREGULARITIES THAT WILL BE RECEIVING SOD. ROLL THE AREA TO EXPOSE SOIL DEPRESSIONS AND REGRADE AS NECESSARY. K. FERTILIZING 1. SPREAD AND RAKE IN LIGHTLY, FERTILIZER ONTO THE SOIL SURFACE EVENLY AT THE RATE OF (1) POUND PER 100 SQUARE FEET OF SOD AREA. 3.18 WOOD MULCH INSTALLATION A. SPREAD A 3" DEEP LAYER OF SHREDDED BARK MULCH IN ALL LANDSCAPED AREAS OTHER THAN TURF OR HYDROSEED AREAS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE___ EXP. __ _ REVIEWED BY: INSPECTOR I DATE DATE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES OR STRUCTURES. 2. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION PRIOR TO BEGINNING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 4. REFER TO THE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS AND EXECUTION. 5. ALL TREES SHALL BE TAGGED BY THE OWNER AT A NURSERY SELECTED BY THE CONTRACTOR OR AT THE DISCRETION OF OWNER. 6. IF CONFLICTS ARISE BETWEEN THE ACTUAL SIZE OF AREAS ON THE SITE AND THE DRAWINGS, CONTACT THE OWNER FOR RESOLUTION. 7. GROUND COVERS AND SHRUBS ARE TO BE TRIANGULARLY SPACED UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 8. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM, UNLESS NOTED OTHERWISE ON THE PLANTING PLAN. 9. ALL SHRUB AND GROUND COVER AREAS (EXCLUDING TURF AREAS) ARE TO BE MULCHED WITH 3" THICK LAYER OF MULCH. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY ON SITE. REFER TO THE SPECIFICATIONS FOR TYPE OF MATERIAL AND SIZE. 10. THE CONTRACTOR SHALL HAVE SOIL SAMPLES TAKEN OF EACH SHIPMENT OF IMPORT SOIL TO THE SITE. THE SAMPLES SHALL BE TESTED BY A QUALIFIED SOILS TESTING LABORATORY (PRE-APPROVED BY THE CITY) FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY, N-P-K, pH, EC, SOIL TEXTURE (SILT, CLAY, SAND) AND SOIL PREPARATION RECOMMENDATIONS. EACH SOIL SAMPLE SHALL CONTAIN APPROXIMATELY ONE (10 QUART OF SOIL. THE CONTRACTOR MAY BE REQUESTED TO AMEND THE SOIL TO CONFORM TO THESE RECOMMENDATIONS. ANY AMENDMENT HOWEVER, WOULD BE REQUESTED OF THE CONTRATOR ONLY UPON WRITTEN RECEIPT OF CHANGE ORDER FROM THE OWNER. 11. REFER TO THE PLANTING LEGEND FOR SPECIFIC TREE STAKING AND GUYING REQUIREMENTS. 12. PLANT QUANTITIES LABELED ON ALL PLANS ARE FOR IN-HOUSE REFERENCE PURPOSE ONLY. THE PLANT SPACING SHOWN ON THE PLANTING LEGEND SHALL TAKE PRECEDENCE DURING BIDDING AND CONSTRUCTION PHASES. THE ONUS IS UPON THE CONTRACTOR TO CALCULATE FINAL PLANT QUANTITIES. 13. ALL TREES WITHIN 5' OF PUBLIC SIDEWALKS, PAVING, AND/OR STRUCTURES SHALL HAVE ROOT BARRIERS. PER CITY OF CARLSBAD LANDSCAPE MANUAL, PROVIDE EROSION CONTROL/SLOPE REVEGETATION AS FOLLOWS: 14. ALL SLOPES OVER 8' IN VERTICAL HEIGHT MUST HAVE: a) STANDARD #1 -COVER CROP/JUTE MEST (100% COVERAGE) b) STANDARD #2 -GROUND COVER, MINIMUM FLATTED SIZE (100% COVERAGE) c) STANDARD #3 -LOW SPREADING SHRUBS FROM MINIMUM 2 1/4" LINERE (70% COVERAGE) d) STANDARD #4 -TREES AND LARGE SHRUBS FROM MINIMUM 1 GALLON ( 1 /2000 SQUARE FEET) 15. SLOPES BETWEEN 4' AND 8' VERTICAL HEIGHT MUST HAVE STANDARD #1, #2, AND #3 ABOVE. 16. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANTS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. GENERAL PLANTING NOTES Scale: N.T.S. N.T.S. u ...J ...J -Ill w CJ) 0 I-t;j ?;l z Wa, ::, ::E g: <l'. ::E C/l z CY 0 WO <c:i u f-L,,_ c..... .,,,. z ....J C"'"' .... .,,,. .,,,. r"' [DC/) ~ c3u o ~ _J....J•u-ce D (.) ,.. 0 <l'. '-' vCD < z a,C/l ,..;l ~ ~~ 1-z 0 u (/) LaJ .... 0 z C) z .... z :5 a_ L-1002 [SHEfil CITY OF CARLSBAD I SHEETS I l---+---,f---------------t---+---t--+---1 ~ PLANNING DEPARTMENT 25 i-----1-----11------------------i-----t--+----t 1---+----,,---------------+---+---t--+---1 LANDSCAPE PLANS FOR: DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL II DATE INITIAL CITY APPROVAL CARLSBAD TRACT 92-08 APARTMENT D & CENTRAL PLANT CT 92-0 GREEN VALLEY -PHASE .3 OWN BY: __ _ CHKD BY: __ RV'w'D BY• PROJECT NO. CT92-08 DRA~NG NO. 349-3S LO 0 ........._ 0 '-... c:o 0 .. . .L.i ~ 0 l-o _J 11..