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DWG 540-7L; SDP 2021-0029; IONIS LOTS 21 AND 22; 01-38
VICINITY CITY OF OCEANSIDE IIIGIIWAY '8 PACIRC OCEAN MAP LOCATION MAP ~f-PROJECT LOCATION CI\Pl!Ma■ IUS\1111£ ~ 7/'IOl'IIIII ~I!( OF VISTA NOT 10 SCAI£ - LOOP 11\TEST, CITY OF CARLSBAD NOTES DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. CARLSBAD, CA 92010 INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF "FINAL LANDSCAPE CERTIFICATION FORM" EMAIL TO: BPOOUGMOREDESIGNSTUDIO.COM MY RESPONSIBILITIES FOR PROJECT DESIGN. LANDSCAPE INSPECTION REQUEST PHONE LINE: 76D-436-7327 THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. PHONE NO: ( ...fil.L) __,6"'8"-1--'0"'0'-"9"'0 ____ _ REGISTRATION NO: 5116 EXPIRATION DATE: ____ .,,_03""/'-"3'-'-1,._/2..,0.,.2.,5_ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BYC6k=fa ( £V47"C' to/8 {z "} SIGNED UNDER PENAL TY OF PERJURY PHONE NO: ( ___§_lL) ___,6'-"8"-1 -_O,,.,Oc:9c.::O ____ _ REGISTRATION NO: _ __,5'-'1_,_,16,:.._____ EXP/RATION DA TE: _____ 0_3~/_3~1 /~2_0_2_5_ BACKFLOW PREVENTER TESTING: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE WATER DISTRICT. CALL (760) 438-2722 TO OBTAIN APPROVED CONTRACT BACKFLOW TESTERS. PIPE BETWEEN THt Mi:'.TER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER." LEGAL DESCRIPTION: LOTS 21 & 22 OF CARLSBAD TRACT NO. 97-13-03, CARLSBAD OAK NORTH PHASE 3, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 16145, RECORDED AS DOCUMENT 2016-7000438, SPECIFIC PLAN, SP211, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 13, 2016. PARCEL A: LOT 25 OF CARLSBAD TRACT NO. 97-13-03; CARLSBAD OAK NORTH PHASE 3, ACCORDING TO MAP THEREOF NO. 16145, RECORDED AS DOCUMENT 2016-7000438, SPECIFIC PLAN, SP211. PARCEL B: PARCEL "A" OF CERTIFICATE OF COMPLIANCE NO. ADJ 09-05 RECORDED JANUARY 19, 2010 AS INSTRUMENT NO. 2010-0024854 OF OFFICIAL RECORDS. SIGNAGE: ALL PROJECT SIGNAGE AND MONUMENTS SHALL REQUIRE A SEPARATE PERMIT UNDER THE CITY OF CARLSBAD SIGNAGE REVIEW PROCESS. DI PRIOR TO BEGINNING LANDSCAPE WORK: THE CONTRACTOR SHALL CONTACT THE DESIGNER OF WORK PRIOR TO BEGINNING LANDSCAPE WORK AND THE DESIGNER OF WORK SHALL REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRADE) FROM INVASIVE PLANT GROWTH AND ROOTS. BUILDING PERMIT: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTION OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. PRIOR OCCUPANCY AND SECURITY RELEASE: THE LANDSCAPE ARCHITECT OF WORK SHALL REVIEW AND INSPECT THE PROJECT AND PROVIDE A CERTIFICATION LETTER, IRRIGATION SCHEDULE, LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE AS REQUIRED BY THE CITY WATER ORDINANCE. PRIOR TO SECURITY RELEASE: IRRIGATION AS-BUILT PLANS ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL BE REQUIRED BY THE ENGINEERING AND PLANNING DIVISIONS. THE FINAL PLANS SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM DIMENSIONS PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTER CLEARLY TO THE SATISFACTION OF THE CITY, AND THE FINAL PLANS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY TliE CITY PRIOR TO RELEASE OF SECURITIES. DRAWING REFERENCES: EXISTING R.O. W. AND SLOPES -CARLSBAD OAKS NORTH PHASE 1 PRECISE GRADING PLANS RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST Tl/VO DAYS BEFORE YOU DIG ~,;OS CA Pt ~ \,, \..~UGER$ .., ,f4'_ 4'4'+ .. sf Cl'o/ !~ "'~ ~ -< 03a1~ ilf R~ lit. "',-6~_¾--,,,. ~~ DATE INITIAL DWG 415-9N DWG 540-7A DRAWING INDEX: SHEET# SHEET NAME 1 L1.0 LANDSCAPE TITLE SHEET 2 L1.1 HARDSCAPE MATERIALS PLAN 3 L1.1A HARDSCAPE LAYOUT PLAN 4 L1.2 HARDSCAPE MATERIALS PLAN 5 L1.2A HARDSCAPE LAYOUT PLAN 6 L1.3 HARDSCAPE MATERIALS PLAN 7 L1.3A HARDSCAPE LAYOUT PLAN 8 L1.4 HARDSCAPE MATERIALS PLAN 9 L1.4A HARDSCAPE LAYOUT PLAN 10 L1.5 HARDSCAPE LEGEND 11 L1.6 HARDSCAPE DETAILS 12 L1.7 HARDSCAPE DETAILS 13 L 1.8 HARDSCAPE DETAILS 14 L1.9 HARDSCAPE DETAILS 15 L2.0 IRRIGATION COVER SHEET 16 L2.1A IRRIGATION PLAN 17 L2.1B IRRIGATION PLAN 18 L2.1C IRRIGATION PLAN 19 L2.1D IRRIGATION PLAN 20 L2.2 IRRIGATION LEGEND AND NOTES 21 L2.3 IRRIGATION CALCULATIONS 22 L2.4 IRRIGATION DETAILS 23 L2.5 IRRIGATION DETAILS 24 L2.6 IRRIGATION DETAILS 25 L2.7 IRRIGATION DETAILS 26 L3.0 EXISTING TREE PLAN 27 L3.1 PLANTING PLAN 28 L3.2 PLANTING PLAN 29 L3.3 PLANTING PLAN 30 L3.4 PLANTING PLAN 31 L3.5 PLANTING LEGEND & NOTES 32 L3.6 PLANTING DETAILS 33 L3.7 PLANTING DETAILS 34 L3.8 SLOPE REVEGETATION PLAN 35 L3.9 MAINTENANCE RESPONSIBILITY PLAN 36 L3.10 WATER CONSERVATION PLAN 37 L3.11 FIRE PROTECTION PLAN 37 TOTAL SHEETS DA1E INITIAL DA1E INITIAL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA <° or cA~1~" REVISION DESCRIPTION DESIGNER OF WORK OTHER APPROVAL CITY APPROVAL Expiration Date: ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street. MountainView. CA 94043 650-943-16(,0 --·""-'"'"""•-. ,._., ____ , ,_,_,,.,-~---·-------·--·-····-·-----------·-"··--~- 201 Ftlbert Street, lrd F1001~.San-Francisto. CA 9413:3 415-477-2700 ~5 >Q_Hfth A~enu~,Suite_ I 15, s,~:Die~~;c.0.::92101 · --------61-9~85:3990 I 720 8th Street..Sacramento, CA 9581 I 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. /I AS BUIL T11 RCE EXP. DATE REVIE'w'ED BY, INSPECTOR DATE 1 sH,ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: JONIS- LOTS 21 ND 2R LI .0 LANDSCAPE TITLE SHEET I APPROVED: ~ ,i('4j., . eokl,1 PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-002! 540-?L RVWD BY: I I . / _,.,.-/\~ \ - / / \\ \\\ \ \ Cl'\1111■111'111\1111.E ~ 7/JIIIIIIII ':' V \' \I ·:, /; :~:,::~~1::;✓;:;t J l~""'i~v~<;" <7 \' S:· ,-, ? V ,, r <7 ,y V <7 </ V '1 SJ\· c;_: ,. 7 - • , 'Y'C/<;·'Ti't' ~' \7 <7•.70-. -, " -0" ,·.- NOTES J TYP OF (5) 6 TYP OF (6) 1. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OTHERS AND SHOWN FOR REFERENCE ONLY. 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. ALL PAVEMENT, CURBS AND WALLS WITHIN 5 FEET OF A TREE SHALL BE LINED WITH ROOT BARRIER PER PLANTING PLANS AND SPECIFICATIONS. 7 PARKING STRUCTURE NEW BUILDING --------------- KEY MAP \PA OUTDOOR EA TING/ GATHERING AREAS (2 LEVELS AT 613 SF EACH, 1,226 SF TOTAL) I I I l 1· ·,/ • -------r 20· 1 o· o· 20' IJA1E INITIAL DESIGNER OF WORK PARTIAL HARDSCAPE LEGEND SEE SHEET L1 .5 FOR FULL LEGEND SYMBOL HARDSCAPE PAVING VEH PED 1rnni rn1 CONCRETE PAVING TYPE 1 h::;.~~~'.l I >:;: =::I CONCRETE PAVING TYPE 2 CONCRETE PAVING TYPE 3 CONCRETE PAVING TYPE 4 UNIT PAVING TRUNCATED DOME PAVERS ~ STABILIZED DECOMPOSED GRANITE ~• \." ,;· 'v" V V VV<'"✓ ·/;; '-' ·-e V ;; V V SYMBOL SYMBOL 0 0 0 SYMBOL SYMBOL 0 0 0 0 0 0 0 0 [!] 0 SYMBOL ASPHALT PER CIVIL PAVING JOINT ROCK MULCH / BOULDERS ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS EDGING/ CURBS/ WALLS/ STAIRS STEEL EDGING BUil T-IN SEA TING CONCRETE STAIRS WITH HANDRAILS SITE STRUCTURES / FURNISHINGS SHADE STRUCTURE -TYPE A SHADE STRUCTURE -TYPE B PLANTER POT ROOFTOP PLANTER FENCE BICYCLE RACK EXISTING / FOR REFERENCE ADA CURB RAMP PER CIVIL ROLLED CURB PER CIVIL BIORETENTION BASIN PER CIVIL SCREEN WALL PER ARCHITECT RETAINING WALL PER CIVIL PEDESTRIAN BRIDGE PER ARCHITECT CONCRETE BROW DITCH PER CIVIL GREENSCREEN PER ARCHITECT TRANSFORMER PER ELECTRICAL EXISTING CONCRETE BROW DITCH PLAN GRAPHICS PROPERTY LINE DA1E INITIAL REVISION DESCRIPTION OTHER APPROVAL DETAIL @eu w~ ~ @ PER CIVIL @w ~ DETAIL DETAIL DETAIL @~ w~ ~(3\ (3\~ ~ G~~ ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street,, Mountain View, CA 94043 201.Filbert.Stree~ 3rd Fio~r,~an Franclsco,CA94 I 33 25S0Fifth Avenue, .Suite .. 1 l S,!an Die~o, CA 92103 .. 1720 $th Street. Sacramento, CA 9581 I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650.943-1660 415-477-2700 619-685-399() 916-441-6800 SPURLOCK CH FOR APPROVED PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY, INSPECTOR DATE I S2ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- LOTS21ND22 LI.I HARDSCAPE MATERIALS PLAN I APPROVED: J3:_ 1-J<t:-;z:_: t.PM/24 .PLANNING DA1E INITIAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO, DRAWING NO. LPC2023-0001 & SDP2021-0029 54 0-7 L Q'Pl,1111111111\11111 ~ 7/ISl/llll& _.1:/ __ ,,,,,,· ~ .... \ ~/----/ ,✓ // ,/ '\ \\ \\ PARKING STRUCTURE NEW BUILDING -PAVING JOINTS TO ALIGN WITH BUILDING MULLIONS, TYP. THIS AREA I I I I I I I I I I LAYOUT LEGEND SYMBOL ITEM DETAIL DESCRIPTION EJ EXPANSION JOINT @@ 3/8" EXPANSION JOINT SAWCUT JOINT 1 /8" SAWCUT JOINT L1.6 EQ EQUAL f\ ALIGN NOTES 1. SEE SHEETS L1 .1, L1 .2, L1 .3 AND L1 .4 FOR HARDSCAPE MATERIALS. 2. REFER TO CIVIL PLANS FOR TOP OF WALL & FINISH SURFACE ELEVATIONS. 3. THIS PLAN IS FOR THE LAYOUT OF PAVING JOINTS ONLY. CIVIL TO PROVIDE CONTRACTOR DIGITAL FILES TO COMPLETE CONSTRUCTION STAKING AND HORIZONTAL CONTROL FOR ALL OTHER IMPROVEMENTS. 4. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS, RAMPS AND OTHER VERTICAL APPURTENANCES. ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Mou-nta.i_n View, CA 94043 io I Flfb~;r-St~~~t,I~d:Fioo~ ·s~·;,;-f~~~~i;~~j:A :94Ti3---. . .. ---------- 2550 FifthAvenue,S1nte 1l5,San_Die~0 C_.\;'l2]03 1720 8th Str'eet, Sacrn.mehto, CA 9581 t OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 415-417c2700 6 l 9-685-3990 916A41~800 SPURLOCK -----------------------I r APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 20' 10' o· 20' 11 AS BUIL T11 RCE __ _ EXP, ___ _ DATE REVIE\v'ED BY, INSPECTOR DATE KEY MAP I SH3EET 11 CITY OF CARLSBAD 1----!----+-----------------+---!----+----+-----1 . PLANNING DIVISION 1---+----+-------------------+----+---+---+---f LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- Lors21ND22 LI.IA HARDSCAPE LAYOUT PLAN 1---+---t--------------t----t---i----i----a I ::-,-AP---PR ___ o_vE,-D._· L~=-'4'+('j/~'-fl""""""~-- .PLANNING ~ DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL O'JHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0001 & SDP2021-0029 DRAWING NO. 540-?L '//.',//, . /s,"c, 1 /e;\ •:., '':i:: ·? -'"". " !V'J·.''.'s>V,' 7 's; \i,"-J <; ; f';, ' "!"'? .~• 'C) ';, CJ • ;:;·.· 7 .. •• I I I I I I I I I I 5 TYP OF (2) E TYP ~-OUTDOOR EATING/ GATHERING AREA (3,400 SF) .PA 7 I NEW BUILDING ·~. · .. .·•·~ . ~ ~ . ··•. . . .. •.' ;::,~ . . . · .. ·. ,"!io~ . ·. ·.. . ::::-,:;::;.s •. . . ·. '~ . . . ' ..... . . ·- E . • /! .. // /-' J_ -------------------------------------------· I PARTIAL HARDSCAPE LEGEND SEE SHEET L 1.5 FOR FULL LEGEND SYMBOL ·;· V '.7 7 Si I 17 7? V (/ \7 ,;; -;; VY HARDSCAPE PAVING CONCRETE PA YING TYPE 1 CONCRETE PAVING TYPE 2 CONCRETE PAVING TYPE 3 CONCRETE PAVING TYPE 4 UNIT PAVING TRUNCATED DOME PAYERS STABILIZED DECOMPOSED GRANITE ASPHALT PER CIVIL PAVING JOINT c..,.., .. ,u IUS\'IIIIE ~ 7/fll/llJl8 DETAIL @w {,\~ ~ @ PER CIVIL @w ~ SYMBOL SYMBOL 0 0 0 MA TCHUNE SEE SHEET L 1.4 ROCK MULCH / BOULDERS DETAIL SYMBOL SITE STRUCTURES I FURNISHINGS ROCK MULCH TYPE 1 @ SHADE STRUCTURE TYPE A ROCK MULCH TYPE 2 @ SHADE STRUCTURE -TYPE B BOULDERS © PLANTER POT © ROOFTOP PLANTER EDGING/ CURBS/ WALLS/ STAIRS DETAIL 0 FENCE STEEL EDGING © BICYCLE RACK BUil T-IN SEATING KEY MAP CONCRETE STAIRS WITH HANDRAILS .~~- \ \t->:-'.;,.' '""'""'"""""'r-;;1:-¾2 .· -.·.:'· 1· ' \:' /,, .q I ·-.• \i.1.J~ . I/ '1,,,c"'°"':-~,: ! ' -~;-~=:"'•~( / • ' '· J "~,~ .. . ,.,_', _ _ , ~ '.-_ ' " '' f",.' , ~i{:{::JP,•A .. ' ,, ' '' II •/ "/ ;• • \ j : ,- "' ._, 'J -,-' ' V '7 ,, . DETAIL @@ @@ @ L1.9 7 @ DATE INITIAL DESIGNER OF WORK SYMBOL EXISTING I FOR REFERENCE 0 ADA CURB RAMP PER CIVIL 0 ROLLED CURB PER CIVIL 0 BIORETENTION BASIN PER CIVIL 0 SCREEN WALL PER ARCHITECT 0 RETAINING WALL PER CIVIL 0 PEDESTRIAN BRIDGE PER ARCHITECT 0 CONCRETE BROW DITCH PER CIVIL G GREENSCREEN PER ARCHITECT ~ TRANSFORMER PER ELECTRICAL 0 EXISTING CONCRETE BROW DITCH SYMBOL PLAN GRAPHICS PROPERTY LINE NOTES 1. 2. 3. 4. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. UTILITIES, GRADING, PARKING, SIGNAGE, AND SHOWN FOR REFERENCE ONLY. AND BUILDINGS ARE BY OTHERS NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. ALL PAVEMENT, CURBS AND WALLS WITHIN 5 FEET OF A TREE SHALL BE LINED WITH ROOT BARRIER PER PLANTING PLANS AND SPECIFICATIONS. 20' 10' DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL I/ - I ·.1 o' DATE INITIAL CITY APPROVAL 20' ~ ~11111 DGA planning I architecture [ interiors 550 Ellis Street, Mount•i.n View, CA 94043 ----------------------·------~----------------201 Filbert Street, 3rd Hoor~ San Francisco, CA ·94 l J3 2S50FifthAvenue. Suite. i 1s,sa~Dieg5C:A}2103 I 720 8th Street, Sacramento, CA 958 I I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 .415-477-2700- 619-685-3990 91 6-441 -6800 SPURLOCK PE FOR APPROVED PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" RCE __ _ EXP, ____ _ DATE REVIE\./ED BY• INSPECTOR DATE I SH4ET 11 CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: JONIS- LOTS 21 AID 22 LI .2 HARDSCAPE MATERIALS PLAN I APPROVED: A 1-N ~ PLANNING DWN BY: PROJECT NO, DRAWING NO. CHKD BY: 540-?L RVWD BY: LPC2023-0001 & SDP2021-0029 -, w EJ -, w ' PAVING JOINTS START AT CORNER OF RETAINING WALLS ' I r~ ···•~~ ' '~~' '~ .•·· ~ ··. . .·•, --, . . ... . ~',,, ___ ""' . ' ' ~ ~11111 PAVING JOINT STARTS AT CORNER OF WALL / ,~ . .,_ --~t~~::~<---------- '<:_,.<;, __ ... ·-DGA planning I architecture I interiors "'' ~---~-~,lf----~--,l', ~--if,, ! r-\ , (; ("-c,i •• \_ 10'-5" J~_::_;;~f!=~~~, 10 EQ PAVING JOINT STARTS AT I CORNER OF SEATWALL ' -' I I I I I I I NEW BUILDING J ___________________________________________ _ I LAYOUT LEGEND SYMBOL ITEM DETAIL DESCRIPTION EJ EXPANSION JOINT @@ 3/8" EXPANSION JOINT SAWCUT JOINT 1/8" SAWCUT JOINT L1.6 EQ EQUAL n ALIGN NOTES 1. SEE SHEETS L1.1, L1.2, L1.3 AND L1.4 FOR HARDSCAPE MATERIALS. 2. REFER TO CIVIL PLANS FOR TOP OF WALL & FINISH SURFACE ELEVATIONS. 3. THIS PLAN IS FOR THE LAYOUT OF PAVING JOINTS ONLY. CIVIL TO PROVIDE CONTRACTOR DIGITAL FILES TO COMPLETE CONSTRUCTION STAKING AND HORIZONTAL CONTROL FOR ALL OTHER IMPROVEMENTS. 4. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS, RAMPS AND OTHER VERTICAL APPURTENANCES. Q\PIV•IGI fl.ll\ftl ~ 7/lfJIIOtl MATCHUNE SEE SHEET L 1.4A KEY MAP •, -----. ···<, ___ ~ ·,, ' ·-'--~<··. ·. ' '~- ...• ~~;:,;: ~ ..... "-t ~"-: /'· :;'✓ J --- 20' 10' o· 20' 550 Ellis Street, Moun;ain View, CA 94043 650•943-1660 20-,·-Fttb;rt-st~~~(3rd Floor,.San Fra~;1s~~CA 14-131 ---415-477-2700 ..... ,,, ,,.,., ______ ------------.. ,.-- 2550 Fiftl1twe_nueLS\Jite I IS.San ]);e~<>;C:A_92103. 619:685:399(} 1720 $th Street, Sacramento, CA 958.1 I 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPU.RLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REVIE'v/ED BY1 INSPECTOR DATE l---+----t--------------+---t---,l---+---IISH5EETII . PLANNING DIVISION 1----t----+-----------------+----,t----+--+----1 ;:;LAN:;=;;;:DS;:C;::AP:.;;E;::::;lM:;:;P;:;R;;O;:VE;;;:;M:;E;;N;:T::::;P;:;LAN=.;:;S=F;:O;;R;:::======~ CITY OF CARLSBAD IONIS- Lars 21 AID 22 Ll.2A HARDSCAPE LAYOUT PLAN I APPROVED: _a /1/7~ 1----+---1--------------+---+--11----+---1 ~,,:__'--I-_ &btk} t----t----+-----------------+----,---+--+----1 ::':;P~L':;::AN~N~l:::N:'::G===;-;::========-;:::::===~ DWN BY: ---PROJECT NO. DRAWING NO. DA TE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL CHKD BY: ---LPC2023,0001 & SDP2021,0029 540-7 L L!.R~V~W~D..:B=!.Y~:-===.1 C.\1111 Ill PUl\1111.1 ~ 7./l!0/.11111 ' \ . \ ? ·,; 7 7 ;T <(," 7 V -~-';' ,--; C'/ <' ,,.-V ~' '1 \t V •;• \' ·.; ~-,; " V •:.· .,,. ':/ ·,: s.; \' ,;;_; '1 vv7v·vvv•;r ,. V ~''7'",·;,7yc;v. _ ?C.:\7·",''0"'1<;''C~-vvv,;v9,·;7,, •<cvv-:;--;7vv·;; ~/??V",J 7VV I -----------------------r I NEW BUILDING NOTES 1. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OTHERS AND SHOWN FOR REFERENCE ONLY. 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. ALL PAVEMENT, CURBS AND WALLS WITHIN 5 FEET OF A TREE SHALL BE LINED WITH ROOT BARRIER PER PLANTING PLANS AND SPECIFICATIONS. KEY MAP 20' 10' I TYP o· I I I I /!ii I; . .;I I I I I •••• 20' I PARTIAL HARDSCAPE LEGEND SEE SHEET L 1.5 FOR FULL LEGEND SYMBOL HARDSCAPE PAVING VEH PED ~ CONCRETE PA YING TYPE 1 EIJ CONCRETE PAVING TYPE 2 CONCRETE PAVING TYPE 3 CONCRETE PAVING TYPE 4 UNIT PAVING TRUNCATED DOME PAYERS ty;;'.~\j::;{~::J STABILIZED DECOMPOSED GRANITE ,'.'"""'7'7'.' -, -:, ·::;"' '? V ASPHALT PER CIVIL PAVING JOINT SYMBOL ROCK MULCH / BOULDERS SYMBOL 0 0 0 SYMBOL @ @ 0 0 0 0 SYMBOL 0 0 0 0 [I] 0 0 G [Q GJ SYMBOL ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS EDGING/ CURBS/ WALLS/ STAIRS STEEL EDGING BUILT-IN SEATING CONCRETE STAIRS WITH HANDRAILS SITE STRUCTURES / FURNISHINGS SHADE STRUCTURE TYPE A SHADE STRUCTURE -TYPE B PLANTER POT ROOFTOP PLANTER FENCE BICYCLE RACK EXISTING / FOR REFERENCE ADA CURB RAMP PER CIVIL ROLLED CURB PER CIVIL BIORETENTION BASIN PER CIVIL SCREEN WALL PER ARCHITECT RETAINING WALL PER CIVIL PEDESTRIAN BRIDGE PER ARCHITECT CONCRETE BROW DITCH PER CIVIL GREENSCREEN PER ARCHITECT TRANSFORMER PER ELECTRICAL EXISTING CONCRETE BROW DITCH PLAN GRAPHICS PROPERTY LINE DETAIL @("I\ w~ ~ @ PER CIVIL @w ~ DETAIL DETAIL DETAIL ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 9-4043 ~-----·---------- 201 Fi\bett Street1 3rd .Floor~ San Francisco. CA 94133 .. , .... ,. . .. . . ' . 3~?~ ~ift~_Ave-nue, _Su!te __ ! !.?:. ?_a_':1 __ R!eli<?:,:<;:t -~~J!)__3 I 720 8th Street. Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 415-477-i?00 619-685-3990 916-441-6800 SPURLOCK FOR AND APPROVED PLANTING IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY: INSPECTOR DATE l-----+----+----------+--+----+----t----11 SH6EET II CITY OF CARLSBAD I . PLANNING DIVISIO~ :=LAN::::::D:::S::C:::.AP.::::::::E=I=M==P=Ro=VE:::::M::E=N==T=P=LAN====s :::::F::O::::::R::: =======::::::: /ON/S- LOTS 21 AID 22 L 1.3 HARDSCAPE MATERIALS PLAN 1----+--+-------------+---t---+---+---t I APPROVED:_~ of CC .PLANNING ~ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATI: INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0001 & SDP2021-0029 DRAWING NO. 540-?L Cll-■II IUl\1111.E _...__,_ 7/a/11111 ' -_, \\\ - ., .• '\ ., \\ -- •\ \ '\ \ . /.;_. ------Jllllj[\_.. .... ,,.iiiia -- ~ MA TCHLINE SEE SHEET L 1.1A . .. I -----------------------.- NEW BUILDING ~7 ----~ ' \ ~~~ .. \ ·, j • l 20' I KEY MAP ~110SCAp, ~ \. \.t\lGERS ... "11,1_ q,-:-.~ 3.,07 ~~~ ,'O'...-!i ~ ~ ~ ... 03{]!~ • -~ . ,S' ,r:: 5 " ,. ' ,,/': 11-,!, < OF C~\.1~11 Exolration Dot"'· ------------- 10 0 DATE INITIAL DESIGNER OF WORK 1 I I I 20' I LAYOUT LEGEND SYMBOL EJ EQ ITEM EXPANSION JOINT SAWCUT JOINT EQUAL /\ ALIGN NOTES DETAIL @ru ~ DESCRIPTION 3/8" EXPANSION JOINT 1 /8" SAWCUT JOINT 1. SEE SHEETS L1.1, L1.2, L1.3 AND L1.4 FOR HARDSCAPE MATERIALS. 2. REFER TO CIVIL PLANS FOR TOP OF WALL & FINISH SURFACE ELEVATIONS. 3. THIS PLAN IS FOR THE LAYOUT OF PAVING JOINTS ONLY. CIVIL TO PROVIDE CONTRACTOR DIGITAL FILES TO COMPLETE CONSTRUCTION STAKING AND HORIZONTAL CONTROL FOR ALL OTHER IMPROVEMENTS. 4. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS, RAMPS AND OTHER VERTICAL APPURTENANCES. DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountain View. CA 9'4043 --.. ------------.... ----------------... ----------------- 20 l FHbert Street, 3rd Floor,.San Francisco, CA '94-133 --------. ---------------- 2550 Fifth Avenue, Suite 115, San Oiego,CA 92103 I 720 llth Street Sacramento; CA 958) I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650..943, I 660 415-477-2700 ---. ------------- 619-685-3990 . ---... --------···· 916-441-6800 SPURLOCK L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE EXP, DATE REVIE\.JED BY• INSPECTOR DATE I SH7ET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: /ON/8- LOTS 21 AID 22 LI.JA HARDSCAPE LAYOUT PLAN APPROVED: .,,/-<, d~ . . (;/,¢/2:•, ./// PLANNING u DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-0029 540-?L RVWD BY: MATCHLINE SEE SHEET L 1.2 ., .L I ;/ ---------------------------------------1111111! -----.'- I I I i I 111. - ·1 ' ; ' Ii ·.··.1·•·· ' ' I\ ,. J. , ..• ,' •'>-··.·.. •• '",l r I I I I PARTIAL HARDSCAPE LEGEND SEE SHEET L1 .5 FOR FULL LEGEND SYMBOL VEH PED lllmi1 ~EJ I 'C ';J ·;;, \7 'J 'V V ,; \' - 7V7'/?·~· SYMBOL HARDSCAPE PAVING CONCRETE PAVING TYPE 1 CONCRETE PAVING TYPE 2 CONCRETE PAVING TYPE 3 CONCRETE PAVING TYPE 4 UNIT PAVING TRUNCATED DOME PAYERS STABILIZED DECOMPOSED GRANITE ASPHALT PER CIVIL PAVING JOINT ROCK MULCH I BOULDERS ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS o. 'JIU••ra PI.D\tm.t: ~ 7/IO/fllltt DETAIL @ru /1\~ ~ @ PER CIVIL @ru ~ DETAIL LANDSCAPE BERMING (1' CONTOURS) SYMBOL -------0 0 0 SYMBOL @ @) 0 0 0 0 LANDSCAPE BERMING (1' CONTOURS) EDGING/ CURBS/ WALLS/ STAIRS DETAIL STEEL EDGING GEu BUILT-IN SEATING @@ CONCRETE STAIRS WITH HANDRAILS 8 SITE STRUCTURES / FURNISHINGS DETAIL SHADE STRUCTURE TYPE A @@ SHADE STRUCTURE TYPE B @@ PLANTER POT ROOFTOP PLANTER @ L1.9 FENCE 7 BICYCLE RACK @ NEW BUILDING TYP SYMBOL EXISTING / FOR REFERENCE 0 ADA CURB RAMP PER CIVIL 0 ROLLED CURB PER CIVIL 0 BIORETENTION BASIN PER CIVIL 0 SCREEN WALL PER ARCHITECT [II RETAINING WALL PER CIVIL 0 PEDESTRIAN BRIDGE PER ARCHITECT 0 CONCRETE BROW DITCH PER CIVIL G GREENSCREEN PER ARCHITECT ~ TRANSFORMER PER ELECTRICAL CD EXISTING CONCRETE BROW DITCH KEY MAP .:.\\i·:.?,: <:·~·· .• _t,, '\// ;-,:_.,"'/',.7, <:./\5~'.?, .. ~1:::./:/,-t,fJ·, . "-._. •·• -· •r C; \•:7,.::; ~,\/</./;;'.,1~2: ,7·-,,?~--.'"'?' ! ·,?,; V ,7.zy 7 ', •c ~• '✓ '· '7 \/"--?.'! i>\V ,,7v_; /';r.1 7 v?/:~-',/',;_,' ~/-/s::<;-:;,v/ i ._, -~, '-< ' v· ,;; ., ' '! ;, ,-y '-, •;, ,--,: •: -: ,. :;, :,--,--, .,. .; -·--.-\ ,_ •:, '.-7 '-' ---· ,__ \, ' <_o· 'l " '; -~ 'j ; ' ,7 :; •,; _, ',. ' ·; ·-:· ,. "; ,, \0 ,. ~-, 7 -:· ,_, ,_, '.( ,, ,., '7 "' i ·.· ,, ._, -~--,' ·:· . . ·-· -~-\ ,, ':' :· '" V ,'/ ,, ·,; -,-.;: ·:, 7 ,; '? '? :;· -.-')' ,,-... V'!t• ~• /'.'' '!-;; ·, \V ,., ., 'J . I I I I I I SYMBOL PLAN GRAPHICS --------PROPERTY LINE NOTES 1. POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OTHERS AND SHOWN FOR REFERENCE ONLY. 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. ALL PAVEMENT, CURBS AND WALLS WITHIN 5 FEET OF A TREE SHALL BE LINED WITH ROOT BARRIER PER PLANTING PLANS AND SPECIFICATIONS. ~ ~11osCAP, <'.) \, \.E,UGERs , 44>. rJrwV-s,._.. Clo/ ,$ ~-" 4J ~ !:: lb ~ ~ ... OJ!lJ,{.25 • " z~~ ,, . :,, " "" ~~ DATE INITIAL ' or c~L,10 REVISION DESCRIPTION DESIGNER OF WORK Exoiration Dot.,.. I I ./ I I I 20' 10' DATE INlllAL OTHER APPROVAL O' DATE INlllAL CITY APPROVAL 20' DGA planning I architecture I interiors 550 El.lis Street, Mountain View, CA 94043 io l Fiib~rt Street, 3-;d-Flo~~-s-;n -P~ancis~~: CA 94 ·133: . .. . ,.,. .. ·~-· " .. ' ------· ........ --' ----.............. , .......... . 2550 Fifth Avenue, Suite 115, San Diego, CA 92.103 1720 8th Street, Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 4 I 5-477-2700 . ..... '"" ... ---------... -- 619-685-39.9() 916-441-680() SPURLOCK TE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T11 RCE EXP, DATE REVIE'W'ED BY: INSPECTOR DATE I SHBET 11 CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- LOTSRIAMJaR LI .4 HARDSCAPE ~ A TERIALS PLAN APPROVED: g . rJI-,-, . c,,/, 1./e:7;;, PLANNING f V OWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-0029 540-?L RVWD BY: MA TCHLINE SEE SHEET L 1.2A -------------------------------------------- I I I I I I :Si I EJ LAYOUT LEGEND SYMBOL ITEM DETAIL EJ EXPANSION JOINT @@ SAWCUT JOINT L1.6 EQ EQUAL I\ ALIGN NOTES DESCRIPTION 3/8" EXPANSION JOINT 1/8" SAWCUT JOINT 1. SEE SHEETS L1.1, L1.2, L1.3 AND L1.4 FOR HARDSCAPE MATERIALS. 2. REFER TO CIVIL PLANS FOR TOP OF WALL & FINISH SURFACE ELEVATIONS. 3. THIS PLAN IS FOR THE LAYOUT OF PAVING JOINTS ONLY. CIVIL TO PROVIDE CONTRACTOR DIGITAL FILES TO COMPLETE CONSTRUCTION STAKING AND HORIZONTAL CONTROL FOR ALL OTHER IMPROVEMENTS. 4. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS, RAMPS AND OTHER VERTICAL APPURTENANCES. PAVING JOINT CENTERED BETWEEN DOORS PAVING JOINT STARTS AT CORNER OF BUILDING NEW BUILDING ' /~i.\. './ KEY MAP /i ,- :/ ~l<OSCApt ~ \.. ...,'f.UG£Rs ... "f4>. ~ ~~ .t_, Cl,:Y $14!' ~ ' ... -::. !:' .. ...Ql. ~ ~ . ... • 03/l!~ • ,J' GZV'5'. ... ~ e +' J-t ~ OF C~l.l~C Expiration Date· DATE INITIAL DESIGNER Of WORK -~ -"/!.../l"/-_ .,.,..,.,.. ~,L ' i f ' ' .-' '/ // ;' .' / / / REVISION DESCRIPTION • I I 20· 10' I DATE INITIAL OTHER APPROVAL o· 20· I DATE INlllAL CITY APPROVAL ~ ~11111 DGA planning I architecture I interiors 550 Ellis Stteet, Mountain View, CA 94043 650-943-1660 ------~·------------~---~---20 I Filbert Street, 3rd Floor, San Francisco.CA 94133 415-477-2700 ------------~ ---~ .. ----... --2550 .Fifth Avenue. Suite 115, San Dieio, CA92I03 _ 619-685-3990 I 720 8.th Street, Sacramento, CA 9581 I 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPU.RLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 RCE EXP. DATE REVIE\./ED BY: INSPECTOR DATE I SH9ET I I CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- L01B21Al.:J22 Ll.4A HARDSCAPE LAYOUT PLAN / APPROVED~ 4<;;~ c,/,1./2,~ PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-0029 540-?L RVWD BY: I I FULL HARDSCAPE LEGEND SYMBOL HARDSCAPE PAVING CONCRETE PAVING TYPE 1 CONCRETE PAVING TYPE 2 CONCRETE PAVING TYPE 3 CONCRETE PAVING TYPE 4 ~~},t;;~~Fj u NIT p A VIN G TRUNCATED DOME PAVERS STABILIZED DECOMPOSED GRANITE ASPHALT PER CIVIL PAVING JOINT ROCK MULCH/ BOULDERS DETAIL @w (1\~ ~ @ PER CIVIL @w ~ DETAIL DESCRIPTION C.I.P.; NATURAL GRAY; ETCHED FINISH C.I.P.; INTEGRAL COLOR CONCRETE; ETCHED FINISH C.1.P.; INTEGRAL COLOR CONCRETE; ETCHED FINISH C.I.P.; NATURAL GRAY; BROOM FINISH PERMEABLE PRECAST CONCRETE UNIT PAVING 12·x12·x2" NOMINAL PRECAST CONCRETE TRUNCATED DOME PAVER 4" THICK STABILIZED DECOMPOZED GRANITE PAVING W/ STEEL EDGING SAWCUT AND EXPANSION JOINTS PER LAYOUT PLANS DESCRIPTION 50% 1-3" COBBLE AND 50% 3-8" COBBLE 3/4" -1" ANGULAR ROCK MULCH ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BOULDERS @ TYPE 1 -4' X 4', TYPE 2 -5' X 5', TYPE 3 -6' X 6' -------0 0 0 @ @ © © 0 © 0 0 0 0 0 0 0 G ~ 0 EDGING/ CURBS/ WALLS/ STAIRS STEEL EDGING BUILT-IN SEATING CONCRETE STAIRS WITH HANDRAILS SITE STRUCTURES/ FURNISHINGS SHADE STIRUCTURE -TYPE A SHADE STIRUCTURE -TYPE B PLANTER POT ROOFTOP PLANTER FENCE BICYCLE RACK EXISTING I FOR REFERENCE ADA CURB RAMP PER CIVIL ROLLED CURB PER CIVIL BIORETENTION BASIN PER CIVIL SCREEN WALL PER ARCHITECT RETAINING WALL PER CIVIL PEDESTRIAN BRIDGE PER ARCHITECT CONCRETE BROW DITCH PER CIVIL GREENSCREEN PER ARCHITECT TRANSFORMER PER ELECTRICAL EXISTING CONCRETE BROW DITCH PLAN GRAPHICS ----PROPERTY LINE NOTES DETAIL DETAIL @@ @ L1.9 @ @ 7 @ 1. POSITIVE SURF ACE DRAINAGE (2% GRADE IN PLANTING AREAS) SHALL BE PROVIDED AWAY FROM STRUCTURES AND ARE TO BE TERMINATED IN AN APPROVED DRAINAGE SYSTEM. 2. UTILITIES, GRADING, PARKING, SIGNAGE, AND BUILDINGS ARE BY OTHERS AND SHOWN FOR REFERENCE ONLY. 3. NO PUBLIC UTILITIES EASEMENTS IDENTIFIED ONSITE. 4. ALL PAVEMENT, CURBS AND WALLS WITHIN 5 FEET OF A TREE SHALL BE LINED WITIH ROOT BARRIER PER PLANTING PLANS AND SPECIFICATIONS. DESCRIPTION 1/4" TIHICK STEEL EDGING W/ GALVANIZED STEEL STAKES C.I.P., INTEGRAL COLOR, TROWEL FINISH, STONE CAP C.I.P., COLOR AND FINISH PER PAVING TYPE, STAINLESS STEEL HANDRAIL DESCRIPTION CUSTOM FABRIC SHADE SAILS WITIH STEEL POSTS CUSTOM FABRIC SHADE SAILS WITIH STEEL POSTS PLANTER POT TO MATCH CONFERENCE CENTER GFRC, 5' X 8' X 45" TALL, PROVIDE HARD-PLUMBED IRRIGATION AND DRAINAGE T-STAKE AND GALVANIZED BARBLIESS WIRE FENCE EMBEDDED STEEL BIKE RACK SOURCE GRACE TOPCAST 877-423-6491 SOLOMON COLOR 800-624-0261 GRADE TOPCAST 877-423-6491 SOLOMON COLOR 800-624-0261 GRADE TOPCAST 877-423-6491 ACKER-STONE 951-674-0047 WAUSAU TILE 800-388-8728 DECORATIVE STONE SOLUTIONS 909-202-9279 SOURCE SOUTHWEST BOULDER 760-466-3277 SOUTHWEST BOULDER 760-466-3277 DECORATIVE STONE SOLUTION 909-202-9279 SOURCE JD RUSSEL 800-742-2255 SOLOMON COLOR 800-624-0261 MODERN BUILDERS SUPPLY 760-591-4570 SOURCE SHADE COMFORTS, 707-746-5080 SHADE COMFORTS, 707-746-5080 OLD TOWN FIBERGLASS 714-633-3732 FORMS + SURFACES 800-451-0410 MODEL/SIZE/COLOR/FINISH FINISH: TOPCAST #3 COLOR: "GINGER;" FINISH: TOPCAST #3 COLOR: "BARK;" FINISH: TOPCAST #3 SUCH AS: "AQUA-VIA TRIO" 8CM; PATTERN: ASHLAR; COLOR: T.B.D. TYPE: 12"X12"X2" NOMINAL 'STRAIGHT' LAYOUT; COLOR: CHARCOAL BLACK COLOR: "CALIFORNIA GOLD" MODEL/SIZE/COLOR/FINISH COLOR: ARIZONA RIVER ROCK COLOR: COPPER CANYON COLOR: DESERT SELECT BOULDERS MODEL/SIZE/COLOR/FINISH MODEL: 'DURA-EDGE'; FINISH: UNPAINTED COLOR: 'GINGER'; STONE: 2' WIDE X 2" THICK ALEXANDRIA TRAVERTINE, HONED & FILLED MODEL/SIZE/COLOR/FINISH T.B.D. T.B.D. T.B.D. CUSTOM SIZE; FINISH AND COLOR TBD MODEL: CAPITAL; COLOR: ALUMINUM ~,.osCAPt () \.. \.tUGERs ... -f,11. ~ ~'+-s,F (l'.,s, ;.r~~,~s 03GJ.f.25 • .,,,, ~ ,'< • -t-;,;.... ~~ DATE INITIAL e or c_..\.,~c REVISION DESCRIPTION DESIGNER OF WORK Exolratlon Dote: DATE SPECIFICATION 32 13 16 32 13 16 32 13 16 32 13 16 32 14 00 32 14 00 32 12 18 32 13 16 SPECIFICATION 32 90 50 32 90 50 32 90 50 SPECIFICATION 32 93 00 03 33 00 SPECIFICATION 12 93 00 12 93 00 12 93 00 12 93 00 12 93 00 INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~ ~11111 DGA pianning I architecture I interiors 650-943-1660 20 I Filbert Street, 3rd Floor,San Francisco, CA 94 I 33 415-477-2700 • , _, ~-~~~~~--~~~-~~~~""'~·· "~-~~~·~~~~-~ ~ 2550 Fifth Avenue, Suite 115, San Diego, CA. 9.2 !03 619-685-3990 I 720 8th Stree~.Sacramento. CA 9581 I 9 I 6-44 l-6BOO OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE EXP, DATE REVIE\rlED BY, INSPECTOR DATE 1 s,oT II CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: ION/8- LOTS 21 AID 22 Ll.5 HARDSCAPE LEGEND I APPROVED~ q(<;~ r,,/4,d23 PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-0029 540-?L RVWD BY: I I 1 2 _, <l: (.) z • :CJ-• • .. (.) 0:: < I=! 0 00.. • w u.J "' 1>'. ' . ' ' . ' 0:: u.J 0.. STANDARD CONDITION 1 CONCRETE PAVING 3 TRUNCATED DOME PAVERS c. • 1111 PUl\'IIM ~ 7/J0/.11)11 NOTES: 1. SEE CIVIL GRADING PLANS FOR FINISH SURFACE ELEVATIONS OF CONCRETE PAVING. 2. PAVING SECTION MAY BE MODIFIED WITH WRITTEN, STAMPED APPROVAL BY CERTIFIED GEOTECHNICAL ENGINEER. 3. THICKENED EDGE REQUIRED WHEREVER CONCRETE PAVING IS ADJACENT TO AREAS OF AT-GRADE PLANTING, LAWN, DECOMPOSED GRANITE, PAVERS, OR AS OTHERWISE INDICATED ON PLANS. • • <l (D CAST IN PLACE CONCRETE PAVING; TYPE, FINISH, AND LOCATION PER HARDSCAPE PLAN AND LEGEND ® REINFORCING PER GEOTECHNICAL REPORT 0 THICKENED EDGE OF CONCRETE PAVING 01/4" RADIUS TOOLED EDGE 0 FINISH GRADE AT ADJACENT PLANTING AREA © MULCH PER PLANS AND SPECIFICATIONS, TAPERED AT EDGE OF PAVING AS SHOWN 0 BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT © AMENDED PLANTING SOIL PER SPECIFICATIONS 3 4 5 6 4 _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ • . ·~-~~-,;-,;/---'k- B" THICKENED EDGE CONDITION NOTES: 1. REFER TO HARDSCAPE PLAN AND LEGEND FOR LAYOUT AND PATTERN OF PAVERS. 2. DOME LAYOUT AND SPACING SHALL MEET CURRENT CODE REQUIREMENTS. 3. CONTRACTOR TO SUBMIT PAVER SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING AND INSTALLATION. 4. FINISH SURFACE OF DETECTABLE WARNING PAVERS SHALL BE LEVEL WITH ADJACENT PAVING. 2 3 4 5 ALIGN 4 '1 a 4 4 4 tj ,i· tj. I & SCALE: 3" = 1'-0" 0 PRECAST CONCRETE DETECTABLE WARNING PAVERS PER HARDSCAPE LEGEND ® MORTAR SETTING BED PER MANUFACTURER'S RECOMMENDATION 0 HAND TIGHT JOINT BETWEEN PAVERS 0 C.I.P. CONCRETE SUBBASE, DEPTH AND REINFORCING PER GEOTECHNICAL REPORTW © EXPANSION JOINT PER DETAIL ~ © ADJACENT CONCRETE PAVING 1 PER DETAIL-------+-~'=-' L1.6 0 BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT 6 4 4. SCALE: 3" = 1 '-0" 6 1ST POUR EXPANSION JOINT 2 CONCRETE PAVING JOINTS 2'-0" 2 3 6 4 CONCRETE STEPPED WALLS NOTES: 1. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS, RAMPS AND OTHER VERTICAL APPURTENANCES. OMIT DOWELS WHERE ABUTTING WALLS, BUILDINGS, AND CURBS. 2. ALL TOOLED EQGES OF EXPANSION JOINTS SHALL BE 1/4' RADIUS MAX. 2ND POUR NOTES: 1. TOP OF WALL TO BE LEVEL 2. REFER TO CIVIL GRADING PLANS FOR TOP OF WALL AND FINISH SURFACE ELEVATIONS. 3. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STONE CAP LAYOUT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 2'-0" 7 © I ' (D 3/8" EXPANSION JOINT W/ SEALANT DUSTED WiTH DOUBLE-WASHED CONCRETE SAND WHILE WET PER SPECIFICATIONS; SAND COLOR TO MATCH COLOR OF ADJACENT CONCRETE COLOR ® 1 /8" RADIUS TOOLED EDGE @#4 18" STEEL DOWEL @ 18" O.C., CENTERED IN SLAB, SLEEVE ONE SIDE G) 1/B" WIDE SAWCUT JOINT LLJ @c.1.P. CONCRETE PAVING PER DETAIL~ © REINFORCING PER C.I.P. CONCRETE PAVING DETAIL 0 BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT tj 4 ---------<}. . . . <J • SAWCUT JOINT SCALE: 3" = 1'-0" 0 C.I.P. CONCRETE STEPPED SEATWALL, FINISH AND COLOR PER HARDSCAPE LEGEND, DEPTH OF FOOTING AND REINFORCING PER GEOTECHNICAL REPORT ® STONE CAP PER HARDSCAPE LEGEND 0 NON-SHRINK GROUT PER STONE MANUFACTURER'S RECOMMENDATIONS 0 ELECTRICAL CONDUIT PER ELECTRICAL PLANS © RECESSED WALL LIGHT PER ELECTRICAL PLANS © ADJACENT PLANTING AREA ____ill 0 EXPANSION JOINT PER DETAIL~ © FINISH SURFACE OF ADJACENT CONCRETE PAVING ® BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT SCALE: 1" = 1'-0" ~ ~11111 OGA planning I architecture I interiors 550 Ellis Street, Mountain View, CA 94043 ---------.--------,. --... ., ------------.. -------.-. 20 I Filbert Street, 3rd Floor; San Francisco, CA ·94133 2550.FifthAvenue,Su,~1.·.1s:s.~Di,eg~):A92iO:i ...... . I 720 $th Street, Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650'943-1660 415-477, 2700 619-685-3990 916,441-6800 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T11 RCE __ _ EXP, ___ _ DATE REVIE'w'ED BY, INSPECT DR DATE t-----+----+--------------;-----1---,t-----i------ilSH11EETII . PLANNING DIVISION ::LAN:::::::D::S:::C::::'.AP..'.:::::::E=r:::M:::P::RO=VE:::::::M:::E:::NT:::::::P::LAN===s=F:::O:::::R=: =====~ CITY OF CARLSBAD IONIS- LOTS 21 AID 22 Ll.6 HARDSCAPE DETAILS l----+---+-------------1---+---+----+----1 I APPROVED:~ IJ./CC .PLANNING ~ DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ---LPC2023,0001 & SDP2021-0029 540-7 L L'.R~VWc..!!::D:....!e.BY.!.:;-===.1 2 ALIGN AT METAL HEADER 1 STABILIZED DECOMPOSED GRANITE 0 lfffiANIZED STEEL T-STAKE POSTS (PART 6TP70125HGl MFG. GRIP-RITE 800-676-7177 @s• X 6" DOUGLAS FIR WOOD POST W / 1 /2" CHAMFER AT TOP. WOOD TO BE COT AND DRILLED, 1HEN 1REA TED @r lN8" da'u0N-lt:~ \1fu1~ f~~JEiWs~~ f·01~ ANCHOR POST CORNE~ (STAINLESS STEEL) 0 TURNBUCKLE AT E~CtL ANCHOR SPf,,N AND ~~l 1~ \ts~0~~0 go]', W,.;G~i LEAST EVENLY AS SHOWN -, nE CABLE CONNECllON -PAR # 516TTLL14SS, PHONE: 775,885,144.3 @s-~AUGE GALVANIZED BARBLESS STEEL WIRE PARTN SWG8100) GRIP-RITE 00-676-7777 © S-8 SWAGING STUD AND INVJSIWARE RECEIVER ~6D1ffl:R~i~~11~~ ~)'if1r~ ~O N~E CAP POST 0 SIGNAGE AT ±150'-0,., CONTRACTOR SHALL COORDINATE SJGNS Wl1H OWNER © 1 1 /2" DIA. STAINLESS STEEL WASHER, CUSTOMIZED TO ACCEPT INVJSIWARE RECEIVER 0 12" DIA. CONCRETE FOOllNG (2500 PSll. SAC FINISH SM001H TOP OF FObllNG. SLOPE TO DRAIN @FINISH GRADE ~CHOR SPAN POSTS OCCUR AT BEGINNING, ENDING, AND ALL CHANGES IN DIRECllON. B. WIRES AND T-STAKES AS MANUFACTURED BY GRIP-RITE. C. WIRES TO BE WRAPPED AROUND HOOKS ON T-STAKE. D. CONTilACTOR TO SUPPLY SHOP DRA~GS OF FENCE LAYOUT AND POST ARDWARE CONNECllON. E. llGH N ALL WIRES TO 280 PSI. F. ALL WIRE HARDWARE SHOULO BE STAINLESS STEEL. 3 T-STAKE GALVANIZED FENCE 3 4 5 2 6 CABLE CONNECTION ENLARGEMENT, NTS 0 STABILIZED DECOMPOSED GRANITE; TYPE PER HARDSCAPE LEGEND, DEPTH AS SHOWN, INSTALL IN 2" LIFTS ® GEOTEXTILE FABRIC PER SPECIFICATIONS W 0 STEEL EDGING PER DETAIL ~ 0 FINISH GRADE OF ADJACENT PLANTING AREA © MULCH PER PLAN AND SPECIFICATIONS © ADJACENT CONCRETE PAVING @ PER DETAIL L1.6 0 BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT © AMENDED PLANTING SOIL PER SPECIFICATIONS 2 6 ALIGN AT CONCRETE PAVING ' ',-'1--------,'rrlr=;,,/ J - 4'-6" o.c. 6 5 ------------l:lni/,i;.;+-------------1( I~ 3 ALIGN . : ' ' ' SCALE: 3" = 1'-0" 2 STEEL EDGING 10·-o· o.c. ANCHOR SPAN POSTS TYP. • 7 5 10 - < 0 STEEL EDGING PER HARDSCAPE LEGEND ® STEEL STAKE PROVIDED BY MANUFACTURER 0 STABILIZED DECOMPOSED GRANITE PAVING PER DETAIL 0 FINISH GRADE AT ADJACENT PLANTING AREA @MULCH PER PLANS AND SPECIFICATIONS © BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT 0 AMENDED PLANTING SOIL PER SPECIFICATIONS NOTES: 1. USE MANUFACTURED 90-DEGREE ANGLE STEEL EDGING AT CORNERS. 2. STAKES TO BE INSTALLED SO TOP OF STAKE IS FLUSH WITH OR SLIGHTLY BELOW TOP OF EDGING. SCALE: 3" = 1'-0" 4•-s· o.c. ANCHOR SPAN POSTS TYP. ~ I 2 ---/ { I; 8 I \, 6 \ Ji~ I) ~ r1i \ \ 10 5t---'"1 I <l' 4 I . ' ·a 2 ' ' ' I / --- \ 2 \ 3 \ \ I \ I \ I \I \\ \ \ \ \ ' ' ' 5 5 I I I 5 POST/WIRE CONNECTION ENLARGEMENT} NTS / --------/ I / / I SECTION A PLAN VIEW CHANGE IN DIRECTION SCALE: 3/4" = 1'-0" ~. ~11111 DGA planning I architecture l interiors 550 Ellis Street, Mountain View, CA 94043 650-943-I 660 ... , . ---------~--------.. - 20 I Filbert Street, 3rd Floor.San Francisco. CA 94133 4 I 5-417-2700 2ssoF1fth6~~~;.s~1te i 1fs~ni:i1eg~c~ 9_2103 __ --619-685-3990 l 720 8th Street, Sac·ramento, CA 958J I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 916-441-6800 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\./ED BY, INSPECTOR DATE t---+---+--------------+--+--+---+----111S~~T11 t,t;, . PLANNING DIVISION ~LAN~D~S;;C~AP~E::;I~M~P;::::RO~VE~ME~N~T:::P;;LAN~:,;:S::;FO~R;::: =====~ CITY OF CARLSBAD IONIS- L01821AMJ22 Ll.7 HARDSCAPE DETAILS --+-------------------+---+--1 APPROVED:L o1 er _PLANNING ~ DA TE INlllAL DESIGNER OF WORK REVISION DESCRIPTION DATE INlllAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0001 & SDP2021-0029 DRAWING NO. 540-?L ' 0 I ;,, 1'-0" 1'-0" LONGITUDINAL SECTION (/) 0:: ~ (/) ~ (J.. f2 VARIES, PER PLAN 4" 5 PLAN 1 CONCRETE STAIRS WITH HANDRAILS Q\jlltlall PUl\fflLE lllll1l\1DDDLDI 7/l,IJ/llffl 8 4 20 • 6'0. 1'-0" I I I I I I I I I I I I I I I I I I I I I I I 4• (/) a:: <( ,- (/) Lo.. 0 ::::; ~ 0 Ill 1 TREAD + 1 '-0" MIN. 17 18 12 4 Ll 8 ABOVE 20 ____ ____,9 ' <D I ' 0 I .4 21 9 Ll " VARIES, PER PLAN ..J 5 0 ' 0 0:: I w ;,, CL 3 17 20 (/) w 1E ~ . 4 i,.,..-rt-,1,---''<---'i<----.-L-,-+--~:---,+--f,-..;!Ll , Ll .. . . . </ . <'ilt"'lf·".'·--~-----~----•!!••-·--,1 .--.-~~---•.•i.--111 · . ii Ii Ll i. ! ··; ! •· i •. i · : : '.··· .... ! . · ii~ · • ~ :: 4 ! . . .·. . '···· ., .. ,, Ll :: i: h--',--,_., . ~Jj . <l_ Lfl" ---~ ,e-st . •• ~ m~ 16}----c+'=~ CROSS SECTION 13 4 .. t.:,1-.,--+<>----"LlL,,,+---{14 /: ,..,. -..,'.~' :._('i '! ! @1----++-+-- Ll 5 <l STAIR NOSING ENLARGEMENT 8 11 POST EMBEDMENT ENLARGEMENT END POST CONNECTION TO RAIL ENLARGEMENT '1' C.I.P. CONCRETE STAIRS REFER TO \.V HARDSCAPE LEGEND FOR COLOR AND FINISH 0 STAIR NOSING PER ENLARGEMENT G) REINFORCING PER GEOTECHNICAL REPORT 0 BATTERED RISER FACE ® TOOLED NOSING PER SPECIFICATIONS © 1 /2" RADIUS TOOLED EDGE 0 #4 BAR CONT. AT NOSING, 2" CLEAR © 1-1 /2" DIA. TUBE STEEL RAIL PER HARDSCAPE LEGEND ® 1-1 /2" DIA. TUBE STEEL POST PER HARDSCAPE LEGEND @ END POST CONNECTION TO RAIL PER ENLARGEMENT @ WELD ALL AROUND, GRIND SMOOTH, MIN. 1/8" RADIUS AT JOINT @POST EMBEDMENT PER ENLARGEMENT @SEALANT PER SPECIFICATIONS @coRE DRILL IN CONCRETE TO RECEIVE POST @) GROUT, NON-METALLIC, NON SHRINK, COLOR TO MATCH ADJACENT CONCRETE @ DEEP POUR PAVING FOR POST FOOTINGS @EXPANSION JOINT PER DETAIL @ @FINISH SURFACE OF ADJACENT CONCRETE PAVING @) BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT @ADJACENT CONCRETE WALL PER CIVIL @) ADJACENT PLANTING AREA NOTES: 1. PROVIDE SHOP DRAWINGS OF RAILINGS AT EACH LOCATION PER AS-BUil T FIELD CONDITIONS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO FABRICATION. 2. ALL FASTENERS TO BE STAINLESS STEEL. 3. ALL WELDS TO BE GROUND SMOOTH AND FREE FROM BURRS. 4. GRIPPING SURFACES SHALL HA VE A SMOOTH SURFACE WITH NO SHARP CORNERS. 5. LANDINGS AT TOP AND BOTTOM OF STAIRS MUST NOT CREATE PONDING. 6. SEE CIVIL ENGINEER'S GRADING PLANS FOR ALL FINISH GRADE AND FINISH SURFACE ELEVATIONS. SCALE: 1" = 1'-0" 0 ) \ 0 BIKE RACK PER HARDSCAPE LEGEND @MOUNTING BOLT PER MANUFACTURER @BASE PLATE PER MANUFACTURER © MOUNTING ANCHOR PER MANUFACTURER © CONCRETE PAVING PER DETAIL @ © BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT 0 PLANTING AREA NOTES: 1. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR MORE INFORMATION. 2. SEE HARDSCAPE PLANS FOR BIKE RACK LOCATIONS. 3'-0" 1'-6" 1'-6" 3'-0" ' I > ..J <( > :::, 0 w > (7' .. -r:~, .. ' " \.::· .. /· . : : :'i ;L J,l:;,:.c,/ . . ·. : --~~ ~-; •c,~~[ .. ,) ( > ..J , <( ' :::, / 0 !i '• w , ,.. \.,_.........,__ '-. ' . .. '."°"',""':! -·-P.4-.·~_.-:· ;. ... .. ' • -~ .. • 4 ··,i • PLAN ON SOUTH SIDE OF BUILDING (N.T.S.) SECTION 2 BICYCLE RACK 2 SCALE: 1 1 /2" = 1 '-0" ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, M"'1ntain View. CA 94043 ·-.----~··· ··-····· --··· ·--· 2.01 Filbert Street, 3rd floor, San ·Francisco, CA ·94133 -,t,"'"T"-=t,.,-,--; ... .. . . .... ........ .... ........ . .... . 2S50FifthAvenue. Suite I I 5. San D.iego,CA 92!03 650.943-1660 415,477.2760 619..685-3990 916.441 •6800 SECTION 0 0 @ 0 ------ BOULDER PER PLAN ADJACENT PLANTING AREA PER PLAN 90% COMPACTED SUBGRADE AT BOULDER. 85% COMPACTION IN ADJACENT PLANTING AREAS, TYPICAL. SET BOULDER AT 30 % ± BELOW FINISH SURFACE NOTE: BOULDER INSTALLED PRIOR TO CONCRETE PAVING IN INSTALLATION 3 BOULDER INSTALLATION SCALE: 1" = 1'-0" 1720 $th Street, Sacramento, CA 95$1 I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. // AS BUIL T11 RCE __ _ EXP, ___ _ DATE REVIE\o/ED BY, INSPECTOR DATE s 1 sraET 11 CITY OF CARLSBAD 1----t----+------------------+----,>----+-----+----1 . PLANNING DIVISION l---+-----+-------------------+---+---+---+----1 LANDSCAPE IMPROVEMENT PLANS FOR: ION/S- LOTS 21 All:J aa Ll.8 HARDSCAPE DETAILS 1---+---1--------------+---+---+----+---I APPROVED:~ iCC _PLANNING ~ t, I, 4/ .l ., DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: ---LPC2023-0001 &SDP2021•0029 540-?L L'.R~V~W~D~B:,.Y.!..::-===-1 17'-6" • ,. ' 0 I g PLAN -SHADE STRUCTURE TYPE A (/l~ . z o::-w::. 0::' fC'O u.l <(O> u..~ ::, (/l Zz <o :;; t- o:: <( wO o.Z w . :;; (/) :;; ~o 0:: u ~~ TYPICAL SECTION 1 SHADESTRUCTURES . L· LL " q <'.l q " q 4 .q " ·q " . <'.l \ .. 4 3 ' <D I g PLAN -SHADE STRUCTURE TYPE B 0 HSS COLUMN PER MANUFACTURER 0 SHADE SAIL WITH GALVANIZED ROPE PERIMETER; CLAMPED TO COLUMNS PER MANUFACTURER 0 CONCRETE FOOTING; SIZE AND REINFORCING PER MANUFACTURER 0 FINISH GRADE/SURFACE NOTES: 1. SHADE STRUCTURE DESIGN FOR BIDDING PURPOSES ONLY. FINAL DESIGN, DETAILING, STRUCTURAL CALCULATIONS AND PERMITTING PER MANUFACTURER. 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF SHADE STRUCTURES FOR REVIEW AND APPROVAL TO LANDSCAPE ARCHITECT PRIOR TO FABRICATION. 27'-0" SCALE: 1/4" = 1'-0" KEY MAP 2 6 EXTEND 3'-0" BEYOND EDGE OF PAVING 7 2 3 4 5 12 -~· : : . ---. --, I !--- 8 9 PLANTER POT 4 5 6 --------• ,, -------------------------------------_ --------------i _---_ -_ -_-_-_-_---_ -_------------_-_ -_-'_:"_ ---_---_:·__::-_ ---_ ---_-_ -_-_---- 101---.. , 0 PLANTER PER HARDSCAPE LEGEND 0 3" LA YER ROCK MULCH TYPE 2 PER HARDSCAPE LEGEND 0 GEOTEXTILE FABRIC PER SPECIFICATIONS 0 IRRIGATION LATERAL PER IRRIGATION PLANS ® PLANTING SOIL PER SPECIFICATIONS © 1 CUBIC FOOT OF 3/4" DRAINAGE GRAVEL WRAPPED IN FILTER FABRIC 0 FINISH GRADE OF ADJACENT PLANTING AREA © 2" PVC CONDUIT SWEEP AND EXTENSION PIECES, SEAL AT JOINTS, SET CONDUIT FLUSH WITH FINISH SURFACE OF PAVING 0 3/4" DRAINAGE GRAVEL @No. 1-RD PRECAST CONCRETE DRAIN BODY FROM BROOKS PRODUCTS; SET FLUSH INTO PAVING AT EACH POT @BASE AND SUBGRADE PREPARATION PER GEOTECHNICAL REPORT @FINISH SURFACE OF PAVING NOTES: 1. PLANTERS ARE PRE-DRILLED BY MANUFACTURER. CONTRACTOR TO COORDINATE PLANTER HOLES WITH LOCATION OF DRAIN BODY IN PAVEMENT TO ENSURE ALIGNMENT. SCALE: 3/4" = 1'-0" 0 PLANTER PER HARDSCAPE LEGEND @FILTER FABRIC PER SPECIFICATIONS, AFFIXED TO PLANTER BELOW MULCH LINE WITH EPOXY, O.A.E. 0 LANDSCAPE FILTER FABRIC 0 FINISH GRADE OF PLANTING SOIL ® 3" LA YER OF MULCH PER SPECIFICATIONS © PLANTING SOIL PER SPECIFICATIONS 0 HOLES IN PLANTER FOR DRAINAGE & IRRIGATION; LOCATED AND DRILLED BY CONTRACTOR ON-SITE © DECK DRAIN PER PLUMBING ENGINEER'S PLANS 0 STRUCTURAL SLAB PER ARCHITECT'S PLANS @IRRIGATION SUPPLY PER IRRIGATION PLANS NOTES: 1. PENETRATIONS AND CONNECTIONS TO STRUCTURAL SLAB PER ARCHITECTURAL AND PLUMBING PLANS. 2. CONTRACTOR TO COORDINATE PLANTER HOLE LOCATIONS WITH DRAINAGE AND IRRIGATION CONNECTION LOCATIONS. ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Mountai.n View, CA 94043 650.943-1660 20 I Filbert Stre'et:S~d Fl;,~~ s~~ Fra~~;;~,;. CA 9'4133 415-477-2700 ----·-·----..... -·-··· -·--.. --------····-··-------· .. -· -------·--·~-------·---------------,-~ ·--,. - 2_550 FifthAvenue,S\iite I IS.San Die~o.CA 921Q3 . 619.685-3990 1720 $th Street, Sacramehto;CA 9581 I 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD. CA 92008 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE __ _ EXP. ____ _ DATE 3 ROOFTOP PLANTER SCALE: 1" = 1'-0" REVIE\.tED BY: INSPECTOR DATE r---+---+--------------i---i---t---t--;I s~:iTII ::=::::''+:::::::::'..,:· ::=========::PL::A::N::N::IN::G:::::D::IV::IS::10:::N==========:::::: CITY OF CARLSBAD LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- LOT82'NDIR HARDSCAPE DETAILS 1------l----+-------------+---l---+---1---11 APPROVEDL 1[~ _PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. LPC2023·0001 & SDP2021 ·0029 54 0-7 L GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED 3. AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CMWD'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN 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 MINIMIZE OR ELIMINATE OVER-SPRAYING ON 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 PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE • PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. WAYNE SANDERS IN CASE OF EMERGENCY CONTACT: (760) 603.2562 OR AFTER HOURS CONTACT: WAYNE SANDERS (760) 603.2562 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. 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. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOWTESTERS CAN BE FOUND ON THE CITY WEB SITE AT http://www.carlsbadca.gov/services/departments/water/Documents/ recycledwaterbackflowtesterlist.pdf for recycled or http://www.carlsbadca.gov/servicesl departments/water/Documents/waterbackflowtesterlist.pdf for potable or call 438-2722. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: SPURLOCKLANDSCAPEARCHITECT§~,.A• a~ c,- 2122 HANCOCK STREET '..,t./',,/'rl',,/V',,-,!;: ,n~,;,,,,-..,(-1:-.-~---'""---/_~/{,,_ -~~~t3- SAN DIEGO, CA 9211 O stGNATURE ~E PHONE NO: (21,2) 681-0090 REGISTRATION NO: .§112, EXPIRATION DATE: 03-31-25 WATER EFFICIENT LANDSCAPE DECLARATION: \ RECYCLED WATER SYSTEM {PRIVATE CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER NOTES COUNTY OF SAN DIEGO IONIS LOTS 21 & 2- DATE 1. ON-SITE CROSS CONNECTION BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 2. ALL RECYCLED IRRIGATION PIPE SHALL BE COLOR CODE PURPLE PANTONE 522. STICKERS WITH "CAUTION RECYCLED WATER DO NOT DRINK". ORIENT THE STENCILING TO THE TOP OF THE TRENCH FOR LATERALS. INSTALL PURPLE METALLIC TAPE OVER THE RECYCLED WATER MAINS. \ SIGNAGE NOTES 2a55 GAZELLE CT, CARLSBAD, CA. DISTRICT ENGINEER 3. THE DESIGN AND LOCATION FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE DESIGNATED BY CITY OF CARLSBAD REPRESENTATIVE AT THE TIME OF RECLAIMED WATER CONVERSION. 0 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. 1. GUIDELINES FOR RECYCLED WATER USE A IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 AM.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 THE NORMAL SCHEDULE. B. 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 SOAS 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). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. 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. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. 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. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 8. 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. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. INSPECTION PROCEDURES IEllilil I © Ill -·RW RC IRR ---w--- ---F--- * LEGEND RECYCLED IRRIGATION WATER METER POTABLE WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD ON-SITE IRRIGATION WATER BACKFLOW PREVENTION DEVICE POTABLE WATER METER RECYCLED WATER MAINLINE RECYCLED IRRIGATION MAINLINE POTABLE WATER IRRIGATION MAINLINE POTABLE WATER LINE FIRE SERVICE LINE DO NOT DRINK SIGN POTABLE IRRIGATION MAINLINE (30 FEET BETWEEN BUILDINGS) ~ ,•>/~;/ IRRIGATION BACKFLOW DEVICE (POC #4) POTABLE WATER LINE, REFER TO PLUMBING PLANS 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER FIRE SERVICE LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE LINES (HORIZONTALLY AND VERTICALLY). B PIPE IDENTIFICATION. C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A SIGNAGE INSTALLED PER PLAN. PROPOSED 2" POTABLE WATER METER STA# 28+72.76, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE B. CONTROLLER STICKERS. C. TAGGING OF VALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN POTABLE WATER MAINLINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE TYPICAL I-IATCII LEGEl\D RCW DRIP TUBING RCW BIO RETENTION OVERHEAD "'' '"•,~, " """" •s: CONBA MAINTAINED EXISTING RCW IRRIGATION SIC1NS -- ITDOC>R EATING AREA, · PROTECTED BY WALL POTABLE WATER LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE COUNTY OF SAN DIEGO Department of Environmental Health & Quality Jtz/u)1,,3 DATE: .---------------.0 OMISSION STATEMENT THERE ARE NO, COMFORT STATIONS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. NOTE: I Cl) $' Environmental Health Specialist '--------------'o::: RECYCLED WATER WARNING TAGS, TAPE AND SIGNS ARE VICINITY MAP CITY OF ENCINITAS NOT TO SCALE CITY OF VISTA TO BE INSTALLED PER SAN DIEGO COUNTY DEPARTMENT I OF ENVIRONMENTAL HEALTH REQUIREMENTS. __,,I I (V) NOTE: NO EXISTING OR PROPOSED WELLS ON THIS SITE. ---------~"'-1 NOTE: \,, '\I FINAL CONNECTIONS TO THE EXISTING IRRIGATION 0 RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEH. NOTE: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. ~ ~11111 N I w 0 DGA planhing I architecture I interiors 550 EJH, Street, Mpun1,1;n View, CA 94043 ,0 I Filbert Street, 3rd floor, San Franci,co, CA 94 I 3J . (POC #1) PROPOSED 2" RECYCLED WATER METER STA# 32+83.44 --··--~ .. ------.--··""" . ' 2550 F1fthAvenue,Su1te. I 15,Sa:n Diego_,CA 92103 650-943-1660 415-477-1700 619-685-399() 916-44 l-6800 REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE l?lOBth Stre-;,,,s;;c,an,~~r~:cA9S&iT ... _ .. ,,, ..... . (POC #2) EXISTING 1" RECYCLED WATER METER STA# 33+10.06, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE .,,,,.--RECYCLED WATER MAINLINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK APPROVED FOR PLANTING AND SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. In Order to Conserve Water ... RECYCLED WATER IN USE r,~cno,;o r. PURPLE BACKROUND / 1" BLACK LETTERS 36" IRRIGATION ONLY, G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. 4. CROSS CONNECTION TEST: A CROSS CONNECTION TEST SHALL BE REQUIRED EVERY FOUR YEARS INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLAT!ON HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. EMAIL THE "FINAL LANDSCAPE CERTIFICATION FORM" TO bp@dugmoredesignstudio (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 436-7327. DO NOT DRINK NO TOME ELAGUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS I I (N.T.S.) / If I WARNING RECfcLED WATER ~ ~ DO NOT DRINK . R 0 ~~CLED WATER " ,- SH HANDS AFTER CONTACTING . LAVESE US MANO~DESPUES DE USAR SIZE 12" X 36" .032 ALUM OR STICK INUM, .060 ABS PLASTIC ~ '--1" BLACK LETTERS 2" BLACK LETTERS -ON VINYL SIGNS ~,.osCAPt ~-... .._.iuG£Rs ... -141.. ~"+"~ ,tJ' '"',s. ff ( 4':t¼ \ 1, ~ ~ ~ l ~ 03[!~ INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ -U) SHT. TITLE SHT. NUMBER HAS BUIL TH ~ "' ,s IRRIGATION TITLE SHEET L2.0 LANDSCAPE IRRIGATION PLANS L2.1A-L2.1B IRRIGATION LEGEND & NOTES L2.2 RCE EXP. DATE IRRIGATION CALCULATIONS L2.3 REVIE\JED BY• IRRIGATION DETAILS L2.4 -L2.7 INSPECTOR DATE IS5TII CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: JONIS - LOTS 21 AND 22 L2.0 IRRIGATION COVER SHEET &u1/z2 I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF V)IA T);f , BYl...ffa c ~ DATE c;. e 23 PHONE NO: (619) 681-0090 REGISTRATION NO: .§112, I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN SLIJee et~ + Ei~;sc,c~iato "~"" ~ lRRlGAT1\J1~J Dt:S!GN J.\N:1 (ONSU:~'fli'J\;! J' ~3 ... • ,,. ' "? ~~ DATE t or c~c,,0 - I APPROVED: ~ i CJ< ft PLANNING I OWN BY: PROJECT NO. DRAWING NO. INl11AL DATE INl11AL DATE INl11AL CHKD BY: REVISION DESCRIPTION LPC2023-0001 & SDP2021-002S 540-7L EXPIRATION DATE: 03-31-25 C: \DRAWING FllES\TITLE SHEETS\XXXX.DWG 7/20/2019 c; infn(dl,;w~r,rcyi.,s~cw.'.'o!n L \.''511 4GJ,6831J w, w,v,•i.►¼lc'CT'CY<l%OC{0in f; 1~51) 461-G830 ExDlratlon Dale: DESIGNER OF IIIIORK OlHER APPROVAL Cl1Y APPROVAL RVWI) BY: '· • ~ •. --"-~ ---· ----_ _, -----~~--·---·--· ---, ••.• --._., I / HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE WUCOLS PLANT FACTOR HZ 1 HZ 2 HZ 3 HZ4 HZ 5 HZ 6 HZ 7 HZ 8 LETTERS DT DE R TB LOW WATER USE PLANTING WITH DRIP L 0.30 LOW WATER USE PLANTING WITH OVERHEAD L 0.30 LOW WATER USE BIOSWALE PLANTING WIOH L 0.30 MEDIUM WATER PLANTING USE DRIP M 0.50 MEDIUM WATER USE VINES DRIP M 0.50 LOW WATER USE TREES WITH BUBBLER$ L 0.30 MEDIUM WATER USE TREES WITH BUBBLERS M 0.50 HIGH WATER USE TREES WITH BUBBLERS H 0.80 IRRIGATION METHOD DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION TYPE IR. EFFICIENCY DRIP TUBING DRIP 0.81 DRIP EMITTERS DRIP 0.81 ROTOR HEADS ROTOR 0.75 TREE BUBBLERS BUBB 0.75 •-r""<"".,----LOCATION OF EXISTING VALVES A28 ,._ __ ~-~ '· : W3 AND W4, CONTRACTOR TO ···• •.. VERIFY ACTUAL LOCATION IN THE , . •• • •. ,, ·• FIELD DURING CONSTRUCTION ·-... ,-.,,,...~-IRRIGATION MAINLINE AND VALVES SHALL BE .. •., • HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING SUCCESSFUL ·· COMPLETION ON A CROSS-CONNECTION TEST PERFORMED BY CMWD AND DEHQ. . • FINAL CONNECTION TO THE EXISTING RECYCLED WATER SOURCE IS TO BE 'PERFORMED ONLY AFTER APPROVAL IS PROVIDED BY CMWD AND DEHQ. LOCATION OF EXISTING VALVES '· W1 AND W2, CONTRACTOR TO VERIFY ACTUAL LOCATION IN THE FIELD DURING CONSTRUCTION DOMESTIC WATER PRESSURE LOSS CALCULATIONS WATER METE/< NUMBER NIA WATER METER S!ZE l)nches) WATER METER ELEVATION (fTJ HYORAUUC GRAUE UNE (Ff) ELEVATlON DIPFERENCje (FT) REMOTE CONTROL VAL VE # R.C.V. DEMAND (GPM} HIGHEST HEAD SERVED (Ff) 440 0 A60 6 455 MIN. REQ. STATIC PRESSURE @POC (PSI) REMOTE CONTROL VALVE SJZE' (In.) TOTAL DEMAND (GPM) STA TIC PRESSURE AT HIGHEST HEAD / 1.00 s PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWEENEY & ASSOCIATES, INC .. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PRO.Ji"CT JS FORE\IDIJEN WITHOUT WRITTEN PERM!SSION. SIZE (Inches) DESCR!PTIOI\I FLOW # 2.00 BI\CKFLOW PREVENTS'< (RIP 1YPE) i 2.00 flLTRA TION (\NYE ·FILTER) 2 {JO PRESSVRE REGVLA TOR (\NILKINS 500HLR) 6 5 2 {JO BFD ASSEMBJ. Y PlPJNG (BRASS WI 4 ELLS) .2.00 MASTER CONTROL VALVE 6 7 2.00 FLOV\I SENSOR 6 8 2.Sll !SOLATIONVALVES [BALL JYPEJ 6 j) 2.SXl 2-0 FEET OF MAINLINE: SCH. 40 PVC 2.Sll 10-90 DEGREE ELB:OWS 6 i3 1.0il REMOTE CONTROL VALV-E ASSEMffLY £ 14 LATERALL!NELOSSES: 6 15 ... FITTING L()SS (li"J ADDITlONTO ELBOWS sfibwNj . ·w;;:-·· 16 15.00 ELEVATION CHANGE (P,O•C. TO HIGHEST HEADj NIA 17 TOTAL SYSTEM PRESSURE LOSS (SVM OF #1 THRtJ4fl7) PRESSURE REQUIRED AT HEAD (OPERA TING PRESSURE) 1ll 10TAL PRESSLIRE REQUIRED (SUM OF #18 AND lf19) 20 STATIC WATER PRESSURE (FROM ABOVE) 21 RES! UAL PRESSURE {SUBJRACT#20 FROMl/21) 22 &TPR\/ OR MCV AT (1120 PLUS 10 PSI) 23 PRii'SSUREBOOST, IF REQV!RED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 C: \DRAW/NG FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 LOSS 12,00 0.30 Q.75 0.50 0.50 .0.20 0.36 1.SO 3.00 QjJ4" 26.ll 31:icO 56.8 620 NIA NI.A PSI PSI PSI PSI PSI PSI PSI PSI PSI P:S:1 PSI PSI PS.f PSI PSI PSI PS! PSJ VALVE CALLOUT LEGEND I CONTROLLER LETTER I STATION NUMBER I VALVE SIZE IN INCHES j I VALVE FLOW RATE IN G.P.M. A20 1· 35 30 -OPERATING PRESSURE (PSI) HZ1 DT 0.70 1,500 -ZONE AREA (SFT) LL LZONE PRECIPITATION RATE (IN.IHR) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART 1,750' BING LENGTH OF DRIP TUBING FOR DRIP TUBING ZONES \ \ A24 1.5" 41 40 \ HZ2 R 0.70 4,248 \ \ \ . MATCHLINE SEE SHEET l2.1C • / 1,140' A21 1' 10, 1 30 BING HZ1 DT 0.70 1,379 A22 1.5" 36 40 i. HZ2 R 0.70 3,730 A23 17 40 HZ2 R 0.70 1,761 ,. . --~" , "· ~ ·' 1/?" ,,--t ~:_:·:::-.:•:;:> _,,./ --·-,, . ~·:- ,' . . ,.'- ~.·· y •2·1I2" /:;\ • ·,. ,· I • • -' . . y \ \{'4" A61 . -~·: A64 1' 1 30 \ HZ1 HZ5 DE 0.50 N/A A65 1' 15 30 HZ7 TB 1.00 N/A • \\\ \ .. 'i\,.✓"' ;.-./\~' ' ,. -2' I ~'«✓-",,_. ;y·••; / ":-. /.,·'"""'·):· ,/: -:a TYPICAL SIGNS In Order lo Conserve Water. .. RECYCLED WATER IN USE DO NOT DRINK NO TOME ELAGUA Wft.SH HANDS AFTER CONTACTING LAVESE SUS MANOS OESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 12" X 36" SIZE / BLACK LOGO r.PURPLE BACKROUND ,,_-1" BLACK LETTERS 36" / (N.TS.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR . 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS 1.5" DT A62 3/4" 3W -J".., - 25.7 30 2,910' 0.70 3,525 USING 1.5" 30 40 R 0.70 2,124 A20 ,. 16 40 HZ2 R 0.70 1,658 1,080' A59 111 9.5 30 l----+---1---i--+-.--W BING HZ1 DT 0.70 1,305 COPPER LATERALS SHALL BE-~....._ ROUTED THROUGH STRUCTURE TOP , PLANTERS ON PARKING STRUCTURE REFER TO NOTE "E" \ \ 1·\ \ ... "' ..J 1-w w 11i4 J: '' '' . \ .-" -~----" ' , i ~ ' ~~-'<:- . ...,,..-=· ,' ··~ ' .---+la:= -----~---:;:,~_;_~;,.---;- A60 HZ8 ~~--;_+___ \ --~ RC t_:---==~~---:.-» --_;. .-----cC':..--:JM'L----~----\ ~~?"-"':."'.":'~-----------::.., ... ' -1\' -----------"" ...,,.--~~ \ :1!~,?t . ' , ;(,., t' ' \ \ \,~•·-"'i·'' "f-,y•\-' ·-•P}'.•'i" to 6 30 TB 1.00 N/A POTABLE IRRIGATION---' BACKFLOW DEVICE POTABLE IRRIGATION --.J POINT OF CONNECTION #4; REFER TO NOTE "A" PROPOSED BUILDING NOTE A: POINT OF CONNECTION (POC) #4 SHALL BE A 1" DOMESTIC WATER STUB-OUT, REFER TO PLUMBING PLANS. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR MINIMUM REQUIRED WATER PRESSURE AT POC: DESIGN WATER PRESSURE: MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE: NOTE B: 62 57 6 5 PSI PSI GPM PSI (STATIC) THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE C: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE. INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE. AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: THESE PLANS ARE DIAGRAMMATIC. TREE BUBBLERSAND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER THE TREE BUBBLE RS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: LATERAL LINE PIPING WITHIN BUILDING SHALL BE A TYPE K COPPER AND IS SHOWN FOR CLARITY ONLY, ACTUAL DESIGN AND ROUTING SHALL BE COMPLETED BY PLUMBING ENGINEER AND INSTALLED BY PLUMBING CONTRACTOR EACH STUB-OUT WITHIN EACH PLANTER SHALL HAVE A COPPER FEMALE ADAPTER FOR THE LANDSCAPE CONTRACTOR CONNECTION. ALL PIPING THROUGH BUILDING TO EXTERIOR AND THROUGH BUILDING TO UPPER FLOOR SHALL BE PROVIDED BY PLUMBER NOTE F: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER 2. 3. 4. 5. 7. CONTROL VALVES, FLOW SENSORS, ETC.) ISOLATION VALVES AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) QUICK COUPLING VALVES IRRIGATION CONTROLLER($) RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. NOTE G: KEY MAP ~ ~11111 DGA planning I architecture I interiors 550 Ellis Stree\. Mounlain View, CAM043 650-943· 1660 ·---------· ··-· ,, ___ ,,___ ----·-------~------~~-·- ~~_I_ Fi!b_~rt St~e~_Jrd f_!?~.~:: ~a!}. ~\~~~~~-~.?.,_S=A?_1_~?-~-- 2552 Fifth Aven~~-~--?~Jit_~ __ I _1_5:_~_a,n -~i~-~~•-~_;\ -~~]. 03 I 72/J 8,h Street, Sacramenlo. CA 95&1 l OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 415-477-1700 .. 619-685'3990 916441-6800 SPURLOCK I A4) I 1 .s· I sa 46 WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS ADJACENT TO IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ff) 20' 10' o· 20' I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN suJeeneu + associate::,; "' /}1ft!GAT!Ot~~ OESiGN .AN!) tDN$UtT1NG ,:,: inf(l@swe,en-,;,yant>·,;.c-cm;t: (951) 461-683'0 w: www.,:w-eeni;.y;iH,:;~,cc-m'.f: /951} 461·68~0 II AS BUIL T11 RCE __ _ EXP,----DATE REVIEl,,/ED BY• INSPECTOR DATE CITY OF CARLSBAD 1----1---1----------1----1---+----l---ll~te~TII ;;:;;~~:;;-;;::;;;;:;;;;;:;;;:;;;;;;;;:;;;;;;P;:;;LA;:::N;;;N;:;IN:;.G;;;:::;Dl;;:;Vl:;S:::ION:::::::::=:=:=:==! LANDSCAPE IMPROVEMENT PLANS FOR: JONIS - LOTS 21 AND 22 L2 IA IRRIGATION PLANS 1----1---1--------------+---+---+---+---i I APPROVED:k 11 0l«•<< _PLANNING ~ DA TE INlllAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INlllAL DATE INlllAL OlHER APPROVAL CITY APPROVAL OWN BY: ___ , CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO . LPC2023-0001 & SDP2021-002 540-7 L ·4 •• ·- <( ...... ~ 1-w w :i:: !/) NUMBER HZ 1 HZ 2 HZ 3 HZ4 HZ 5 HZ 6 HZ 7 HZ 8 LETTERS DT DE R TB \ \ \ . .. ~•:;:\::~}::~: '• '·", '•-.. -.. . , 21/t 0.70 HYDROZONE DESCRIPTION CHART DESCRIPTION OF THE HYDROZONE WUCOLS PLANT FACTOR LOW WATER USE PLANTING WITH DRIP L 0.30 LOW WATER USE PLANTING WITH OVERHEAD L 0.30 LOW WATER USE BIOSWALE PLANTING W/OH L 0.30 MEDIUM WATER PLANTING USE DRIP M 0.50 MEDIUM WATER USE VINES DRIP M 0.50 LOW WATER USE TREES WITH BUBBLERS L 0.30 MEDIUM WATER USE TREES WITH BUBBLERS M 0.50 HIGH WATER USE TREES WITH BUBBLERS H 0.80 IRRIGATION METHOD DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION TYPE IR. EFFICIENCY DRIP TUBING DRIP 0.81 DRIP EMITTERS DRIP 0.81 ROTOR HEADS ROTOR 0.75 TREE BUBBLER$ BUBB 0.75 .'-A19 19.4 30 2,200' \ 0.70 2,663 TUBING • ---==::::::;::=::;:c:::::::::;=*:--' '• "..,. ,.... •c....., • " A18 1' 16 30 '• HZ1 1.5" DT . HZ7 TB 1.00 N/A "•.:==i==i=~i=~ A17 1.5" 33 40 HZ2 R 0.70 3,419 1.5" ,J---t--t--+---J •. '· A16 37 40 R 0.70 3,833 / / A15 HZ5 1· 3.3 30 DE 0.50 N/A A14 1.5" 50 40 HZ2 R 0.70 5, 180 A13 1.5" 40 40 HZ2 R 0.70 4,144 A12 1" 5 30 ... ....t--+--t---+--:--i HZ6 TB 1.00 N/A / ' ,• = :. ::-:/iI . " ) "-""' !?~. / ! .,,_--. __ . ' ., -::---,::·,· <·_:-, ·->·,. ----.::~ <"•-,, .. ~~~~~"'··· ." "·-~- /"'··, / -.,_,_ ; / "-, I // ·-••• ¾ --•• l f '"' /;'•·----._ \ PROPOSED BUILDING A55 1.5" 24.3 30 2,750' VALVE CALLOUT LEGEND I CONTROLLER LETTER/ STATION NUMBER I VALVE SIZE IN INCHES 1 rVALVEFLOWRATEINGP.M. A20 1· 35 30 -OPERATING PRESSURE (PSI) HZ1 DT 0,70 1,500 -ZONE AREA (SFT) LL LZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART t--t---:t----J!----J HZ1 DT 0.70 3,331 1,750' UBING LENGTH OF DRIP TUBING- FOR DRIP TUBING ZONES BING \ 'l'YPICAL SIGNS In Order to Conserve Water ... r-1" BLACK LETTERS \ •--.. · l ! \ .:~:---i' ---"· ... --.. ,···--~. ., ,_ "-,_ -~ --.. -. ':·--,, . ,' ~:-:_~-::· __ ~--·, . ' ••• 2 ·-'· ·-, •,, ' -' -"'-,,•.,,--. ' . ' ' ·,~}:_::::,~:~~---; .... ~.:_• ::-:~0~·:. ~ ~~S-~~~~~"~<-,. .... " A11 1.s· 35 40 HZ2 R 0.70 3,626 A10 1.5" 40 40 HZ2 R 0.70 4,144 " . -. ' . . ,..., -¼, ' ·-,' ' ,-., . . -., s. ""-, . .. . . ' -·--. . ' -~-. --- -.,_ ;,."-,• ·-:.-~-,·-. f?c •.• •• ... "' -. ·-----.::· ·-.. :.: ''--.:~----.:.:--...._:--,-. ~~ ·•,•<>>- ·------....... _____ " '.:-., ~ .. ~ .... ,,. ·,-:--::~:::;:,-.~ ~-} '·, ·.~.·-.:.:~;:-... ~":O.>>-_~ .. ·_.""'"'.· '' .. :.·.•. "~---.-.. ~~·,,. '~ -;--...~<"<' '':':-.. --"-.,·--.,,_, " . ~~~ 0-, ,, ',:",~'"' ··.,. ~-·x.. -.-.-li'c . ' >.:. a;,;: ~. ... , ~ ,', ~" .. ~ ,-..., ·. ,;;, ,, l!T4' " -~ ~ ""~·· •. ' ', >-.•~" I, ', ""''"#!foil • • • j ------..... ---' ' If,"-,.._"-._',..__ -~-j'/,1/ . ' -....,..__---....._---..... ..__"',~ , ~ "'--..,.>-...., ' ·, MATCHLINE SEE SHEET L2.1D 20' '•. ....... ~-.. ,. .. -- '> ... ,,,_, •"~. .,,, A9 HZ2 AB I HZ5 / 10' O' 20' NOTE A: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE .. INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD . INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. • •. NOTE C: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE 'ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1. 2. .. 3. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) ISOLATION VALVES AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) QUICK COUPLING VALVES IRRIGATION CONTROLLER(S) RELATED EQUIPMENT (AS MAY BE DIRECTED). · EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO ./ RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. NOTE E: .. WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, ... • UNLESS ADJACENT TO IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER ·., TO DRAIN ENTIRELY INTO A LANDSCAPED AREA 1.5" 42 40 R 0.70 4,351 1' 1.1 30 DE 0.50 N/A KEY MAP ~ ~11111 DGA planning I architecture I interiors 550 Ems Street. Mooot;tin View, CA '14043 650-943-1660 ---~·--~ .•• ~-------------..... , __ ---·-··· -----------, 201 Filbert Street, 3rd Floor,San Francisco,CA 94I:,C3 415-4TTC2700 ••••~•-•-••• •• '" '"•""" • • ---•••--•-'"'" •~••-""'"" -•-~~""'"'"'-•"•• ,._., ___ • -••~• ??_~O -~it~_Ave~u~, Su_\~_e __ !__! ~--S~_n __ Dieg~-·--~~ 9?_ ~-~~ I 720 8th Street, Sacramento, CA 95811. OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 619-685-3990' 9 I 6-441-6800 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH RCE __ _ EXP,----DATE REVIE\,fED BY• INSPECTOR DATE RECYCLED WATER IN USE r BLACKLOGO r.PURPLE BACKROUND " / (N.T.S.) 1-----l---+------------+--+----+----+---IISH17EETII . PLANNING DIVISION ;;;LANDS:;;;:;;;;:;;:;;C;:;._.AP;;:;E;;:::;;IMP;:;;;;;;:RO;;::;:;;VEME;;;;;:;;;;;;:NT;;;;::PLANS;;;:;;::;::;:;;::;FO~R:=:=:=:=:=:==: CITY OF CARLSBAD DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACT!NG LAVESE SUS MANOS DESPUES DE USAR 18"X 18"SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS C: \DRAWING FlLES\TITLE SHEETS\XXXX.DWG 7/20/2019 R WARNING RECYCLED WATER DO NOT DRINK CYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 12" X 36" SIZE . 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN StU 3S7'JO Slv (:.,J,\y,;n D·lvo, S1,lt,> C M1irr'.P-t<1, c~ Qi5,G3 r i11fo·;~,w"~;,ey0~~1J( c,;,,r._t, \95l\ 461-6$31) w, WWW ,,wc~nc'y~ssot <;off. f: \9S1J 461-GSSO, DA 1E INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA1E INITIAL DlHER APPROVAL DA1E INITIAL CITY APPROVAL ION/8 - LOTS 21 AND 22 L2. I B IRRIGATION PLANS APPROVED: PLANNING DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO • LPC2023-0001 & SDP2021-002 DRAWING NO. 540-?L \ \ \ \ \ NOTE A: POINT OF CONNECTION (POC) #3 SHALL BE A CONNECTION TO AN EXISTING 1" RECYCLED WATER METER WITH A2" SERVICE LINE. THE CONTRACIOR SHALL . VERIFY I RE AC I DAL LOCAi ION, VVA I ER I ?PE, ME I cR SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: DESIGN WATER PRESSURE: MAXIMUM SYSTEM DEMAND: RESIDUAL WATER PRESSURE NOTE B: 80 62 34 18 PSI (DYNAMIC) PSI GPM PSI THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE C: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWINER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWINER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE FOLLOWING ITEMS: 1. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER 2. 3. 4. 5. 7. CONTROL VALVES, FLOW SENSORS, ETC.) ISOLATION VALVES AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) QUICK COUPLING VALVES IRRIGATION CONTROLLER(S) RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT IS INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WIRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. NOTE F: WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS ADJACENT TO IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 ,,/ ',.,,/~-- .>,:: '\'I: \_ ... 'I_-~. // ,'t~-~ ---\~ " \ WATER METER NUMBER 3 HYDRAULIC GRADE UNE (FT) 404 ELEVATION DIFFERENCE (FT) 0 REMOTE CONTROL VALVE# R6 RCV. DEMAND (GPM) 34 HIGHEST HEAD SERVED (FT) 412 A34 1.5" HZ3 R WATER METER SIZE (Inches) WATER METER ELEVATION (FT) STA TIC PRESSURE (PSI) : REMOTE CONTROL VALVE SIZE (In.) 'TOTAL DEMAND (GPM) ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) 100 4.04 80.0 1.00 34 -3.5 PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWIEENEY & ASSOCIATES, !NC. UNAlJrHORIZED USI= BY ANY OTHER PERSON, CorvlPANY oR PROJECT IS FORBIDDEN WITHOUTWRITTEN SIZE (Inches) DESCRIPTION 2,00 SERVICE LJNE ($0 FT OF TYPE K COPPER 100 WATERMETER (XXXXTYPE) 2.00 FILTRATION {'NYE FILTER) 2.00 MASTER CONTROL VALVE 2.00 FLOW SENSOR 2.50 ISOLATION VALVES (BALL TYPE) 2.50 320 FEET OF MAINUi,E: CL. 315 PVC 2 50 10 -90 DEGREE ELBOWS 1.50 REMOTE CONTROL VAL VE ASSEMBLY 10% LA1ERAL LINE LOSSES: 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 8.00 ELEVATION CHANGE (P.O C TO HIGHEST HEAD) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) PRESSURE REQUIRED AT HEAD jOPERA TING PRESSURE TOTAL PRESSURE REQUIRED (SUM OF /118 AND #19) STATtCWA.TERPRESSURE (FROM ABOVE) RESIDUAL PRESSURE {SUBTRACT #20 FROM 1121) SET PRV OR MCV AT (#20 PLUS 10 PSI) PERMISSION. FLOW # 34 1 34 2 34 4 34 7 34 8 34 34 10 34 13 34 14 34 15 NIA 16 NIA 17 18 20 21 22 23 PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE _20 PSJ RESIDUAL) 24 LOSS 0.63 PSI 6,90 PS! 0.30 PSI 0.80 PSI 0.50 PSI 0.50 PSI 1.25 PSI 0.66 PSI 2.9lJ PSI 4.00 PSI 0.25 PSI 346 PSI 22.2 PSI 40.0 PSI 62.2 PSI w.o PSI 17.8 PSI 722 PSI NIA PSI 1.5" 36 40 R 0.70 3,654 1.5" 23 40 A46 1· R 0.70 2,334 HZ6 TB 1' 9.9 30 OT 0.70 1' 8.9 DT 0.70 .,,,,.--,.~--= _,,,,. " _,0·"- I 5 30 1.00 N/A ;;cc·;;.~" --~~· MO 1" HZ6 TB A44 1' HZ4 DT A43 1' HZ1 DT A42 1· HZ8 TB "-------.. - ----- 2 1.00 10.2 0.70 2.9 0.70 7 1.00 30 N/A 30 1,160' 1,395 BING 30 396 30 N/A -/ VALVE CALLOUT LEGEND I CONTROLLER LETTER/ STATION NUMBER I VALVE SIZE IN INCHES I 'VALVE FLOW RATE IN G.P.M. A20 1' 35 30 -OPERATING PRESSURE (PSI) HZ1 DT 0.70 1,500 -ZONE AREA (SFT) LL LZONE PRECIPITATION RATE (IN.IHR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART 1,750' TUBING LENGTH OF DRIP TUBING- FOR DRIP TUBING ZONES HYDROZONE DESCRIPTION CHART NUMBER DESCRIPTION OF THE HYDROZONE WUCOLS PLANT FACTOR HZ 1 LOW WATER USE PLANTING WITH DRIP L 0.30 HZ 2 LOW WATER USE PLANTING WITH OVERHEAD L 0,30 HZ 3 LOW WATER USE BIOSWALE PLANTING W/OH L 0.30 HZ4 MEDIUM WATER PLANTING USE DRIP M 0.50 .,,,,,. ,. ,-~·"" .-HZ 5 MEDIUM WATER USE VINES DRIP M 0.50 2-\/l' ••·· . ,,,/ ' 20' ' ~ ' Q. ro r -t:. ·- HZ 6 HZ 7 HZ 8 A40 15 40 HZ2 R 0.70 1,522 LETTERS A39 1.5' 21 40 OT R 0.70 2,131 DE C R TB LOW WATER USE TREES WITH BUBBLERS L MEDIUM WATER USE TREES WITH BUBBLERS M HIGH WATER USE TREES WITH BUBBLERS H IRRIGATION METHOD DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION DRIP TUBING DRIP EMITTERS ROTOR HEADS TREE BUBBLERS TYPE DRIP DRIP ROTOR BUBB ~ ~11111 0.30 0.50 0.80 IR. EFFICIENCY 0.81 0.81 0.75 0.75 R1 1. 6.4 30 730' HZ1 DT 0,70 876 BING DGA planning I architecture j interiors R3 1" 5.3 30 600' ,__ _ _,__ _ __,_ __ ,_ __ _, HZ1 DT 0.70 724 BING . PROPOSED 2" DOMESTIC WATER METERS / BACKFLOW DEVICES FOR BUILDING WATER SUPPLY "---i'i'-EXISTING CONBA MAINTAINED IRRIGATION IN ADJACENT PARKWAY PLANTERS TO BE PROTECTED IN PLACE, CONTRACTOR TO PATCH AND REPAIR ANY DAMAGE DUE TO CONSTRUCTION. TYPICAL. CONTRACTOR TO CONNECT EXISTING LATERAL LINES FOR EXISTING ADJACENT STREETSCAPE IRRIGATION. CONTRACTOR ,-• ._. TO VERIFY LOCATION IN THE FIELD DURING CONSTRUCTION. ·, ,• . _/- ''\ \ '--.,,, ' ' '-----EXISTING 2" RECYCLED WATER IRRIGATION MAINLINE, FOR IRRIGATION SYSTEM "W', PROTECT IN PLACE 10' O' 20' I TYPICAL SIGNS \ I -' R2 1' 0.2 30 -· - ' ' HZS DE 0.50 N/A ;£,'£...,,;:.,,,.;,,~ h " I '--""--IRRIGATION POINT OF CONNECTION #3 CONNECTION TO EXISTING 1" RECYCLED WATER METER; REFER TO NOTE "A". THIS SERVES THE LOT 22 CONBA MAINTAINED AREA 'EXISTING CONTROLLER "W', PROTECT IN PLACE. '-'--i-.....f...,......,...AA, _,...EXISTING CONTROLLER "R"; , ' · i 1 / / 1 ROUTE ALL PROPOSED "R" VALVES BACK TO THIS CONTROLLER ! ' ! /BLACK LOGO r.PURPLE BACKROUND In Order to Conserve Water ... 36, _ /1"BLACKLETTERS RECYCLED KEY MAP I I / WATER (N.T.S.) , I WARNING REC(cLED WATER , IN USE ·"''"• --,,· __ ~,_---·,;r',.-D'.f\4;/}ij},·~. ...... "~ DO NOT ~" NO TOME ...-L2 YA_~~ ,,,~,,~,?i)r,, L2 I B DO NOT DRINK ~ • ' '•'•"' ~-jsa • ..... ,ij ' ~ l'::. • ,, . ,,,,.. i;., •.• , -, • DRINK • EL AGUA ':~ ,.,' p·, 1 ' ,; f'·~ Rf-CYCLED WATER ~ 1--: ii -~ '" ,,.,. ,,, ' ,: .. ,![.Jf 7'!1,,,,:·,.711/r ' ;a;, ; Ii,--" I ,',))); '--, y ,_ d-'11/j,,. -.. ~~ \ •-n ~: HANDS AFTER CONTACTING :b ,:.:,:.:-:•.· ---// I WASH HANDS AFTER CONTACTING LAVES S MANO{DESPUES DE USAR .. /{ LAVCSE SUS MANOS DESPUES OE USAR ... ----ti i\~c --❖:~:ff:❖:• 18" X 18" SIZE 12" X 36" SIZE \__ '-1" BLACK LETTERS :~~:i~!~:i: 2. I c: 1,,,.,L2. ID 032 ALUMINUM, 060 ABS PLASTIC 2" BLACK LETTERS ' .032 ALUMINUM .. 060 ABS PLASTIC ---_:~::::~:-~:~~;*~:~±~~~ -""'-...L f( OR STICK-ON VINYL SIGNS OR STICK-ON VINYL SIGNS -----·--~-,--. , a ' --,.~. """"" ",,._, .. -, 550 ·EUrs $tr-eel;. MountailiView, CA ·9404-3 ----_____ ., __ -------------------- 201 Hibert Street, lrd Floor. San Francisco, CA 94133 ____ .,. ______ .,_,, ____ ·-··· ,,,_ . -·-•·· ,. -· ·--,. -•·"·-· --------·-····-· -··-·· --· •--· ·-.. 2~?Q Fifth ~~-~-~y~~' Suite I l San_ Dieg~'.,,S,'.A J2103 I 720 8th Street, Sacramento, CA 95&1 l OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943• I 660 415-477'2700 619-685•3990 9 J 6c44 l-6BOO SPURLOCK L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH RCE EXP, DATE REVIEWED BY• INSPECTOR DATE I SH18ET II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: -D WITH THE CRITERIA OF THE I HAVE COMPLIE IRRIGATION GUID ACCORDINGLY F WATER IN THE IR JONIS ELINES AND APPLIED THEM ~>IOSCAp, LOTS 21 AND 22 OR THE EFFICIENT USE OF <:) \, \..t\lGERS -. 4,p_ L2.IC IRRIGATION PLANS ~ q)'V> .t.,.,. Clo/ RIGATION DESIGN PLAN ff4}~~~ 'APPROVED: ~&¥««-I (£ /4<1/27> ~ ~ ~ ,B!d + ci,•0,t.:,c-, 03G_1{.2!J jl -~,,., ~ • .;:" ~") ~ ,$'Jo ~? "' • PLANNING tJ DEStGt,: f'. NC CO NS ,J L ·r l N G DWN BY: PROJECT NO. DRAWING NO. 1ll':'30 >Ky C"a,iyon Dr,~e, ~11,;;:, C ,,,. ~~ DAlE INITIAL DAlE INl11AL DAlE INITIAL CHKD BY: /vl;;rriru:-, Ci '.l2SS'-J f op c~c,~" REVISION DESCRIPTION LPC2023-0001 & SDP2021-002( 540-?L c: l[-fo(<\'HHCl1l''f~""A tcr, t: (95lj /.l$l•5lJ.3() DESIGNER OF WORK DlHER APPROVAL CllY APPROVAL RVWD BY: w, www.1wcc~<.'~G,~oc .. tcm f: (9C,n .e51.,;;g:;e •-tratton Date: RECYCLED WATER PRESSURE LOSS CALCULATIONS WATERMETER NUMBER 1 WATER METER S!ZE (Inches) 2.00 HYDRAULIC GRADE UNE (FD 426 WATER METER ELEVATION l~ II 426 ELEVA110ND!FFERENCE (FD 0 STA llC PRESSURE (PSI) 800 REMOTE. CONTRO!-VALVE# A1t REMOTE CONTROL VALVE SlZE (In . .} 1.00 RCV. DEMAND {GPMl 35 IDTAL DEMAND (GPM) 35 HIGHEST HEADSERVED /FT} 470 ELEVATION CHANGE (P.O.C. ID HlGHEST HEAD) -19-1 •• PRESSURE LOSS CALCULATION IS PROVIDED FOR 11HIS PROJECT BY .. ... SWEENEY II< ASSOClA TES, !NC . UNAUTHQR!ZE D \./SE BY ANY OTHER ,. .. ,, '' : .:: :;-;,_ ''/ ', ,' :· PERSON, COMPANY OR PROJECT IS FORBIDDENWITHOUTWR!TIEN ':' i:' ;'"': ;,y, .. · ' . PERMISSION . SIZE ilnchias J DESCRIPTION • I FLOW # LOSS 2.00 SERVICE UNE (50 FT OF TYPE K COPPER) ;Jo 1 070 PSI 2.00 WATER METER (XXXX TYPE) i 35 2 um PSI 2.00 FlLTRATION(l)VYE FILTER\ 35 4 D.30 PSl 2.00 MASTER CONTROL VALVE 35 7 0.00 PS! 2.00 FLOW SENSOR 35 a 0,50 PSI 2.50 ISOLATIQNVALVES (BALL TYPE} i 35 g 0.50 PSI 2.50 41011860 FEET OF LOOPE.D MAINLINE: CL 315 PVC 35 10 2,26 PSI 2.50 10 -90 DEGREE ELBOWS • 35 13 0.49 PSI 1.50 REMOTE CONTROL VALVE ASSEMBLY 35 14 2.90 PSI 10% L/\TERAL ONE LOSSES! i 35 1'5 4.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 16 0.45. PSI 44.00 ELEVATION CHANGE {P.O.C. TO HIGHEST HEAD) N/A 17 19,05 PSl TOTAL sYSTEM P.RESSURE LOSS (SLlM OF IM 1HRU #17) i 18 3~.0 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) t,) 40.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND#19} i 20 ?a,o PSI STA TIC WATER PRESSURE (FROM ABOVE) • 21 80.0 PSI RESIDUAL PRES.SURE (SUBTRACT/120 FROM #21) l 22 T.O PSI SET PRV OR MCV AT (#2P PLUS 10 PSI) i 23 NIA P\ll PRESSURE BOOST, IF REQUlRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 NIA PSI NOTE A POINT OF CONNECTION (POC) #1 SHALL BE A CONNECTION TO A PROPOSED 2" RECYCLED WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING 18 FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC DESIGN WATER PRESSURE, MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE, NOTE B, 80 74 50 6 PSI (DYNAMIC) PSI GPM PSI POINT OF CONNECTION (POC) #2 SHALL BE A CONNECTION TO AN EXISTING 1" RECYCLED WATER METER WITH A 2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE 18 ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC, DESIGN WATER PRESSURE, MAXIMUM SYSTEM DEMAND: RESIDUAL WATER PRESSURE• NOTE C, 80 55 29 25 PSI (DYNAMIC) PSI GPM PSI CONTROLLER SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, NOTED, THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE E CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD 18 NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE F: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE G, PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND LANDSCAPE ARCHITECT A SCALED SHOP DRAWING INDICATING THE PROPOSED LOCATIONS FOR THE IRRIGATION EQUIPMENT LISTED BELOW. THE SHOP DRAWING SHALL BE PREPARED TO THE SATISFACTION OF THE MA TCHUNE SEE SHEET L2.1 B PROPOSED BUILDING l ' \ \ CONTRACTOR TO CONNECT EXISTING LATERAL LINES FOR EXISTING ADJACENT STREETSCAPE IRRIGATION ... CONTRACTOR TO VERIFY 'l--+--+--5-¼-30-¼;-;:/•:c;~"' TB 1 00 N/A \/ · • V I l-Af5_1 ....... 1_.5_"_,_.2_2_.6_.._30 _ _,2,560' / , 0.70 3,091 BING\ ~., .. , A53 1,5• 20.5 HZ4 OT 0.70 2,799 UBING . '::::-··7{~-···,.r··:·, .. :.:... i ~·~· : f • 1l2·r f ; -..! ( f, 07 1.5" 29 40 ,__....,_-+--1----1: HZ2 R 0.70 2,672 QB 1" 2.8 30 320' i--HZ-1-+--DT--,t-0-.7-0-+-3-7-9; BING ! Db~f:;ig~~~TT:ii1~i • .. :~.1-•~--':_j_ ~~";1,,,;;,s:)!...'0~9~-21·:_L4~L30~J.. . : .\ , HZ3 Kl HZ4 05 N/A ;;=~·-,,~/~ ·=••··7(l, ,,,,:::-:\::? .-:ii~~h::U.1~.o~o i:N/~A IA j , .. : ~~/,:,0-:":."·· ,-.:.._ •, l'~"'-~;JTV:_R/Jp~ i . ~:~==~==~: :-,,El' ... -EXISTING CON BA M;IN~;;~:::;· ,,,;7>(¥},/L, ...... :.:--• •·· • IRRIGATION IN ADJACENT .. ·-.,<\,, ··•·. ... .. PARKWAY PLANTERS TO BE ................ ".:..::· 2 PROTECTED IN PLACE , .•• , -,.·:,, : CONTRACTOR TO PATCH AND .... .• • . · · • REPAIR ANY DAMAGE DUE TO .::::::: ,.·C-::.::· CONSTRUCTION. TYPICAL. RECYCLED WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 2 WATER METER S1ZE (Inches) HYDRAULIC GRADE L1NE (Fl) 428 WATER METER ELEVA TfON (FT) ELEVATION D1FFERENCE (FT) 0 STA TIC PRESSURE (PSI) 1.00 428 80.0 R 1.5" OT 0.70 N/A N/A s N/A N/A Q3 1· HZ1 DT 02 HZ2 Q1 HZ2 I 0.8 30 0.70 107 1" 4 R 0.70 1' 6 R 0.70 90' BING 40 526 40 788 ' i: In Order to Conse1Ve Water. .. RECYCLED WATER IN USE OWNER AND LANDSCAPE ARCHITECT. SHOP DRAWINGS MUST INCLUDE THE PROPOSED LOCATIONS FOR THE ,;::::;:;,;:._:;;;;:,:;:.~~cc=="---1-.......;;......-~,i,i;-~'.;-,:;;;;s-;;c;:;s,=-....;.. ..... -'--'-----t--So--., REMOTE CONTROL VALVE# Q7 REMOTE CONTROL VALVE SIZE (lh) 1.00 RC.V. DEMAND (GPM) 2S TOTAL DEMAND (GPM) 29 DO NOT ~NO TOME DRINK ~ELAGUA FOLLOWING ITEMS, 1. POINT OF CONNECTION (INCLUDING WATER POC, BACK FLOW DEVICES, MASTER CONTROL VALVES, FLOW SENSORS, ETC.) 2. ISOLATION VALVES 3. AUTOMATIC CONTROL VALVES (INDICATE STATION NUMBER) 4. QUICK COUPLING VALVES 5. IRRIGATION CONTROLLER(S) 7. RELATED EQUIPMENT (AS MAY BE DIRECTED). EACH PIECE OF AFOREMENTIONED EQUIPMENT SHALL HAVE IT'S PROPOSED INSTALLED LOCATION SHOWN ON THE SHOP DRAWINGS. THE SYMBOL FOR EACH PRODUCT SHALL BE A SCALED REPRESENTATION OF THE FOOTPRINT OF THE EQUIPMENT OR THE VALVE BOX IN WHICH THE EQUIPMENT 18 INSTALLED. CONTRACTOR SHALL INSTALL ALL VALVE BOXES AND RELATED EQUIPMENT PER THE OWNER APPROVED SHOP DRAWINGS. ONCE THE SHOP DRAWING LOCATIONS ARE APPROVED, THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE WILL ALLOW NO ADJUSTMENTS TO THE APPROVED VALVE BOX PLACEMENT WITHOUT PRIOR WRITTEN ACCEPTANCE. ANY IRRIGATION EQUIPMENT INSTALLED WITHOUT PRIOR APPROVAL WITH SHOP DRAWINGS WILL BE SUBJECT TO RELOCATION BASED ON DIRECTION BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. NOTE H• WHEN IRRIGATION WILL BE USED FOR VEGETATION WITHIN 24" OF AN IMPERMEABLE SURFACE, OVERHEAD IRRIGATION SHALL NOT BE PERMITTED AND ONLY SUBSURFACE IRRIGATION SHALL BE USED, UNLESS ADJACENT TO IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA C: \DRAWING FlLES\TITI.E SHEETS\XXXX.DWG 7/20/2019 HIGHEST HEAD SERVED (FT) 427 ELEVATION CHANGE (P,O.C. TO HIGHEST HEAD) 0.4 PRESSURE LOSS CALCULATION JS PROVIDED F'OR THIS PROJECT BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBlDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRlP110N FLOW # LOSS 200 SERVICE LINE (50 FTOF TYPE K COPPER) 29 1 0.50 PSI 1.00 WATER METER (XXXX TYPE) 29 2 4.60. PSI 2.00 FILTRATION (!NYE FILTER) 29 4 0.30 PSI 2.00 MASTER CONTROL VALVE 29 7 0.53 PSI 2.00 FLOW SENSOR ' 29 8 0.50 PSI 2.frO tSOLAT!ON VALVES (BALL TYPE) 29 9 0.00 PSI ;250 275FEETOF MAINLINE: CL 315 PVC 29 10 0.85 PSI ;,oo 10 -90 DEC-REE ELBOWS 29 13 0.53 P6l 1.50 REMOTE CONTROL VALVE ASSEMBLY 29 14 2.00 PSI 1'0% LATERAL LINE LOSSES! 29 15 4.00 PSI 20°/o FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 16 0.17 PS! -1,00 ELEVAllON CHANGE "{P.O.C. TO HIGHEST HEAD) NIA 17 -0.43 PSI TOTAL SYSTEM PR!cSSURE LOSS (S\JM OF #1 THRU #17) 18 14.9 PSI PRESSURE REQ\JIREO AT HEAD (OPfcRA TING PRESSURE} 19 40,0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 54)¾1 PSI STATIC WATER PR!i'SSURE (FROM ABOVE) 21 80,0 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) • 22 25 . .1 PSr SET PRV OR MCV AT (#20PLUS 10PSij 23 64.9 PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 NIA PSI WASH HANDS AFTER CONT ACTING LAVESE SUS MANDS DES PU ES OE JSAH 18" X 18" SIZE 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Sl1J8 r1 !d + C'' i,da-@aW1'<'neyihs;DC!<i"l l: ("iS-1) 461-083(). w: v1wW,s·v1.~~ncy~nc1cc.v.1, f, {9$1) 401,68-50 . ' ' , /p../ i , I : 'R'l'Je'.f1:1·i•J! ,!! ,~ ;1-!J; !, - .. ////:_:/ /'/i //// '/1114 J;, 1/' f:·LL, .1>;i ·'-·r~' , J i / ; , -:"-t·--, I ; , ! , i - I /?~;?)'~ ½f/ i!1::\?:J'/ _1 • i11•Ji I ' i , i , f,_' I , " ['-,if, "•-'i' -··-<'··.' I _'' i ,-' , ; ",.1, ' . ' _I I -'\" _/ ·' i j , f ' f "·' i i . / / F"i// ,c / / / I ,' f !" / // (!; ¥',y~<:~ /;/i ,, /-, , . 1 I /;//fr/ l"!/1'tl ~-//'l/1/ ' . . I / A7 HZ2 A6 HZ2 A5 HZ2 A4 HZ1 ""· ~ '---"~ ~., "·• ---.,, ,,,,_ .,_ -...._ I I 1.5" 44 40 R 0.70 4,559 1,5" 40 40 R 0.70 4,144 1.5" 33 40 R 0.70 3,419 1· 5.7 30 640' DT 0.70 773 BING 1· 5 30 TB 1.00 N/A / VALVE CALLOUT LEGEND I CONTROLLER LETTER/ STATION NUMBER I VALVE SIZE IN INCHES I IVALVEFLOWRATEING.P.M. A:20 1' 35 30 -OPERATING PRESSURE (PSI) HZ1 DT 0.70 1,500 -ZONE AREA (SFT) LL LZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART 1,750' USING LENGTH OF DRIP TUBING- FOR DRIP TUBING ZONES NUMBER HZ 1 HZ 2 HZ 3 HZ4 HZ 5 HZ 6 HZ 7 HZ 8 LETTERS DT DE R TB HYDROZONE DESCRIPTION CHART DESCRIPTION OF THE HYDROZONE WUCOLS LOW WATER USE PLANTING WITH DRIP L LOW WATER USE PLANTING WITH OVERHEAD L LOW WATER USE BIOSWALE PLANTING W/OH L MEDIUM WATER PLANTING USE DRIP M MEDIUM WATER USE VINES DRIP M LOW WATER USE TREES WITH BUBBLE.RS L MEDIUM WATER USE TREES WITH BUBBLERS M HIGH WATER USE TREES WITH BUBBLERS H IRRIGATION METHOD DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION DRIP TUBING DRIP EMITTERS ROTOR HEADS TREE BUBBLERS TYPE DRIP DRIP ROTOR BUBB ~ ~11111 PLANT FACTOR 0.30 0.30 0.30 0.50 0.50 0.30 0.50 0.80 IR. EFFICIENCY 0.81 0.81 0.75 0.75 DGA planning I architecture I interiors ~5_5Q_~i[~~-~vt':·~-~-~ .. -~~ite I l~~'-S-~~-~i~/l::'r~~--?~__I_Q_3 __ I.7'1.0• Bth Street, Sacramento, CA 9581 l 619-685,3990 916-44 l-6800. )-.,...,-IRRIGATION POINT OF CONNECTION #2, CONNECTION TO EXISTING 1" RECYCLED WATER . METER; REFER TO NOTE "8". THIS SERVES THE LOT 21 CONBA MAINTAINED AREA OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 / '<;_'", ',,_ ., , 'c. "-., " ·-..._., -,..,_ ·,, ,,"--. -------,,-' IRRIGATION POINT OF CONNECTIONS SHALL BE · ·, HIGH-LINED AND CONNECTED TO A POTABLE WATER SOURCE PENDING A SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST AS PERFORMED BY CMWD AND DEHQ. FINAL CONNECTION TO RECYCLED WATER METER . SHALL ONLY BE PREFORMED AFTER APPROVAL ' IS PROVIDED BY CMWD AND DEHQ. ~- •,, '•· .. ,-~--.,-IRRIGATION POINT OF CONNECTION #1, CONNECTION TO A , PROPOSED 2" RECYCLED WATER METER; REFER TO NOTE "A" THIS SERVES THE THE IONIS 21+22 ONSITE AREA TYPICAL SIGNS ~,-.. //'· / .. ,., ... < f ·,,, (N.T.$) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS / KEY MAP - 20' 10' o· 20 I ' I I l2.IB ' SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT" RCE __ _ EXP, ___ _ DATE REVIEw'ED BY• INSPECT□R DATE l---+---+---------------+---t---t---,t---ilSH19EETII . PLANNING DIVISION ;;;LANDS::;:;;;;;;;;;C:;,APE;;;;;:::;JMP:;;;;;RO:;;VEMENT;;;;;;;:;;;;;,;;;:::::;;;P:;:LANS;:;;;;;;::;FO;;;:;;R:;::· :=:=:=:===; CITY OF CARLSBAD JONIS - LOTS 21 AND 22 L2. I D IRRIGATION PLANS 1----+---+--------------+--t---+----t---t I APPROVED:0~1@= _PLANNING ~ DA lE INl11AL DESIGNER OF WORK REVISION DESCRIPTION DA lE INl11AL DA lE INl11AL OTHER APPROVAL CllY APPROVAL OWN BY: __ _ CHKD BY; __ _ RVWD BY: PROJECT NO. LPC2023-0001 & SDP2021-002 DRAWING NO. 540-?L SYMBOL Q T H F t,) ~ 6 ® @199@ ~~O® NO SYMBOL MANUFACTURER RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD $ GPH -::._. __ ._.:_ ___ =--:11 NETAFIM ---. -----~1 . 1 ---------41 NO SYMBOL NO SYMBOL ---- ® l£ll ISi l2I [El IJl - 1W IQ] NO SYMBOL tel IEl EX --RC .. --------- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL • NETAFIM NETAFIM AS APPROVED GPH IRRIGATION/ HUNTER P.O.C. YARDNEY BUCKNER HYDROPOINT / WEATHERTRAK AS APPROVED LASCO SIGNATURE RAIN BIRD RAIN BIRD EXISTING SITEONE I WEATHERTRAK PAIGE ELECTRIC SITEONE N/A AS APPROVED EXISTING AS APPROVED AS APPROVED LASCO AS APPROVED AS APPROVED AS APPROVED PAIGE ELECTRIC GPH IRRIGATION NDS (K.B.1.) NDS (KB.I.) RAIN BIRD CHRISTY'S AS APPROVED C: \DRAWING FILES\TlTLE SHEETS\XXXX.DWC 7/20/2019 MODELNO./DESCRIPTION IRRIGATION MATERIAL LEGEND FLOW RATE (GPM) PSI RADIUS P R (TRL) DETAIL RD-12-S-P45-F-NP 12" POP-UP SHRUB HEAD WITH R-VAN14 (Q/T/H) / R-VAN14-360 NOZZLES RD-12-S-P45-F-NP 12" POP-UP SHRUB HEAD WITH R-VAN18 (Q/T/H) I R-VAN18-360 NOZZLES RD-12-S-P45-F-NP 12" POP-UP SHRUB HEAD WITH R-VAN24 (Q/T/H) / R-VAN24-360 NOZZLES RD-06-S-P30-NP 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER NOZZLE EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLERS PER TREE OR PALM. PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF THE TREE OR PALM AND ON OPPOSITE SIDES OF TREE OR PALM. ADJUSJ BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE OR PALM. .32, .42, .63, 1.27 .50, .62, 1.17, 1.85 .84, 1.16, 1.68, 3.48 .50 (1.0 TOTAL) 40 14 FT 0.70 INJHR. 40 18 FT 0.70 IN./HR. 40 24 FT 0.70 IN./HR. 30 1 FT 1.00 IN./HR. 5012-PL-(PC)-SAM-R-NP 12" POP-UP SHRUB ROTOR WITH MPR-25 NOZZLES (RED) 5012-PL-(PC)-SAM-R-NP 12" POP-UP SHRUB ROTOR WITH MPR-30 NOZZLES (GREEN) 1.00, 1.38, 1.98, 3.82 40 25 FT 0.70 IN./HR. 1.40, 1.85, 2.96, 5.78 40 30 FT 0.70 INJHR. 5012-PL-(PC)-SAM-R-NP 12" POP-UP SHRUB ROTOR WITH MPR-35 NOZZLES (BEIGE) 1.92, 2.46, 3.81, 7.58 40 35 FT 0.70 INJHR. MPR-25/30/35 NOZZLES ARE NOT SUPPLIED AS STANDARD NOZZLES WITH THE RAIN BIRD 5000 SERIES ROTOR HEADS. THE CONTRACTOR MUST ORDER THESE NOZZLES SEPARATELY AS AN ADDITIONAL COMPONENT FOR THE ROTOR HEADS. ONLY THE COLOR CODED MPR SERIES NOZZLES SHALL BE ACCEPTABLE IN THE ROTOR HEADS. GPH GPSTCV6R DRIP EMMITER ON A SCH. 80 RISER, EACH SYMBOL REPRESENTS ONE BUBBLER PER VINE. .10 TLHCVXR-RWP5-12 SUBSURFACE DRIP TUBING (PURPLE EXTERIOR COLOR) WITH 0.53 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALL BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS. A A A A,B C C C N/A D E,F,G,H CONNECTION BETWEEN HCVXR DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING SCH. 40 PVC SXT FITTINGS, TL BARBED E,F,G,H DRIP TUBING FITTINGS AND BLANK DRIP TUBING. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A SCH. 40 PVC LATERAL X LATERAL X 1/2" SxSxT TEE (OR A LATERAL X 1/2" SxT 90" ELBOW) FITTING ON THE PVC LATERAL LINE HEADER, A TL050MA BARB X 1/2" MALE ADAPTER, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TLELL BARBED 90" ELBOW FITTING_ WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A SCH_ 40 PVC LATERAL X LATERAL X 1/2" SxSxT TEE (OR A LATERAL X 1/2" SxT 90" ELBOW) FITTING ON THE PVC LATERAL LINE HEADER, A TL050MA BARB X 1/2" MALE ADAPTER, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TL TEE BARBED TEE FITTING. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER NO HEATING OF TUBING SHALL BE ALLOWED FOR ASSEMBLY. TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 11/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. GDFN-R DRIP FLUSH/ INDICATOR NOZZLE, PURPLE IN COLOR, NSTALLED ONTO A HUNTER ECO-ID-12 12" POP-UP INDICATOR HEAD. THE FLUSH NOZZLE SHALL BE CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. 2" RECYCLED (RECLAIMED) DEDICATED IRRIGATION WATER METER WITH 2" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD. SB-2, 2" FLANGED STEEL BASKET STRAINER WITH 80 MESH STAINLESS STEEL FILTER ELEMENT, PRESSURE GAGE AND A BRASS BALL TYPE DRAIN VALVE. INSTALL ON DOWNSTREAM SIDE OF RECYCLED WATER POINT OF CONNECTION. INSTALL INSIDE A JUMBO RECTANGULAR VALVE BOX. 3200-200-RW 2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT_ INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. WT-FS-200-CST 2" PVC TEE. CST TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'S REPRESENTATIVE, GENTILE & ASSOCIATES (STEVEN KIM) AT (760) 214-5734 FOR FURTHER INFORMATION. IRRIGATION CROSS CONNECTION TEST STATION, INSTALL PER COUNTY OF SAN DIEGO AND CITY OF CARLSBAD REQUIREMENTS, VERIFY LOCATIONS WITH COUNTY OF SAN DIEGO AND CITY OF CARLSBAD VXX101N-SC XX" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX 7645 1" ACME THREADED QUICK COUPLER VALVE WITH LOCKING VINYL COVER (PURPLE COVER FOR QCV'S ON RECYCLED LINE) AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX. XXX-PESB-R-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER/ BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX_ XXX-PESB-R PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 112" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD LCRBY-100D DISC FILTER AND A SENNINGER 1" PMR-30-MF PRESSURE REGULATOR FOR 1 1/2" DRCV'S INSTALL A RAIN BIRD LCRBY-150D DISC FILTER AND A SENNINGER 1 1/4" PMR-30-HF PRESSURE REGULATOR USE A 1 112" SCH. 40 PVC THREADED COUPLING, A 1 1/2" X 1 114" PVC THREADED REDUCER BUSHING, AND A 1 114" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 1/4" REGULATOR TO THE DOWNSTREAM SIDE OF THE 1 1/2" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX EXISTING IRRIGATION CONTROLLER, PROTECT IN PLACE. SITE ONE CONTROLLER ASSEMBLY MODEL# SA7-WT3-72 / RSE / ETEC-3Y I GR-K, WEATHERTRAK 72 STATION CONTROLLER ASSEMBLY COMPLETE WITH SLOPE TOP ENTRY ENCLOSURE. INSTALL CONTROLLER ENCLOSURE ONTO A V.I.T. QP-16 "QUICK PAD" ENCLOSURE MOUNTING PAD. CONTROLLER IS COMPLETE WITH ONE (3) YEARS OF INTERNET BASED CENTRAL CONTROL AND DAILY WEATHER DATA DOWNLOAD SERVICES. THE CONTRACTOR TO REGISTER THE CONTROLLER SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT_ THE CONTRACTOR SHALL PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER. CONTACT ERIK ANDERSON @SITEONE (949) 285-4048 FOR FURTHER INFORMATION. THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX. RSE WIRED RAIN SENSOR, INSTALLED AS PART OF THE SITEONE SA7 CONTROLLER ASSEMBLY (SEE ABOVE). 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE "RCW' PVC PIPE 3/4" -2 1/2" CLASS 200, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PURPLE "RCW' PVC PIPE 2" -2 1/2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE PURPLE "RCW' PVC PIPE 2" -2 1/2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE PURPLE "RCW' PVC PIPE SCH. 40/80 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL SCH. 40 AND BE INSTALLED 18" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE SCH. 80 AND BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE LOWVOC "PURPLE PRIMER"_ MAINLINE SOLVENT CEMENT SHALL BE LOWVOC, "GRAY-HEAVY BODY" CEMENT LATERAL LINE SOLVENT CEMENT SHALL BE LOWVOC, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. ALL SOLVENT WELD MAINLINES ABOVE 2" IN SIZE SHALL HAVE CONCRETE THRUST BLOCKING INSTALLED AT ALL DIRECTIONAL CHANGES INCLUDING ELBOWS (45" AND 90") AND TEES. MAINLINE PIPES UNDER 2" SIZE AND ALL LATERAL LINES DO NOT REQUIRE THRUST BLOCKING. 1" SCH. 40 PVC, GRAY ELECTRICAL CONDUIT FOR FLOW SENSOR/ MASTER VALVE WIRES OR CENTRAL CONTROL COMMUNICATION CABLE, PROVIDE PULL BOX AT A MAXIMUM OF 200 FEET ON CENTER FOR A 3 FOOT WIRE LOOP OR ANY SPLICES. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER/ BUBBLER/ DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. KC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THAN THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER/ BUBBLER/ DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ALL VALVE BOXES SHALL BE PVB SERIES, PLASTIC TYPE WITH OVERLAPPING LOCKING PURPLE LIDS. VALVE BOX BODIES AND LIDS SHALL BE PURPLE IN COLOR BOXES SHALL BE AS SHOWN BELOW: DESCRIPTION 10" ROUND BOXES STANDARD RECTANGULAR BOXES JUMBO RECTANGULAR BOXES RECYCLED VALVES (PURPLE) PVB10RNDP PVBSTDP PVBJMBP PURPLE RECLAIMED WATER WARNING TAGS, INSTALL WITH ALL RECYCLED WATER VALVE BOXES. RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER CITY AND COUNTY HEALTH DEPTARTMENT REQUIREMENTS E,F,G,H E,F,G,H F,G,I N/A J K L Y,Z M N 0 p N/A Q R Q N/A s S,U S,U T N/A N/A u N/A N/A V N/A NIA w N/A X DOMESTIC WATER IRRIGATION MATERIAL LEGEND SYMBOL MANUFACTURER MODEL NO. I DESCRIPTION FLOW RATE (GPM) PSI RADIUS PR (TRL) DETAIL ,. RAIN BIRD l£ll WATER METER Im EXISTING @ P.OC 1B WILKINS M BUCKNER IE] HYDROPOINT / WEATHERTRAK -LASCO Ill RAIN BIRD ----- RD-06-S-P30 6" POP-UP BUBBLER HEAD WITH A HUNTER MSBN-50Q STREAM BUBBLER NOZZLE EACH SYMBOL REPRESENTS TWO (2) BUBBLER TO PROVIDE A TOTAL OF TWO (2) BUBBLERS PER TREE. PLACE THE BUBBLER HEADS SIX (6) INCHES FROM THE ROOT BALL OF THE TREE AND ON OPPOSITE SIDES OF TREE. ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND ADJACENT AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE. PROPOSED DOMESTIC WATER METER FOR BUILDING SUPPLY REFER TO CIVIL PLANS. PROPOSED DOMESTIC WATER BACKFLOW. REFER TO CIVIL. 1" POINT OF CONNECTION TO AN DOMESTIC WATER LINE STUB-OUT. REFER TO PLUMBING PLANS. .50 (1.0 TOTAL) 30 1 FT 1.00 IN./HR. 975XLS, 1" R/P BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE 3200-100 1" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE_ WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. WT-FS-100-CST 1" PVC TEE, CST TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'S REPRESENTATIVE, GENTILE & ASSOCIATES (STEVEN KIM) AT (760) 214-5734 FOR FURTHER INFORMATION. V10101N-SC 1" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE W!TH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. 100-PESB-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1" SIZE), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER/ BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. PVC PIPE 1" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE PVC PIPE 1" SCH. 40, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE A,B N/A N/A N/A A4 K L M 0 s S,U -----AS APPROVED AS APPROVED AS APPROVED TYPE 'K' COPPER PIPING ROUTED BETWEEN PLANTERS, AND THROUGH BUILDING AND GARAGES. COPPER PIPING SHALL BE DESIGNED BY THE NIA PLUMBING ENGINEER AND BE SHOWN ON THE PLUMBING PLANS. COPPER PIPING SHALL BE INSTALLED BY THE PLUMBER. COPPER PIPING SHOWN IS FOR REFERENCE ONLY VERIFY LOCATION, SIZE AND STUB-OUTS OF COPPER PIPING IN THE FIELD PRIOR TO STARTING WORK. -------<::,._-AS APPROVED CONNECTION POINT BETWEEN COPPER PIPING (PROVIDED BY PLUMBER) AND PVC IRRIGATION PIPING. COPPER PIPE STUB-OUT SHALL HAVE A LINE SIZED NIA SWEAT X FIPT COPPER ADAPTER PROVIDED FOR CONNECTION TO THE IRRIGATION PIPING. USE A LINE SIZED X 6" SCH. 80 TO.E. PVC NIPPLE ANDA LINE SIZED PVC COUPLING FOR THE CONNECTION. VERIFY LOCATION, SIZE AND STUB-OUTS OF COPPER PIPING IN THE FIELD PRIOR TO STARTING WORK. NO SYMBOL RAIN BIRD ALL VALVE BOXES SHALL BE PVB SERIES, PLASTIC TYPE WITH OVERLAPPING LOCKING LIDS. VALVE BOX BODIES AND LIDS SHALL BE BLACK IN COLOR W 1. 2. 3. 4. 5. BOXES SHALL BE AS SHOWN BELOW: DESCRIPTION 10" ROUND BOXES STANDARD RECTANGULAR BOXES IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE_ LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVE~IT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 15. 16. 17. THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANY EXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW DIGALERT ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TO CONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES. THE CONTRACTOR SHALL INSTALL IRRIGATION MAINLINES SHALL BE LOCATED OUTSIDE OF THE STREET RIGHT-OF-WAY WHERE SPRAY HEADS ARE PROPOSED, ONLY POP-UPS SHALL BE USED WITHIN THE RIGHT-OF-WAY AND WHERE WITHIN 10' OF ANY HARDSCAPE, TURF OR OTHER AREAS WHERE PEDESTRIAN TRAFFIC MAY OCCUR. SHRUB AREAS (BLACK BOXES AND LIDS) PVB10RND PVBSTD DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE IRRIGATION CONSULTANT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LAN SCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN. AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME & ADDRESS SPURLOCK LANDSCAPE ARCHI~ ~¥ / 0 (y• ~3 2122 HANCOCK STREET~ __ ...._!!!-'!!-,,-1(_,l:¼f,...,_ __ "-,!,---~;,U;:,,;,,;,.if"'--._;;;- SAN DIEGO, CA 92110 SIGNATURE DATE PHONE NO: (§.:!Ji) 681-0090 REGISTRATION NO fil.12. EXPIRATION DATE: 03-31-25 NOTE: A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. FINAL AS-BUILT PLANS SHALL BE REVIEWED AND APPROVED BY THE CITY PRIOR TO RELEASE OF SECURITIES. WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. BY~ U0:r &,<f':;J; PHONE NO (619) 681-0090 REGISTRATION NO: 5116 EXPIRATION DATE: 03-31-25 ~ ~11111 DGA planning I architecture I interiors 255Q_Fifth_ Avenue •. Suite I l!i,Sa11 !);"io,<:A92103 ___ 6_19-685:399_()' 1720 8th Street, Sacramento, CA 9581 I 916-441-680() OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK rs APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 AS BLJIL T0 RCE __ _ EXP,----DATE REVIE\JED BY• INSPECTOR DATE ------------+-----+-+----+---I I S20HEET 11 CITY OF CARLSBAD I ;.::;:~;:;:;,~-;;::;;;;:;;;,;;;;;;;;;;;;;;~P~LA~N~N~IN~G~D~IVl~S~IO:::N=====: LANDSCAPE IMPROVEMENT PLANS FOR: JONIS - LOTS 21 AND 22 L2.2 IRRIGATION LEGEND AND NOTES 1-----1---4---------------+---+---,l----+----I ~ p_ . ~/4~/42 I APPROVED:~ :' ~' I 1----+--+----------------+----+--t----+---t ::;P~LA:;:::N::;N~IN::::G:::===;-;::=======:;;:::===:::: DWN BY: PROJECT NO. DRAWING NO. DA lE INl'llAL DESIGNER OF WORK REVISION DESCRIPTION DA lE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: ---LPC2023-0001 & SDP2021-002S 54 0-7 L RVWD BY: ,: ' (li•h (_ City of Carlsbad WELO WORKSHEETS LANDSCAPE MANUAL APPENDIX E P-25(C) De ve lot, me 11 t£i.12; rvice ~- Planning Division 1635 Faraday Avenue (760) 602~4610 www.carlsbadca.gov WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. HYDROZONE INFORMATION TABLE Please complete the hydrozone table(s) for each hydrozone. Use as many tables as necessary to provide the square footage of landscape area per hydrozone. Controller Hydrozone• Zone Irrigation Plant Hydrozone % of Total # or Method** Type/Factor••• Area (Sq. Ft.) Landscaped Valve (PF) Area LOW WATER HZ1 DRIP 0.30 34,294 22% LOW WATER HZ2 SPRAY 0.30 90,456 58% LOW WATER HZ3 SPRAY 0.30 9,329 06% MOD WATER HZ4 DRIP 0.50 16,327 10% MOD WATER HZ5 DRIP 0.50 544 01% LOW WATER HZ6 BUBBLERS 0.30 848 01% MOD WATER HZ7 BUBBLERS 0.50 1 776 01% HIGHWATER HZ8 BUBBLERS 0.80 128 01% ------- ' ~-------- f Total 153 702 100% ... • Hydrozone VL W -Very Low Water Use Plants LW -Low Water Use Plants **Irrigation Method MS = Micro-spray S = Spray "*Plant Factor from WUCOLS Ill or fist as water feature as appropriate MW -Moderate Water Use Plants HW -High Water Use Plants R = Rotor B= Bubbler D= Drip O = Other Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1 -5 with SLA Zone Below -use as many tables as necessary to com lete all 1---1Process1~ Evapotranspiration Rate ETo * Conversion Factor (Step 1 x Step 2) Plant Factor (PF)" (From WUCOLS) (VLW -HW) (0.1 -0.8 Area of Hydrozone (sq. ft. (HA) (Step 4 x Step 5) Irrigation Efficiency (IE *** (Step 6 + Step 7) (Total All Step 8 + Total 0.3 12,860 67,260 0.62 29.14 0.3 0.3 0.5 0.5 90,456 9,329 16,327 544 2,799 272 27,137 0.70 8,164 0.80 .,------~- 0.55 0.80 38,767 5,089 10,204 340 SLA sq. ft. in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA See below for final calculation ETo' West of 1-5 = 40.0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ET a if supported by documentation subject to approval by the City Planning Division *' Plant Factor & Water Use 0. 1 = VL W -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants ***IE Micro-spray= .80 Spray= .55 Rotor= .70 Bubbler= . 75 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Plann;ng Division (Turf and Landscape Irrigation Best Management Practices, April 2005) MAXIMUM APPLIED WATER ALLOWANCE A landscape project subject to the Water Efficient Landscape Ordinance shall include the MAWA for the plans, including the calculations used to determine the MAWA. A landscape project shall not exceed the MAWA The MAWA for a landscape project shall be determined by the following equation: MAWA = (ETo)(0.62)[(0.45xLA) + (0.55xSLA)] The abbreviations used in the equation have the following meanings: MAWA ETo 0.62 0.45 LA 0.55 Maximum Applied Water Allowance in gallons per year. Evapotranspiralion in inches per year. Conversion factor to gallons per square foot. ET adjustment factor (ETAF) for plant factors and irrigation efficiency. Landscaped area includes special landscaped area in square feet. The additional ET adjustment factor for a special landscaped area (1.0 -0.45 = 0.55) SLA Special landscaped area in square feet. Show Calculation: (47)*(0.62)[(0.45 X 153,702) + (0.55 X 0)]=2,015,494 MAXIMUM APPLIED WATER ALLOWANCE= __ 2_,0_1_5_,4_9_4 ___ GALLONS PER YEAR Hydrozone Table for Calculating ETWU Please complete the hydrozone table(s). Use as many tables as necessary. CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) Hydrozone Number (1 -5 with SLA Zone Below-use as many Evapotranspiration Rate ETo * Conversion Factor (Step 1 x Step 2) Plant Factor (PF)" (From WUCOLS) (VLW -HW 0.1-0.8 Area of Hydrozone (sq. ft.) 'HA (Step 4 x Step 5) Irrigation Efficiency IE)*** (Step 6 + Step 7) 0.3 848 254 0.75 339 0.62 29.14 0.5 0.8 1,776 128 888 102 0.75 0.75 1,184 136 (Total All Step 8 + Total _ SLAsq. ft in Step 5) (Step 3 x Step 9) Estimated Total Water Use in gallons per year (ETWU) -Total shall not exceed MAWA 1,659+67,260 = 68,919 68,919 X 29.14 = 2,008,300 ETo' West of 1-5 = 40.0 East of 1-5 and West of El Camino Real= 44.0 East of El Camino Real= 47.0 Applicant may provide a different ETo if supported by documentation subject to approval by the City Planning Division " Plant Factor & Water Use 0. 1 = VLW -Very Low Water Use Plants 0.3 = LW -Low Water Use Plants 0.5 = MW -Moderate Water Use Plants 0.8 = HW -High Water Use Plants ***IE Micro-spray= . 80 Spray= .55 Rotor= .70 Bubbler = .7 5 Drip= .80 Applicant may provide a different IE if supported by documentation subject to approval by the City Planning Division (Turf and Landscape Irrigation Best Management Practices. April 2005) I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN stueer1ey + a sociates C: \DRAWING FILES\TITLE SHEETS\XXXX.OWG 7/20/2019 lRR/6ATION t/£'.:il(;N AND CONS\Ji."flNG Marnet~, C;; 92563 e: infa@>'.~o,r,n,;;;vJ»o<:.c(t',r,{t: \$51) 461·1)830 '/l' \~W\V.\'Ni;o.:ney,11soc.c-6m'.f: f:l~i) 461°1:\$50 ESTIMATED TOTAL WATER USE A landscape project subject to the Water Efficient Landscape Ordinance shall include the ETWU for the plans, including the calculations used to determine the ETWU. The ETWU for a proposed project shall not exceed the MAWA. The following equation shall be used to calculate the ETWU for each landscaped area and the entire project: ETWU =(E'l'o)(0.62) x +SLA (PF HA ) IE The abbreviations used in the equation have the following meanings: ETWU ETo 0.62 PF HA IE SLA Estimated total water use in gallons per year. Evapotranspiration in inches per year. Conversion factor to gallons per square foot. Plant factor from WUCOLS Ill Hydrozone Area in square feet. Each HA shall be classified based upon the data included in the landscape and irrigation plan as high, moderate, low, or very low water use. Irrigation Efficiency of the irrigation method used in the hydrozone. Special landscaped area in square feet. IRRIGATION CONTROLLER RUN TIMES ·poc ctr Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV lJEC Plant 1 Jrdg. Type ETo I Month finches}; 2.20 ETo I Da,y dnches): 0,07 trrfi;fattbn Days J Week~ U''..--:-:, -::·,, 28:0 3.40 0.10 O.H ;; ., A ;,: ·-. '. ·-,",:/N:'.'-:; 3.80 4'.90 4 70 5.50 4.00 4.50 3.40 2.40 2.00 44.50 0.13 0.18 0.16 0.15 0.11 0.00 OJ)!\ ~ .·•.•·~-- AKc Pr Rate I IE JAN I FEB MAR APR MAY JUN ' JUL I AUG I . .SEP I OCT I NOV I DEC I ! • 6.2 5.7 5.9 S0.2 74.1 77.1 : : ' 5.9 5.7 I 5.9 74.1 I 77.1 5.6 73.1 6.2 I 4.5 4.8 IMin)Day/Zone au.2 I ss,5 B2:i1 ITot!l MinJ'Dav .i.:o;,., .. \'iij.~f,~~1".,alitrrnt. •:•;,,,: -0.10::.i,:\;c~;?q: <> r,,;.J 61 I £.4 71 6.5 6.5 6.7 J &.5 I 68 6.4 7.1 I 5.1 5.5 IMinJD•ylZone I n 6.5 I B.8 28.2 26.1 I 27.1 10.3 o.s I o.9 41.1 38.o I 39.5 1.3 I 1.4 1,5 9.3 I a.a 10.7 9.9 l 10,3 2.6 2.4 2.5 10.2 9.5 9,8 6 7 1 6.5 I 6.8 I 6.4 I 7.1 26.9 I 26.1 I 21.1 25.7 I 282 9,B I 9.5 I 9.9 I 9.4 I 10,3 30.2 I 38.0 39.6 37.5 I 41.1 15 I 1.4 I 1.5 1A I 1,5 10.2 I 9.9 I Hl.S 9.8 I 18.7 5.1 5'.5 MinJOayiZone 20.6 22.1 Tc>t,I Min./Day 7.5 I 8. 1 IMln./Da,JIZone 30.0 I 32,3 IToto!Mln.lDay 1, 1 I 1.2 1Mln.!Day/2tine 7.8 I 8.4 I Tola I-Mln./D<lv 2A I 2.4 2.5 9.7 i ll.5 9.8 2.3 I 2.6 I 1.9 I 2.0 9,3 I 10,2 I 7,5 I s.o M:!nJDay/Zorre TotalMin.tDa:y Totat Number of' zones: I ,tl6 363 384 421 389 405 401 389 405 384 421 307 330 Total Mtn./Day To!QI C-ontroll:er Run Time in Hour$-: 8.05 6.40 7.02 6.48 ·a.74 6.6S 6.49 ~.74 6.40 7.112 5.12 5.50 Total Hrs./Day . JAN FES MAR APR MAY JUN JIJL AVG SEP OCT NO\/ DEC IRRIGATION CONTROLLER RUN TIMES POC or C-o.ntroller JAN FEB MAR APR MAY JIJN JUL AUG SEP OCT NOV DEC 'fot,1./ Avg. ETO I Month {Inches): 2 20 2.8\l 3.40 380 4.00 4.70 5.50 4.90 4.50 3AO 2.40 2.00 44.50 ETo / Oay (lnehos): 0.-07 0.11 0.13 D 16 0.16 trrigatton Days/ Week: ''..};:-;-1.','.,< Plant/ lrrfg. Type AKc I Pr Rate I IE JAN I FEB MAR APR I MAY JUN I JUL I AUG I SEP I OCT I NOV I DEC 1--"·· ___ ... ___________ _ µ1;,.;,., 9){#ti>,¥\!,,i?i>f~fil,i:ig/ :•.·, -'L O;,$tl; "'1 1 . , 5.3 I 5.6 Pl'lp;:Ti:ii,(jjii,JXP"' · ./ •. • .· >·•!Number of Z<>nes: I·, <i4 •Yi:I 10.6 I 11.3 6:2 12.3 5.7 I H.4 I 5.9 5.S I 57 I 59 11.9 I 11.s I 11.4 I 11.9 5.6 I 6.2 I 4.5 I 11,3 I 12.3 I 9.o I 4,8 iMlnJOaffZorJe 9.7 1Tota1 Mln.lO<!y Total N-umberofZones:: I 7 Total Controller Run Time in Hours; . ETo-I Month (Inches): ETQ / Day {tnclJes): Irrigation Days 1 Week: P!ant I trrig. Type AKc I Pr Rate I IE 1.4 I 1,5 1.,5 1.4 I 1.5 I 1.5 I I 1.5 I 1.4 I 1.6 I 1.4 I 1.5 I 1.1 I 1.2 IM'tn.!Da)r/Zone 1,4 I 1:s I 1.4 I 1,5 I 1:1 I 1.2 I Total Min,/Day 36 3B 42 39 40 40 39 40 3B 42 31 33 Total M!n./Day 0,61 0.64 0.70 0 .. 65 0.67 0,67 0.65 0.67 0.70 0,51 0.55 Tola l Hrs./Day JAN FEB !IIAR APR MAY JUN JUL AUG SEP OCT NOV OEC IRRIGATION CONTROLLER RUN TIMES JAN 2.20 FEB 2.80 0.07 0.10 ,.,< ;., . ·A J•. MAR 3.40 0.11 APR MAY JUN 3.80 4.90 4.TO 0.1-3 -0.16 0.16 JUL A!JG SEP OCT NOV DEC 5.5D 4.90 4,50 '3.40 2,40 2.00. T-otal f Avg. 44.SO 0.12 JAN I FEB-I MAR APR I MAY I JUN I JUL AUG' I SEP I OCT I NOV I DEC I 6.i I 6,4 I 7.1 18.2 I 19.3 I 21.2 6.5 I 6.8 I 6.7 19.5 I 20.3 I 20.1 65 I 6.8 1s.e I 20.'3 6.4 n I 5.1 I 5.5 1Mln./Oay/Zooe 19.3 21,2 I t~.4 I 16.6 ITot,!Mln./Oay Total Number of Zones:! 7 39 41' 45 42 44 43 42 44 41 45 33 36 Total Min./Day 0,59 TOia! Hrs./Oav Total ControUet R.Un Tim-e ln Hours: 0.65 0.69 li.76 0,70 0.73 0.72 0.70 0.76 0.55 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV OEC . . ; : "' ' ,. -; ' -~ j ........... _: ··---•'-"""''·' NQte: These-:SChedute-sare Intended· ont.y, for compliance with .iQcal munietpal codes a net the water efficient fanctsc,ape ordinance. The.se-caiclflatie,ns ,repr,esentthe MAXJMVM REASONAJ3;LE· run ti,mes and are 11sed to ensure that all, irrigation m:a:y be compteted dur'jng t1)e -sp:e.cific wat,er,ing window 1attowed, These schedufes do not lncl.ude rainfall. Site SOU types, spectflc. exposures {shade versus sun), actual itri9ati:On days, or· specific slope -position. lt is solely the respohsibiHty of the irrigation contractor to program the controller as required: to apply. the-corre-ct amount·O-f irrtgatl'on :water for the limdscape. All smartcontroHersshall be p-rogrammed usfng the specified ET or we:athe-r-senstng e-quJpnl'ent, satellite-provided.ET data, son mofsture sensors, and rat'n shut off devices as requlred. Contractor-shalt p-rovide a cctntroUer schedule inside .the c.tmtroUer cabinet prl-or ·to final turnover of the project to the owner. An 8 hour wate-ring window -shalt not be excee®cl, contracto, to _program the controller to-run multiple valves stmuttaniousl.y ~re ap-pllcab-Je by flQW t-o reducettre overall waf!:l:rtng run tim~ 9f this-controt-sy$m ... VALVE CALLOUT LEGEND I CONTROLLER LETTER/ STATION NUMBER I VALVE SIZE IN INCHES I 'VALVE FLOW RATE IN G.P.M. Kl.O 1· 35 30 -OPERATING PRESSURE (PSI) 1,750' HZ1 DT 0.70 1,500 -ZONE AREA (SFT) TUBING / L L L ZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART NUMBER HZ 1 HZ2 HZ 3 HZ4 HZ 5 HZ 6 HZ 7 HZ 8 LETTERS DT DE R TB LENGTH OF DRIP TUBING- FOR DRIP TUBING ZONES HYDROZONE DESCRIPTION CHART DESCRIPTION OF THE HYDROZONE WUCOLS PLANT FACTOR LOW WATER USE PLANTING WITH DRIP L 0.30 LOW WATER USE PLANTING WITH OVERHEAD L 0.30 LOW WATER USE BIOSWALE PLANTING W/OH L 0.30 MEDIUM WATER PLANTING USE DRIP M 0.50 MEDIUM WATER USE VINES DRIP M 0.50 LOW WATER USE TREES WITH BUBBLERS L 0.30 MEDIUM WATER USE TREES WITH BUBBLERS M 0.50 HIGH WATER USE TREES WITH BUBBLERS H 0.80 IRRIGATION METHOD DESCRIPTION CHART DESCRIPTION OF THE IRRIGATION DRIP TUBING DRIP EMITTERS ROTOR HEADS TREE BUBBLERS TYPE IR. EFFICIENCY DRIP 0.81 DRIP 0.81 ROTOR 0.75 BUBB 0.75 ~ ~11111 DGA planning I architecture I interiors 550 EIits ·Street, Mountain View, CA 94043 ·--------~ . . .. --··----·----~----------. 20 I Filbert Street, 3rd Floor, San Francisco, CA 9413~ ---· --.. --,--, --" .. ,, .. _,,,,,, ---------__ ,, ________ ------•-·---- ??:?!?: ~!-~~-~~~-~IJ_e! .. ~-~it~ __ I __ 1 _?,:_~~~ ~i~~•-~--~~·-~-~~ 1720 8th Street, Sacramento, CA 95&1 I. OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 415-477 '2700 619-685-3990 . -. -----~ -------. - 916-441-6801} SPURLOCK RCHfTE TS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH RCE __ _ EXP,----DATE REVIE'w'ED BY1 INSPECTOR DATE l----+--t------------t---+--+--t-----il51rETII ;;;LANDS:::;:;;;;;;;::;C;::;_AP.;_:E;;:::;;J'U;:;;rp;;RO;;:;;;;VEMENT;;;;;;:;;;;;_;;;;;;::::;;;:PLANS;:;:;;;;;;::::;FO;;;;;;;R:;:::::======: CITY OF CARLSBAD PLANNING DIVISION ION/8 - LOTS 21 AND 22 L2.3 IRRIGATION CAL ULATION I APPROVED: J2 .,,,/~ 1----+---+--------------i----t--t---t-----i ~ !lL--eeh1lz'> 1----+--t---------------t-----t--r---r-----i ;:;P;::;;LA;;;::N;::N;;;;IN:;:G:===;-;::::=:::::::::=:::::::===:;;=:::::::==:::::: DA 1E INITIAL DA 1E INITIAL DESIGNER OF WORK REVISION DESCRIPTION OlllER APPROVAL DA 1E INITIAL CITY APPROVAL OWN BY: ---1 PROJECT NO. DRAWING NO. CHKD BY: ---1 LPC2023-0001 & SDP2021-002 540-7 L RVWD BY: ~-------INSTALL POP-UP SPRAY HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1------POP-UP SPRAY HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER INLET HAS 112" NPT THREADS ~112" fr INSTALL POP-UP SPRAY HEAD 112" ABOVE FINISHED I -=1 I I~~ GRADE IN SHRUB AND GROUND COVER AREAS w111m11 m1-----UNDISTURBED SOIL ~ l.lf;:;l illi Ii' 1111 mr ~----SIX (6) INCH POP-UP SPRINKLER HEAD 12" ,----PRE-ASSEMBLED POLY. TRIPLE SWING JOINT, 112" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW FINISHED GRADE AT DEPTH SHOWN ON J.-,,..---li.'.J.k======:Z~~vji,__J_~LEGEND AND PIPE INSTALLATION DETAIL ,-----,,-,,.-------TWELVE (12) INCH POP-UP SPRINKLER HEAD I ; ./_,/ ,,./ ~iJI ;·,/ .... /-------12" POP-UP HEAD SWING JOINT CONFIGURATION NOTE: INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @ POP-UP SPRINKLER HEAD SHRUBS OR GROUND COVERS, -----------r"' SEE PLANTING PLANS MULCH LAYER, SEE PLANTING PLANS--:ce7"C-;-:--::.:c-:'.'C.'-. SECTION VIEW· N.T.S. ©~201+5--..y&~l!I:, TURF, SEE PLANTING PLANS----1111 FINISHEDGRADE-------~al;;;l~aa;;loi_liialo;i;;l;;~~i-__,_ --=-n~:sDH:DSOIL AMENDED SITE SOIL 111rn1 11rn1 11rn1 11rn1 11rn1 11rn1 11rn1 111 4':, IN SHRUB BEDS :~i~:N~~16;1~B~~1Tf~~~, W=ill=ill=ill=ill=ill=ill=W= 6 IN TIRF AREAS SEE LEGEND FOR BRAND, MODEL AND PERFORMANCE 17mm BARBED 90° ELBOW OR BARBED TEE FITTING i I Iii I l;:;:;-11 I;;:\ 1-1 I 11 I 11 I 11 I 11I1111,1 -11!-111-111- 1 ~I I I I I I 111 I I I 111 i I I I I 1~1~1 I 11~~1 I I I I 11 BLANK 17mm DRIP TUBING,---------'-'-'-'-'-'-__;.-'-'-;,..,;.;---1 I 11-, I 1-1 I I- LENGTH AS REQUIRED Tf111rn111rn111 1 11 111 , 111 1 12" MINIMUM 1/2" MIPT X 17mm BARBED MALE ADAPTER FITTING 'I I l;:;:;111, 1 i I 11 1_ 11 I 11 I ii. I 11 I 1µ' '1 I 1ffi0 '.'ff I I I I I -__ _}-=il~i-f'~'I Iii~~ SCH. 40 PVC SLIP X SLIP X 1/2" FIPT -, 1 1 W:- TEE FITTING, HEADER SIZE BY 1/2" DRIP TUBING SUPPLY OR DISCHARGE------+-+-- HEADER, PVC LATERAL LINE PIPE, 1" MINIMUM SIZE, OTHERWISE SIZE PER THE DRAWINGS GPH IRRIGATION PRODUCTS 9" PVC--~ COATED WIRE STAKE, #GDTS140900, INSTALLED FIVE (5) FEET ON CENTER NOTE: DRIP TIJBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90" ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TIJBING, USE A TEE FITTING AND ONE ADAPTER FITTING FOR THE CONNECTION SECTION VIEW· N.T.S. ® DRIP CONNECTION i)::'lf[~"':c:f~T/:~TJ•-'Ji}J·::;/l~:;:,t:'2:,1iJ"':D'(/J~fL';JTi:EifH:=fr-:.-AMENDED BACKFILL MIX, SEE PLANTING PLANS • ·· ' .•. • t· '-'-'J UNDISTURBED SOIL ct,·.:•:.-.·, • r· • •, • ••:·:J•,...,,,. _· -,~""11 nl!e-f'-ROOT BALL OF TREE OR PALM -~ ., -t~; S JJ)J<faf.t"µ.· ~ ;,,.,,.,,.,,;' S J-fb"'n"'-';--6" POP-UP STREAM BUBBLER HEAD WITH NOTE: •1••,:•,. . , . ·,,,,:,"t, •. A go· ARC PATTERN THREE (3) STREAM , • , , . BUBBLER NOZZLE, SEE THE LEGEND FOR ALL . • • , • REQUIRED COMPONENTS. ADJUST THE .. ", --, . NOZZLE STREAMS TO WET THE ROOT BALL tu .. ,,.,.cl.u.r AND AMENDED SOIL AREA WITHOUT HITTING. .. THE TRUNK OF THE TREE OR PALM. SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION. 314" PVC LATERAL LINE PIPE 314" PVC TEE FITTING -------3/4" PVC LATERAL LINE PIPE FROM RCV POSITION MSBN-500 STREAM BUBBLER HEADS 6" FROM THE ROOT BALL. POSITION MSBN-250 STREAM BUBBLER HEADS 1" FROM THE ROOT BALL. @ TREE BUBBLER LAYOUT l DRIPLINE TUBING EXTENDS TO LIMITS SHOWN ON PLANS .J'-·-·-·- J, I • CENTER FEED SUPPL Y---a HEADER, USE TEES : .J'-·-·-·-• .J'--·-·-· ' ' • -·-·--- PLAN VIEW· N.T.S. @"'i")riglll 2014 s-,oy If~ he. 12'' ~-------INSTALL POP-UP ROTOR HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1------POP-UP ROTOR HEAD, 6" -12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER INLET HAS 314" NPT THREADS. 1#f11,1@n=~~'--------INSTALL POP-UP ROTOR HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS 1I i' I l!il~l UNDISTURBED SOIL 1I lilll I l!JJi I 11 ::::::1 ! 1:::::::1 11:::::1 ,,-----SIX (6) INCH POP·UP ROTOR SPRINKLER HEAD ~--PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 3/4" MIPT INLET. OUTLET AND NIPPLE WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. WITH PVC STREET ELL. 6" POP-UP HEAD CONFIGURATION SHOWN. I SCH 40 PVC SxSxTTEE FITTING, LATERAL X LATERAL X I 3/4" SIZE WITH FIPT THREADS PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW FINISHED GRADE AT DEPTH SHOWN ON i,..----J~k======::z~[Llll-1-~LEGEND AND PIPE INSTALLATION DETAIL / ~-'---+------TWELVE (12) INCH POP-UP ROTOR SPRINKLER HEAD -------12" POP-UP HEAD SWING JOINT CONFIGURATION NOTE INSTALL ROTOR HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL ROTOR HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL ROTOR HEADS 12" FROM THE FACE OF BUILDING WALLS QR WINDOWS. INSTALL ROTOR HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA WITHOUT QVERSPRAY ONTO PAVING, FENCES. WALLS OR BUILDINGS @ POP-UP ROTOR HEAD SECTION VIEW· N.T.S. @~ 2014 s.n.y a 1aiocn,, k>O. + PVC HEADERS EXTEND ACROSS J, DRIPLINE TUBING ---~1 PLANTED AREAS FOR DRIPLINE EXTENDS TO LIMITS TUBING GRID (TYPICAL) 1 SHOWN ON PLANS _.. i i ♦ , -, -, --,i'-T1 DISCHARGE HEADER,'' · ·-END FEED SUPPL y HEADER, ' i j · , USE 90' ELBOWS : USE 90° ELBOW FITTINGS 1K,, ... ., . , ,g_ .. ~. ~~~~T~~~ BP~cwiifDER " ,, !t-. -. -. --,I'--., i• -, --,I'- ! • I I ' .J'--·-·-· • CONNECTION BETWEEN____/ : ®', ., -•.-----FLUSH VALVE/ INDICATOR HEAD, ' a _ . _ . ---1 INSTALL ON DISCHARGE HEADER 1._ _ . _ :◄,;-_---PVC DISCHARGE HEADER, SEE . :---PVC SUPPLY HEADER, SEE PLANS, -,I'- .J'- DRIPLINE AND PVC HEADER 1 ---·--- I i' PLANS, 1" MINIMUM SIZE, • 1" MIN. SIZE, 12" BELOW GRADE . _ . _ . __ . __.; 12"BELOWGRADE " _. _. _ --,J'- -~--• --••-~, ~h~ ,_ -+•••-•• --e ----•,~'---• ~ -• e •••••--N --MO,o ••-0 '•' •••-,_. ,:: . <••~ • 1---PVC SUPPLY HEADER, SEE PLANS, 1" A. · MINIMUM SIZE, 12" BELOW GRADE DRIP CONTROL VALVE-:--,.._ SEE PLANS AND DETAILS FOR INSTALLATION PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1" MINIMUM, INSTALLED 12" BELOW GRADE " '---DRIPLINE TUBING ROWS, SPACING APPROXIMATELY L PVC LATERAL LINE TO ADJACENT AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. '-----PAVING SURROUNDING AND ADJACENT TO PLANTER AREA "------------VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE. 1" MINIMUM, INSTALLED 12" BELOW GRADE PLANTER. PLAN VIEW· N.T.S. @~2\116Sffiney&~~ 0 DRIP TUBING LAYOUT ~,.osCAPt ~ \. \.-'t,\IGERS ._ -1,p_ ,frq)+ .t, ~~ I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN su1eeney + as:30C:."'!iate ff~~,~~ ~ " -a • ~ J"_..,. ~ \II: C: \DRAWING FILES\TITLE SHEETS\XXXX.DWG 7/20/2019 ·1HR!CAT!O% D'ESl(~N ,b,ND CONSULT!f·)G 3'S7SO Sky Citnyo:i Dr\vu, ~,dt<' C Muni.eta, Ca. 92563. e, info{!'l:;we,.e,~,:,\'clSSOLC:tnn(t· \951) 461-68~0 w, wWwJ,w,•errtya,s0r.Cjro(C: {951) 461--6850 "1: r;.~ t or c~c,~0 .--1rat1an Date: NOTE _,,,,,,---PRESSURE COMPENSATING DRIP / EMITTER, SEE LEGEND FOR MODEL .,.-----112" SCH 80 PVC NIPPLE, LENGTH AS REQUIRED ~~? _____ _ ':' FINISHED SOIL GRADE 111~~~,111111~-----UNDISTURBED SOIL I 1i' 111Ii'11 1111 =111=111=1 .,,,----SCH 40 PVC THREADED COUPLING SIZE AS PER SPRINKLER INLET ,-----PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 6" LAY LENGTH, SAME MANUFACTURER AS BUBBLER HEAD, SEE LEGEND. ,----SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE ,---LATERAL LINE, SEE SPECIFICATIONS ,.----...::s, '',:::;~1--L-FOR TYPE AND DEPTH REQUIRED INSTALLEMITTER PLUMB AND 2" ABOVE FINISHED SOIL GRADE. PLACE EMITTER ADJACENT TO ROOT BALL OF VINR BEING IRRIGATED TO ALLOW FOR WETTING OF THE VINE ROOT BALL DURING OPERATION. SECTION VIEW· N.T.S. @ DRIP EMITTER ON RISER TOP OF SLOPE--~ IN-LINE DRIP TUBING IN ROWS 12 -16~ INCHES ON CENTER (SPACING INCREASING FROM TOP TO BOTTOM) ---------- -· __ ,_, ·-· , @~2ll18Snt"'f/,/eo::im, Inc. PVC HEADE'.i 7 ~N 3/4" SIZ~ - ~ ~ , f '-MIN SIZE 3/4" FLUSH VALVE -TO LEGEND IRRIGATION RCV INLINE LATERAL SWING CHECK BOTTOM OF SLOPE -D-RI-P coNNE-CT-oe ,ce-~~l---~~~~~~0lt-AN-J VALVE TO BE PLACED BETWEEN DRIP TUBING AT 2' ELEVATION INTERVALS OR AS NECESSARY TO PREVENT EXCESSIVE LOW HEAD DRAINAGE INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN SECTION VIEW· N.T.S. ©~ 2014 5ln!c!lq ,t ~ hie. @ DRIP ON SLOPE DA1E INITIAL DA1E INITIAL DA1E INITIAL DESIGNER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Mpuntain View.CA ~4043 650-943-1660 -••N•~ •-•-•••-••• '~•" • • •• ,_, __ ,, __ •-" , . ., ____ ----••+ ••----~------•• ~•--••• ~--» 20 I PHbert Street, 3rd Floor. S._;:m Fra:neisco·, CA 941-33 -··· --·••'• ----- 2550 Fifth Avenue.Suite I 1_5,SanDiego,Cl>.92103 I 720 8th Street, Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 415477-2700 --,. -- 619-685,3990 ------------------- 916-441-6800 SPURLOCK NOS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH RCE EXP. DATE REVIEIJED BY• INSPECTOR DATE I 22TII CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: /ONIS - LOTS 21 AND 22 L2.4 IRRIGATION DETAILS I APPROVED: fi "" 1( ~ <eu1&."> I PLANNING OWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-002£ 540-?L RVWD BY: **FOR DOMESTIC WATER EQUIPMENT, INSTALL EQUIPMENT WITHIN BLACK BOXES AND OMIT RECYCLED WARNING TAGS** ;;;;;;;;,_;,.;;;~;;;;,;;;;;;;;,.;;;;;;;;;;;;;;;;;~;;;;;.;;;;;;;;;;;;;;,;;;;;;,;;;;;;,;;;;;;;,;;;;;;;;,'1-"---AMENDED SOIL/' 111 i 1111 i 111 i i 1111 i 1111 : I 1111 i 11111-1111 i 11111 4" ~NUSB~~~L~NDs~frE:TION ,,,-----'---'--, ~;;-~~~---'--'--f,P-"'S~---'-'--, ---DRIP TUBING ---AMENDED SOIL' BRING SOIL LEVEL TO 4.5" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALLATION WIRE STAKE RECOMMENDED INSTALLATION: • AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 4.5" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4.5" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING AND OBSERVATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE. NOTE: INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING ..,_,,.,.. ____ POP-UP INDICATOR HEAD, WITH A ,1'---·4"---,1''------6 ----hf GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN-R, PURPLE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. 12" ,,_,,.,_,,..,., i l ' ' rt1/2" DIRECT FLUSH STREAM INTO PLANTER. ~ INSTALL POP-UP INDICATOR HEAD -111-1/2" ABOVE FINISHED GRADE IN 11 I SHRUB AND GROUND COVER AREAS m::-UNDISTURBED SOIL 11=1 ----SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL r""~-··'<-, -----------DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL i.,~----.J ' : ' . ----DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL 1----SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS f-----12" POP-UP HEAD, SEE LEGEND I----PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512. WITH PVC STREET ELL. 1----DRIP SYSTEM DISCHARGE HEADER '-,.<;,;;;;;";1 PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE PER THE DRIP INSTALLATION DETAILS INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. SECTION VIEW-N.T.S. SECTION VIEW -N.T.S. ©CllllJ!l9I! 2014 5-111)-,t ~' Jnc. ©cowlJhl 2014 S-,., .t ~ ~ DRIP TUBING LAYOUT (SECTION) 0 FLUSH VALVE/INDICATOR HEAD .----------PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN UPSTREAM OR DOWNSTREAM OF THE SENSOR AS SHOWN .------FINISH GRADE IN TURF AREAS .---PLASTIC RECTANGULAR VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. --------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ..,__ FINISHED GRADE IN SHRUB AREAS ,...,_~!lt;i!,-\ml:'!:Jfl:':~--24" WIRE LOOPS AND ,._---10 PIPE DIA,-. -~-1 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX FLOW SENSOR, SEE LEGEND ---~ FOR BRAND, MODEL AND SIZE TWO WIRE PATH TO CONTROLLER, --✓ IN CONDUIT IF INDICATED ON THE LEGEND BRICK SUPPORTS, 4 REQUIRED ----' NOTE: GPH GDBRY6 WATERPROOF WIRE CONNECTORS PVC MAINLINE TO THE IRRIGATION SYSTEM. USE SCH 80 PVC 45" ELBOWS TO ACHIEVE THE MAINLINE DEPTH AS REQUIRED USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW -N.T.S. @ODj>)ri/JtZ0\45-lrjtmociale,!nc CD FLOW SENSOR I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN C: \DRAWING FlLES\TITLE SHEETS\XXXX.DWG 7/20/2019 UJ ,---------FINISHED GRADE IN TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. 2" FINISHED GRADE IN SHRUB AREAS .------1.=1;;,.,.11_:_: ----LASCO "SLO-CLOSE" SCH. 80 PVC, =1 I lill 111 TRU-UNION BALL VALVE, WITH HOPE ~ 11 111 BUTT FUSED CONNECTIONS. 2" SIZE I I=III= PER MANIFOLD MAINLINE 6" ,'k--Hf----{;~~~------RECYCLED WATER WARNING TAG l~~l------CHRISTY'S MODEL ID-MAX-P2-RC009 I~ 6" DIAMETER PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM :15<!-----BRICK SUPPORTS, THREE (3) REQUIRED -----ONE CUBIC FOOT OF 3/4" CRUSHED GRAVEL -PVC IRRIGATION MAINLINE, SEE LEGEND FOR SPECIFICATION ~------SOLVENT WELD PVC CONNECTIONS NOTE: PROVIDE ONE (1) 30" LONG STEEL ''VALVE KEY" FOR EACH TEN (10) BALL VALVES INSTALLED ON THE PROJECT. @) BALL VALVE ssoclat s /:i.Nn CONSULTING 3S:73G Sky ;:,dnyon Dfi~\l, Suite C rvtnrrie,ta, r;.;,· \)2563 €' Jnfo@lsweenfyc,s~o~.cr>m,t: {ft51i 461-6830 w; ww\JJ/.4,weeneyo,,oc.cortnfc (9'51J 'lill-685() SECTION VIEW -N.T.S. @~21l1t~t~klc. ~-------FINISHED GRADE IN TURF AREAS FLOW - PVC MAINLINE PIPE FROM WATER METER, USE SCH. 80 PVC 45" ELBOW FITTINGS TO ADJUST PIPE DEPTH INTO THE VALVE BOX. SCH. 80 PVC. LOOSE RING,--~ FLANGE WITH SLIP END NOTE: PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. !lo--FINISHED GRADE IN SHRUB AREAS ,---\'/,~±!cci'---RECYCLED WATER WARNING TAG, i' 111 Ii' I 1= CHRISTY'S MODEL ID-MAXP2-RC009 -PVC MAINLINE PIPE TO THE t">----"'---'---IRRIGATION SYSTEM 111-----LANDSCAPE FABRIC, WRAP UP AND OVER ALL OPENINGS BRICK SUPPORTS, FOUR (4) REQUIRED ~-----3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ~--------SCH. 80 PVC, LOOSE RING, FLANGE WITH SLIP END ~----------BASKET STRAINER WITH FLANGED ENDS, PRESSURE GAGE, AND 80 MESH STAINLESS STEEL Fil TER ELEMENT USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW-N.T.S. 0 RCVV BASKET STRAINER NOTE: .------------FINISHED GRADE IN TURF AREAS ,---------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ,------PLASTIC 10" ROUND VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT ANDLOCK-KIT. HEAT BRAND "QCV" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. 2" -FINISHED GRADE IN SHRUB AREAS ~---~-QUICK COUPLING VALVE WITH 1" FIPT INLET ITT ITT ' THREADS, ACME QUILL THREADS, AND A -I~ 11 I LOCKING, PURPLE COLOR CODED CAP 11=111= r---llc'--=--3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH 11----LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, THREE (3) REQUIRED M--------REBAR STAKES, #3 X 24" LONG, TWO (2) REQUIRED fa-B---1:!--------LASCO SNAP-LOK PVC SWING JOINT WITH 0-RINGS, A MALE 1" MIPT THREADED PVC INLET PVC STABILIZER ELBOW 12" ' ' Y LENGTH AND SNAP-LOK COLLAR. LA us BR E #G13S-212 WITH A 1" MIPT THREAD ASS OUTLET. ~----------------SC H. 80 PVC SST MAINLINE TEE FITTING, AINLINE SIZE X 1" FIPT FOR CONNECTION M TO THE SWING JOINT ""QUICK COUPLERS SHALL BE OF A TYPE APPROVED FOR R ECYCLED WATER.4 " WHEN QCV IS LOCATED ON A MANIFOLD, USE A SCH. 80 SxT 90" ELBOW IN PLACE OF THE TEE FITTING. SIZE THE ELBOW AS MANIFOLD MAINLINE SIZE X 1" FIPT. USE A NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FIT TINGS. SECTION VIEW -NTS. @"'l')'rlghl:101~~.t~loo. ® QUICK COUPLER VALVE ~,<OSCAp, ~ \, \.tUGERs .._ -1,?. ~ ~+ ~ &-.,,.. Cl,-;$-ff"~ ~~ ..J re ► -I • M~ • ~r ~L~ ,~ "1: 4"" f' OF c~1-1I E:1mfratfon Date: NOTE: .------FINISH GRADE IN TURF AREAS ,---PLASTIC RECTANGULAR VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45" ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ,ll--ll!J:iffi!±[;a,.---24" WIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS r"--,t--PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS AND SPECIFICATIONS ~-BRICK SUPPORTS. 4 REQUIRED TWO WIRE PATH TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND '------3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH '------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX ~----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE '-----LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW -N.T.S. @~201~S-Z.,11.~lnc. 0 MASTER CONTROL VALVE ~-----FINISHED GRADE IN TURF AREAS BRICK SUPPORTS, FOUR (4) REQUIRED ~-PLASTIC RECTANGULAR VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT . INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. INSTALL A CHRISTYS MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 ~ffiaae---24" \NIRE LOOPS AND GPH GDBRY6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90" ELL FITTING' F'I--PVC MAINLINE PIPE" PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED LASCO #896 PVC UNION----' TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE SLIP X MIPT, SIZE PER RCV. TWO (2) PER ASSEMBLY ~--111--+--+--3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO-----~ COVER BOTTOM AND ALL IV-SCH. 80 PVC TEE OR 90' ELL SIDES OF VALVE BOX FITTING ON MANIFOLD MAINLINE, ELECTRIC REMOTE CONTROL SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) VALVE, SEE LEGEND FOR TYPE • ABOVE INDICATES SIZE PER RCV NOTE: USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. SECTION VIEW -NTS. ©~21l14Slleeriey!'~lot. @ REMOTE CONTROL VALVE DAlE INITIAL DAlE INmAL DATE INmAL -REVISION DESCRIPTION DESIGNER Of WORK OTHER APPROVAL CITY APPROVAL ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street Mountain View, CA 94043 20 I Filbert Street, )rd floor. San Francisco, CA 94133 .... -·-·-·-·-···-·---· ....... ,. .... ,_,,.. .. 2550 FifthAvenue,Sulte 11 San Diego,CA92103 i ifo 8th Stre~t, S~~,,;:l'llento, CA 95ST! 650-943-1660 415-477-2700 6 I 9-685-3990 9 I 6-44 i. -6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH RCE EXP. DATE REVIEIJED BY• INSPECTOR DATE I 5;TII CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: /ONIS- LOTS 21 AND 22 L2.5 IRRIGATION DETAILS IAPPROVc:D'.,b-i~ e,,{li.&"2 PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-002£ 540-?L RVWD BY: I I **FOR DOMESTIC WATER EQUIPMENT, INSTALL EQUIPMENT WITHIN BLACK BOXES AND OMIT RECYCLED WARNING TAGS** ,--------FINISHED GRADE IN TURF AREAS .----INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV .---DRIP SYSTEM WYE FILTER. SIZE PER RCV !PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE, HEAT BRAND ''RCV" AND CONTROL STATION# ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 l':'g-4-E'e!---RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 ~IH5le~~mo~~~~~JriQ~!;~J:-::::::--24" WIRE LOOPS ANO GPH GOBRY6 WATERPROOF WIRE CONNECTORS PVC PIPE.- AS LATERAL '----,,,.. LINE, SIZE PER PLANS.TYPE PER LEGEND BRICK SUPPORTS, _J FOUR (4) REQUIRED LASCO #896 PVC UNION -~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO COVER THE BOTTOM ANO SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL---_,, VALVE. SEE LEGEND FOR TYPE NOTE: SCH. 80 PVC 90" ELL FITTING' PVC MAINLINE PIPE' TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED SCH. 80 PVC TEE OR 90" ELL FITTING ON MANIFOLD MAINLINE, SIZE AS 2" X RCV X RCV (TEE) OR 2" X RCV (ELL) • ABOVE INDICATES SIZE PER RCV ~-3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. SECTION VIEW-N.T.S. ©~t :!!JH SMflf)' & ~ Inc. ® DRIP REMOTE CONTROL VALVE ,,'-PAVING, SEE SITE PLANS c;. ·1__:,_1 '"--UNDISTURBED SITE SOIL 111 ....... i=;:::;:;,w..!.;--SAND BACKFILL COMPACTED TO EQUAL DENSITY OF EXISTING SOIL B 1---1 ···t··.,·, <> •.. ·•~·· ... •J: L.:.~rc-J-~---[T']=t±f1 -~=i~~~NEGDB~~~~~~~R~:~E, RUN 1111 1 ··. __ ·., < i,_,_ , ... 1,: ''. '· ~~~~1%~0;NS~ ~2?~;g:t+H~HiAINLINE ' , • · IRRIGATION LATERAL LINE IN SLEEVE . ' .. ' . 1 111 1 ,,---1-,,,--t-H---t---IRRIGATION MAINLINE IN SLEEVE ,.._,.-...,f='-H+--LOWVOLTAGE CONTROL WIRES, OR CONDUIT, IN SEPERATE SLEEVE 1111 1 · D O , '·-''l==t-H=--CLEAN SOIL PIPE BEDDING, SEE CHART , I I I , ~,, ~~~~ITTI IJ " I '----------SEPARATION BETWEEN PIPES ANO TRENCH WALLS, SEE CHART PIPE SIZES UNDER PEDESTRIAN PAVING A B C D LESS THAN 3" IN DIAMETER SCH.40 18" 18" 18" 4" 3" TO 51/2" IN DIAMETER SCH.40 24" 24" 24" 4" 6" OR GREATER IN DIAMETER SCH.40 36" 36" 36" 4" PIPE SIZES UNDER VEHICULAR PAVING A B C D 6" OR LESS IN DIAMETER SCH.BO 36" 36" 36" 4" GREATER THAN 6" IN DIAMETER SCH.BO 48" 48" 48" 6" NOTE: CONTRACTOR IS REQUIRED TO CONTACT 811 OR OIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.OIGALERT.ORG. SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. SECTION VIEW -N.T.S. ©~ 2il14 5oreeiley oil i.-iale9, lllc. 0 SLEEVE INSTALLATION @ STAINLESS STEEL-----1I FLIP TOP LID, SHOWN IN OPEN POSITION ~--PLACE A RECYCLED WATER USE STICKER ON ENCLOSURE TO INDICATED RECYCLED WATER USE ~--DUAL HYDRAULIC PISTONS TO SUPPORT LID IN OPEN POSITION FOR ACCESS CONTROLLER ----:----_-_-_-_:-~i,-~~~~~~1r-t STAINLESS STEEL_:: 16" WIDE TOP-ENTRY ~--RAIN SENSOR INSIDE A STRONGBOX RGVRSS ENCLOSURE, WIRE TO CONTROLLER CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16''Wx 15.5"0 POWER SWITCH ___ _,,. ANO RECEPTACLE FINISHED------, GRADE i ij ~---TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION ~---STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN ~-STRONGBOX QUICKPAO ENCLOSURE MOUNTING PAO WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE ANO ALL STAINLESS STEEL HARDWARE CONDUITS LISTED WITH AN• SHALL ONLY BE INSTALLED IF EQUIPMENT IS SPECIFIED 1 1/4" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS • 11/4" PVC CONDUIT/ ~---3" PVC CONDUIT/SWEEP FOR SWEEP FOR ELECT. SERVICE CONTROL WIRES TO VALVES 1" PVC CONDUIT/SWEEP ~-----1 1/4" PVC CONDUIT/ FOR ET GAGE WIRES • SWEEP FOR GROUND WIRE 1" PVC CONDUIT/SWEEP--~ ~---------1" PVC CONDUIT/SWEEP FOR FOR TELEPHONE LINE• FLOW SENSOR/MCV WIRES' SECTION VIEW -N.T.S. @~t 21)14 ~ ,t ~ il1t. CONTROLLER ASSEMBLY 45 DEGREE ELL 90 DEGREE ELL ----CONCRETE THRUST BLOCK, TYPICAL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 '--L~J--- -MAINLINE PIPE • n f -_11 I 17 ' . Jf =-11 ', ,_ ----UNDISTURBED SOIL 'TT TEE PLAN VIEW -N.T.S. @llOp)righl 2014 5-11:f t NlllOCOlle:I. Im. @ THRUST BLOCKS I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweeney + asf::::ociates C: \DRAl'llNG FIL.ES\TITLE SHEETS\XXXX.OWG 7/20/2019 lRKiGAT:Of\l DtSlGN AGsD CONSUL.TING :;nn30 ~ky Ca_nyon Or1v<,. Su,te C Mrnr:N•a, i:;a, ':!25:63 e, info(,Ps\·J<wney~sHn.u.>m"t, 19'.\1) 4!>1-/;tl3ll w, 'v,hV\V 1,weeney"n;:,r.,;-0ro f: ('351} <l(;J,5850 -· NOTE: j~----------FINISHED GRADE IN TURF AREAS ,-----PLASTIC 10" ROUND VALVE BOX WITH PURPLE COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. HEAT BRANO "GRD" ONTO LID. I P+----------5/8" X 96" COPPER CLAD GROUND ROD INSTALLED INTO COMPACTED SITE SOIL PRIOR TO SETTING BOX t~--------GROUNO ROD MUST BE LOCATED A MINIMUM OF TEN (10) FEET FROM THE IRRIGATION CONTROLLER '-----------BARE #6 COPPER GROUND WIRE FROM CONTROLLER CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. EACH CONTROLLER SHALL HAVE A MINIMUM OF ONE (1) GROUND ROD INSTALLED. GROUND ROD SHALL BE INSTALLED A MINIMUM OF TEN (10) FEET AWAY FROM THE IRRIGATION CONTROLLER OR ANY CONTROL WIRE PATH. SECTION VIEW -N.T.S. ©cop,!i,# 2017 s--, & laic:iotes, k @ GROUNDING ROD NOTE: •--------LOW VOLTAGE WIRES, 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE rFa=!i=f'=f,la-------CLOSE TUBE LIO AFTER WIRE IS INSERTED INTO TUBE 111--------POLY TUBE PRE-FILLED WITH 100% SILICONE WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE lli="""=,11 INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL. SECTION VIEW -N.T.S. ©~,t 2017 Soroeney & /mooia!e,, he. (y) WIRE CONNECTION -FINISH SOIL GRADE --UNDISTURBED SITE SOIL 111 -H-e--+--CLEAN, COMPACTED BACKFILL SOIL, 11111 I ( ~,•,~_A, •. ,,_-_•.·· . 1~. ,,;.l.:,.,.;-j•.,,.· _cll-c-:---'-fj7±it---~i~~f;~g~;i~;~~;~EF ~~~ '' · .. MAINLINE AND 12" ABOVE THE MAINLINE 1--I IRRIGATION NON-PRESSURE LATERAL LINE -1 11 IRRIGATION PRESSURE MAINLINE I I • ~N°~o~ii];~~FE tP~~i~~~ ~~RE:GEND 11 I.. D o oJ lo< 1-1 . . ~==t++~-CLEAN SOIL PIPE BEDDING, SEE CHART == 1=,-· ~~~l==rri=~ 111, . 11. . I PIPE SIZES A SIZES 3/4" TO 2 1 /2" 12" SIZES 3" ANO 5 1 /2" 18" SIZES 6" ANO LARGER X NOTE '----------SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART B C D 18" 18" 4" 24'' 24" 4" 36" 36" 6" CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG. SECTION VIEW -N.T.S. @~20!4~/t~lnc. @ PIPE INSTALLATION NOTE NOTE 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY TO FACILITATE SERVICING OF THE VALVE OR EQUIPMENT. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS WHERE EVER POSSIBLE. VALVES IN TURF AREAS TO BE APPROVED BY LANDSCAPE ARCHITECT 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT THE COLLAPSE AND/ OR DEFORMATION OF VALVE BOXES . 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR REVIEW ANO APPROVAL BY THE LANDSCAPE ARCHITECT. BALL VALVE BOX, TYPICAL VALVE BOX, TYPICAL--~ ALIGN BOX EDGES QCV BOX, TYPICAL ++ ++ VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. - PLAN VIEW -N.T.S. ©~W14s.,,e,.t~~ @ VALVE BOX LAYOUT ~ ~11111 DGA planning I architecture I intedors 550 Ellis Street. Mou~tain Vi•w. CA 94043 ---,. ___ ,_,._. -··--· ·--- 20 ! Fi!bet Stre~, .3rd .floor, San Francisco, CA 94l3J "" ··-------·-·· -. -~""~-----------·-·-""''"' _____ ,, .... """""-"'"' ___ ,_,_. . . .. ~~.Q. -~~th_~_\l~~-L:~: .. ~tl!!~ .. -~.1 s_,_s~_~_g:i~, CA 92103 _ I 720 8th Street, Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 -· 415,477;2100 . - 619-685-3990 ...... ------------ 916-44(-6800 SPURLOCK LAND.SCAPE rs APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. HAS BUIL TH RCE __ _ EXP, ___ _ DATE REVIE\JED BY• INSPECTOR DATE 1-----+----1,-----------i----t----11s~~TII CITY OF CARLSBAD I ;:;:;:"'~•~~~· ;;:;;;:;;;;;:;;;;;;;~P~LA~N~N~IN~G~D~IVJ~S~IO::N::::========::: 1----4---1----------------+---+--+---+---1 LANDSCAPE IMPROVEMENT PLANS FOR: JONIS - LOTS 21 AND 22 L2.6 IRRIGATION DETAILS -------------t----t-----t------t---llAPPROVEDb i~ _PLANNING DA TE INllJAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INllJAL OlHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0001 & SDP2021-0021 DRAWING NO. 540-?L 9" 112" "-CAUTIO" RECYCLED WATER I SED FOR IRRIGATION DO NOT DRINK ,---,-,,~ . Jlti ~ 0-V~ .., I ~. CUIDADO 6'-0" 48" AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR 3" ' .......__ _/ -___ _, 1 - ' ,, -i 1 1111:111:;:;11 , m11~ ' 20.. , • lm~n ,: . ===~1Tf~ 2 NOTE: ~ ._____, ::__ -1, 3 1 . TWO MINIMUM PER SITE -'''c,---'''l;:---4-'':'cl1 '_-;:-r±-l±l±n i-1-r==,-,,=i:,;c,, - ' ' . I ] I I g..' , DESIGN NOTES: ,--~-,., 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3.CONCRETEFOOTER 4. 9"x14"x1l8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS 1 '-2" 6. SIGN WILL BE ATTACHED TO THE POST USING VANDAL PROOF HARDWARE. SECTION VIEW-N.T.S. 0 NOTE: RECYCLED WATER SIGN STREET SURFACE --------~ V ////////////////////4c.-;.J 3.5" POTABLE WATER MAINLINE7 MINIMUM REQUIRED t VERTICAL SEPARATIO»NJ-::::=======:;;:'t':1:;:2'" RECYCLED WATER IRRIGATION / MAIN LI NE IN SLEEVE ~ Ci ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE ANO LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS OCTOBER 1993. ©~t 201+ Sweeney l ~ !1ic:. SECTION VIEW -N.T.S. ©~ 2-014 So!telll',' l Aaloc;;.es. ~ @ POTABLE SERVICE LINE CROSSING 3/8" DIA. PEA GRAVEL SUMP (MIN 1/2 CU. FT.) PVC SCH. 40 SOLVENT WELD FITTINGS MAINLINE BALL VALVE WITH 3/4" FEMALE THREAD I I L - 314" x 114" BRASS THREADED BUSHING WITH 1/4°' CAPPED OUTLET PURPLE COLOR VALVE BOX AND LID. (SEE SPECS) -I '---' I ' -I MAINLINE, -7 '---'-------+-------------'--' i -SEE PLANS FOR SIZE BRICK SUPPORTS ON I I COMPACTED UNDISTURBED SUBGRADE (MIN. OF FOUR PER BOX) PVC SCH. 40 SOLVENT WELD FITTINGS PLAN VIEW-N.T.S. CROSS CONNECTION TEST STATION FINISH GRADE !IIIIIIIWMIINtMNIIIIIIINIIIM•II/ ,. i111m111m111m111m111m111m111mk rillmillm~1 l;::;:;I I l;::;:;I I l;::;:;I I l;::;:;I I l;::;:;I 3" WIDE METALLIC MARKER TAPE :111 111 I ... ~-----"ALERTLINE" PURPLE LATERAL I-111--111:: # NON-PRESSURE RECYCLED WATER PIPE :I I 1--111=1 FROM IRRIGATION HEAD TO IRRIGATION 1-1 11 I HEAD. WHENEVER THE LINES CROSS THE ,I I I ffi_11mw POTABLE PIPE No sLEEvE 1s REQUIRED. \1~111 1 I 110◄40---------"ALERTLINE" PURPLE COLORED PRESSURE MAINLINE P!PE . ;, I,: f.__ _____ POTABLE WATER LINE 12"-------------12" MINIMUM CLEARANCE (TYPICAL) 0 °""'----------RECYCLED PRESSURE MAINLINE AND SLEEVE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS, THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET. SECTION VIEW -N.T.S. ~l1!l14S-...,,&~l,c. ® POTABLE SERVICE LINE CROSSING I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweenet1 + ass1Jci t s ·-!n!~!G/;~f!()N .. : :: . f~J~; \£4)f 1 C: \DRAWING FILES\ TlllE SHEETS\XXXX.DWG 7/20/2019 t:':i E-5 l GN ANl) CONSUtf!NG J,3710 Sky ;;'.~11V◊fl Orlv,i;.-Suite C Murriet.:i, C;._ Y:251.13' e, info@swe0;,>!'y«&~oc.rom1t: 185.1) 4ti1-llS30 w, Www sw>:'e;iey,;taGc~4rn,-'· P" 1) 461--f:250 z ~ "' w ~---RECYCLED WATER METER rY-STRAINER s FLOW DIRECTION -----MASTER VALVE --FLOW SENSOR rBALLVALVE -~~ BV i-RM 1--------"'------1 PR f--------1 MV -F S f----'------1 T -/ 0 UJ -" (.) >-(.) w "' / NOTE: PRESSURE REGULATOR J IF SPECIFIED ON LEGEND CROSS CONNECTION J TEST STATION TEST STATION HAS TO BE DOWNSTREAM OF THE METER AFTER A MASTER VALVE NOTE: CROSS CONNECTION TEST ST A TION LAYOUT ~---------------FINISH SOIL GRADE ~-------------PRESSURE REGULATOR, IF SPECIFIED -------------BRASS THREADED 90' ELL, FOUR (4) REQUIRED, TYPICAL ---------RIP PRINCIPLE BACKFLOW DEVICE WITH A BRONZE WYE STRAINER AND TWO (2) BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE liJE==:::t:==::,-11------"SMOOTH TOUCH" STAINLESS STEEL BACKFLOW ASSEMBLY ENCLOSURE r-. IF SPECIFIED : ;:ow ,c I El· ... --1-1-----BRASS NIPPLES, LENGTHS AS REQUIRED IC ,,._,. '++----BRASS UNION. ONE (1) REQUIRED IF A .,-12" MIN. PRV IS SPECIFIED, TWO (2) REQUIRED IF PRV NOT SPECIFIED, ONE (1) PER LEG ~ .. " . . .. ". .... ·, . •. . . : ' : ~ -~ ., • ~SPEARS835-0XXSRSPECIALREINFORCED 19 w, I I -I I~ t= . + I ifi11l, SCH 80 PVC FEMALE ADAPTER , • , PVC MAINLINE TO MASTER VALVE 4 -CONCRETE SLAB ! ..._ _________ .._ ___ BRASS NIPPLE. 12" MINIMUM LENGTH '----------------COPPER FEMALE ADAPTER '-----------------TYPE K COPPER PIPE FROM WATER METER INSTALL THE PRESSURE REGULATOR ONLY IF IT IS SPECIFIED IN THE LEGEND. BACKFLOW DEVICE OUTLET SHALL BE INSTALLED A MINIMUM OF 12" ABOVE FINISHED SOIL GRADE. ASSEMBLY PIPING ANO FITTINGS SHALL BE SIZED EQUAL TO THE SIZE OF THE BACKFLOW PREVENTION DEVICE USE AN APPROVED, NON-HARDENING. TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, OR BE THE SIZE REQUIRED BY THE ENCLOSURE MANUFACTURER. NO THREADED CONNECTIONS SHALL BE MADE UNDER THE CONCRETE SLAB. SECTION VIEW -N.T.S. @<qllrigh!:21l1SS-..,,l:~IIIC. BACKFLOW DEVICE ~--~---METER BOX WITH METER I /24 .. t / APPROX. 8" 12" MINIMUM POTABLE SERVICE LINE---------, J 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE V RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE--------~ NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 0' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. POTABLE MAINLINE CROSSING DGA planhlng I architecture I interiors 550 Ellis Stree!, Mountain View, CA '14043 650-943-1660 ----· -··-··------"---·-·---·· 20 I FIibert Street, 3rd Hooe s,n Francisco, CA 94133 415-477 ;2700 ------,. . ----.... . . "' . ------•--.. --------------- 25_50Fifi:h Avenue,Suite 11_5, Sa_n_Diegoo.C_A _')2 IQ3 __ i 720 8th Street, Sacramento, CA 9581 l OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 619-685-3990 . ----------------916-441. -6800 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 AS BUIL T0 RCE __ _ EXP,----DATE REVIEIJED BY• INSPECT□R DATE -----------------ISH2~T11 CITY OF CARLSBAD I .; _ PLANNING DIVISION _ ;:;LANDS::;:;;;;;;;;;;;C.AP:;_;.;E;.:;;:;:IMP;;;;::RO:;::;VEMENT;;:;;:;::;;;;;;;:;;;;::;;;P;;::LANS;:;:;;;::;FO;;;;:;;;R:==========:::::: ION/8 - LOTS 21 AND 22 L2.7 IRRIC:ATION DETAILS 1---1----+----------------+---+------I I APPROVED:~ 1/~ _PLANNING ~ DA 1E INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: CHKD BY: __ _ RV'M:l BY: PROJECT NO. LPC2023-0001 & SDP2021-002s DRAWING NO. 540-?L ,. NOTES 1. ALL TREE LOCATIONS AND TREE COUNT ARE APPROXIMATED BASED ON AERIAL SURVEY ONLY. THE CONTRACTOR SHALL VERIFY THE TREE LOCATIONS ON SITE. 2. FOR EXISTING TREES TO REMAIN, PROTECTIVE FENCING SHOULD BE INSTALLED AT THE ROOT PROTECTION ZONE AND APPROVED IN PLACE BY CLIENT'S AUTHORIZED REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR DEMOLITION. 3. FOR EXISTING TREES WITHIN THE PUBLIC RIGHT OF WAY, PROTECTIVE CHAIN-LINK FENCING WITH AN ACCESS GATE OF MINIMAL WIDTH SHOULD BE INSTALLED AT THE ROOT PROTECTION ZONE AND APPROVED IN PLACE BY CLIENT'S AUTHORIZED REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, OR DEMOLITION. EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY THE CITY. c. ••·· PID\'1111£ IHIEll\1DDDC.DI 7/t0/D9 (147 #18 /117 WHIPTAIL LOOP c·, --~~----- 4. NO CONSTRUCTION STAGING OR DISPOSAL OF CONSTIRUCTION MATERIALS OR BYPRODUCTS INCLUDING BUT NOT LIMITED TO PAINT, PLASTER, OR CHEMICAL SOLUTIONS IS ALLOWED IN THE ROOT PROTECTION ZONE. 5. THE ROOT PROTECTION ZONE SHOULD NOT BE SUBJECTED TO FLOODING INCIDENTAL TO THE CONSTIRUCTION WORK. 6. ALL WORK CONDUCTED IN THE GROUND WITHIN THE ROOT PROTECTION ZONE OF ANY PROTECTED TIREE SHOULD BE ACCOMPLISHED WITH HAND TOOLS, UNLESS AN AIR SPADE IS UTILIZED. TIRENCHES IN THE ROOT PROTECTION ZONE SHOULD BE TUNNELED, OR COMPLETED WITH AN AIR SPADE TO AVOID DAMAGE TO SMALL FEEDER ROOTS WITHIN THE ROOT PROTECTION ZONE. 7. WHERE STRUCTURAL FOOTINGS ARE REQUIRED AND MAJOR ROOTS (OVER 2" IN DIAMETER) WILL BE IMPACTED, THE ENGINEER OF RECORD SHOULD SUBMIT ACCEPTABLE FOOTING DESIGN ALTERNATIVES AND OR LOCATION ALTERNATIVES TO LANDSCAPE ARCHITECT WITH FURTHER PLAN REVIEW. 8. WHERE MORE THAN 50% OF THE ROOT ZONE IS IMPACTED OR ROOTS GREATER THAN 2 INCHES IN DIAMETER ARE TO BE REMOVED WITHIN DRIPLINE OF THE TIREE, THE CONTIRACTOR SHALL CONSULT A LICENSED ARBORIST TO REVIEW THE CONDITIONS AND MAKE RECOMMENDATIONS. BASED ON THESE RECOMMENDATIONS, CONTRACTOR SHALL SUBMIT ACCEPTABLE DESIGN ALTERNATIVES TO LANDSCAPE ARCHITECT FOR REVIEW. 9. ANY REQUIRED TRENCHING SHOULD BE ROUTED IN SUCH A MANNER AS TO MINIMIZE ROOT DAMAGE. RADIAL TRENCHING (RADIAL TO THE TREE TRUNK) IS PREFERRED AS IT IS LESS HARMFUL THAN TANGENTIAL TRENCHING. CONSTRUCTION ACTIVITY SHOULD BE DIVERTED FROM THE ROOT PROTECTION ZONE. CUTTING OF ROOTS SHOULD BE AVOIDED (I.E. PLACE PIPES AND CABLES BELOW UNCUT ROOTS). WHEREVER POSSIBLE AND IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS, THE SAME TRENCH SHOULD BE USED FOR MULTIPLE UTILITIES. (148 (149 #51 10. 'NATURAL" OR PRE-CONSTRUCTION GRADE SHOULD BE MAINTAINED IN THE ROOT PROTECTION ZONE. AT NO TIME DURING OR AFTER CONSTRUCTION SHOULD SOIL BE IN CONTACT WITH THE TRUNK OF THE TREE ABOVE THE BASAL FLAIR. 11. IN AREAS WHERE THE GRADE AROUND THE PROTECTED TREE WILL BE LOWERED, SOME ROOT CUTTING MAY BE UNAVOIDABLE. CUTS SHOULD BE CLEAN AND MADE AT RIGHT ANGLES TO THE ROOTS. WHEN PRACTICAL, CUT ROOTS BACK TO A BRANCHING LATERAL ROOT. 12. WHEN REMOVING EXISTING PAVEMENT IN THE ROOT PROTECTION ZONE, AVOID THE USE OF HEAVY EQUIPMENT, WHICH WILL COMPACT AND DAMAGE THE ROOT SYSTEM. 13. PROTECTIVE FENCING NOT SHOWN AT TREES OUTSIDE LIMIT OF WORK. SHOULD CONSTIRUCTION OR STAGING EXTEND BEYOND LIMIT OF WORK SHOWN ON PLANS. CONTRACTOR TO PROVIDE PROTECTION TO THESE TIREES PER NOTES ABOVE. EXISTING TREE INVENTORY TAG TREE CALIPER HEIGHT SPREAD • SPECIES (INCHES) {FEET) (FEET) ' LOPHOSlEMON CONFER'IUS ' ,. " 2 LOPHOS'IEMON CONFERlUS • " " ' L.OPHOS1EM0N "'""""' " ,. ,. • PI.ATAMUS RACEMOSA " 25 20 ' PUITANUS RACEMOSA 20 40 30 • PLATANUSRACEMOSA 20 ... 30 , Pl.ATANUS RACEMOSA " "' 20 • PLATANUS RACEMOSA 20 .. ,. ' PI.ATANUS RACEMOSA • " • 10 PINUSHALEPENSIS 20 ,. 40 " L0PHOS1Dl0N -• ,. ,. " -""""1US • " 20 " QUERCUS AGRIFCllA " ,. ,. " KOELREU'IERIA EIIP!NNATA • ,. .. " KOELREUlERIA BIPlffNATA " JO 20 " KOELREUlERIA BIPINNATA • " ,o " KOEl.R8..llmlA BIPINNATA " JO 20 " KOELR!UtERIA IIIPIHNATA ' ,. 20 ,. EUCAlll'lUS flCIFOUA " ,. 20 20 EUCALYFIUS FICIFOUA " ,. 20 "' PlMUS HN.EPl:NSIS " ,. ,. 22 LOfHOS1EIIOH -' " • " Pl.ATANUS RACEMOSA " 40 JO .. Pl.ATANUS RACEMOSA " 30 " ,. L.OPHOS1EM0N COll""11JS " 25 20 " P!NUS HAlll'ENSS 12 " 20 ., PIMUS H,f,I.El'EHSIS • ,o ,o .. ....... """'"' • ,o ' " '""""""""'"' " 20 ,o 30 '""""""""'"' • " • 31 PlATANUS RACEMOSA ' 30 " '2 """""""' COIIFER1US ' " ,o 33 PLATANUSRACEIIOSA • " • .. EIJCAL YP11JS FlCIFOUA " 30 25 " PINUS HAI..EPENSIS 24 .. 30 ,. PINI.IS HAI.EPENSIS " ,. 20 " LOPHOS1EMCII ""'"'"""' 4 ,o • " PINUS HAID'ENSIS ,o .. JO ,. l.0PHOSIEllCN CONFER1VS • 20 ,, 40 PINI.IS HALEPENSIS " 25 20 ~ PINUS HAIB'ENSIS 24 " 20 .. PINI.IS HIII.EPENSIS 20 ,. ,. "' LOPHOS'IEMON CONFER1l1S • " 10 .. """"""""""' " 20 " .. PLATANUS RACEMOSA " 20 .. .. PLATANUS RACEMOSA • 25 20 ., K0ELREU1ERIA BIPIHNATA • ,. ,. ... KOELREUlERIA Blf'IHNATA • 20 20 .. KOEI.REUlERIA BIPINMATA ' 20 " ,. KOEl.REUTERIA SIPINMATA • 20 " " KOEI.REUTERIA BIPINNATA • " " " WERCUSAGRIF0UA • ,. • " QUEllCUS AGRFaJA • " • .. L.OPHOS1EMON CONfEll1\IS • " • " I.OPHOS1El10N """"1US • ,o • .. LOPHOS'IEMON CON!'ERWS • 20 " " QUERCUS AGRIFOIJA ' 10 • .. PIHi.JS HAI.EPENSIS " ,. 20 .. LOPHOSlEMON CONfERlUS • ,. " .. LOPHOS'IEMON CONFERTUS • " " " LOPHOS'IEMON CONfERlUS " ,. 20 .. LOPHOS'IEMON CONl'ERTUS • 20 " " """"" -" ,o " " PLATANIJS ~ " .. " .. KOELREUTERlA BIPINNATA • 20 • .. LOPHOSlEMON C<»IFERlUS • 20 • " I.OPHOSlEMON C0NFERlUS ' 20 ,o .. I.OPHOSlEMON CONFERlUS " 30 25 .. QUERCOS AGRIFOIJA • ,. " 70 PI.ATANUS RACEMOSA " .. .. TI PI.ATANUS RACEYOSA " .. 30 72 QUEHCIJS AGfflfOUA 18 .. " 73 LOPHOSlEMON cc»IFERlU$ 4 10 • 74 PLATANUSRACEWOSA " 25 ,. " PI.ATANUS RACElilOSA • 20 " ,. LOPHOSlEllON CONFER'!IJS " ,. ,. 77 LOPHOSlEYON C0Nl'Ell1US ,. ,. ,. " LOPHOSlEMON CONFERlUS • " 20 ,. LOPHOSlEMON Cl»IFERTUS ' ,. 10 .. lOPHOSTEMON IDIFERTIJS • 20 ' " QUERCUS AGlllfOUA " ,. ,. 82 P1NUS HALEPENSS " .. ,. " PINUS HM.EPENSIS " ... " " PINI.IS HAl.fPENSIS " 25 25 .. QUERO.IS AGRIFCIUA 4 20 ,o 40' 20· o· 40' .. QU£RCt.lS AGftlfOUA 4 " ,o 87 lOPHOS1EIION CONFERruS • " 10 .. LOPHOSlEMON OONF'ER'TUS • " • .. PLATANUS RACEMOSA " 40 30 .. LOPHOSlEMCIH cct,1FER1US " ,. ,o " LOPHOSmlON COliFElflUS " " .. 92 LOPHOSTEMON COHFER'l'US " ... ,. " LOPHOSmH)N CONFER11JS " ,. 30 .. LOPHOSlEMON ~FER1US ' " ,o .. l.OPHOSlEMON "'""""' • JO ,. .. PINUS HAI.EPENSIS 4 " • " PLATNtUS RACEMOSA " 30 30 .. """"""""CONFER11JS • "' ,. .. LOPHOS1EMON CONFERlUS • " .. , .. PIMUS Hfll.EPENSIS ,. 30 .. ,m PINUS HAI.EPENSIS " ... JO FATE TO S£ ""°""' TO BE REMOVED TO REMAIN TO ...... TO BE REM0\€0 TOB<R£MO\<D TO BE R£M<MD TO ""'"' TO R81AIN TO ...... 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TO BE REMO\£D TO B£ REMO\O TO BE REMCIG TO BE REMO\al TO BE RDl(MI) TO BE REMO\O TO BE REMOVED TO BE REMO\ED TO BE REMOYED TO REIIAJN TO IE REMO\£D TO B£ REMO\'ED TO IIE REMO\Ul TO """'" TO 8E ""'°"" lt) -· TO BE REMCMD TO B< ""°"" TO BE REMC>e TO BE mtOWD TO RBIAIN TO-N TO REMAIN TO REMAIN TO BE REMO\<D TO ilE """""' TO REMAIN TO REMAIN TO REMAIN TO BE..._ TO 8E ""°'"" TO REMAIN "'"""" TO """" TO REMAIN 11) ......... 11) REMAIN TO 8£ REMOVED "'""'"" T1lBE"'""'° TOBE R£II0"1) 11) SE - 11) ""'"" TO BEREMO'IED TO BE """"° TO BE""'°"° TO OE""°"" TOSE- TOBE ...... TOBE- EXISTING TREE LEGEND SYMBOL DESCRIPTION QTY ® EXISTING TREE TO BE REMOVED 62 0 EXISTING TREE TO REMAIN, PROlECT IN PLACE 39 ,.. X ' PROlECTIVE FENCING "--f. ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Koun\ai.n Vi&w. CA 94043 650-943, I 660 ---"-----.. ""-•-'•----·······--·-"-·-··-----··-------------... ~------ 20 l Filbert Street, -3rd Floo1~ San Francisco, CA 94133 415-477-2700 2sso]',MA;~~~;,s~;,~·i iEs~~ ~;.;;;c:JZ92fo3 ·.· · · ···--· ------------- 619-685-3990 --~-I 720 8th Street. Sacramento; CA 9581 I 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD. CA 92008 SPURLOCK L FOR AND APPROVED PLANTING IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . /I AS BUIL T1' RCE __ _ EXP, ___ _ DATE REVIE'w'ED BY: INSPECTOR DATE l----+--+-----------+---i-----+---+-----I I S2H6EET 11 CITY OF CARLSBAD ==::::::=·========:::::P:::LA:::N::::N:::IN::::G::::D:::l:::Vl:::Sl::::O::::N ========::::: LANDSCAPE IMPROVEMENT PLANS FOR: ION/S- LOTS 21 NC> 22 L3.0 EXISTING TREE PLAN f----+----1---------------1----l--f----l-----l I APPROVED: ./4. , ' rt/ Q;:: _PLANNING DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. LPC2023-0001 & SDP2021-0029 540-?L FIRE PROTECTION ZONE A-3 FIRE PROTECTION ZONE A-2 ·. / / . ~~{> / -- SHRUBS @) 0 BOTANICAL / COMMON NAME AGAVE SHAWII COASTAL AGAVE BACCHARIS PILULARIS 'PIGEON POINr DWARF COYOTE BRUSH BULBINE FRUTESCENS STALKED BULBINE CEANOTHUS TOMENTOSUS WOOLL YLEAF CEANOTHUS ENCELIA CALIFORNICA CALIFORNIA ENCELIA ERIOGONUM F ASCICULA TUM CALIFORNIA BUCKWHEAT HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' DA VIS GOLD TO YON Cl \Oft/ 11 I flD\'IIU 9MIEII\IDODLDII 7 /IIJl'IIJII SHRUBS @ YlN&S. &. I I ' -~----.,,..,,. --~-~ ~--_/. _ _;;.--_-.-~---. ·. -----~ ·.. . . . . . ~~--.. ~-_-_.-'_'. ____ ,•' .~~ ,,."' . . . -~-.· . -. --~,-. ;_.-,..:.--- .. ~-~ .. · .... ··. -~~ .· ., -~~•" _____ , • ,. .. •' ... , .. "">' -· -- ·-. -, '.. -._,,. >:_ .. •: ... ,~~-:~ ··;.•,<" ·.,:, ,/i / ,,-_ ---~~--.: .. -·:·_,-·.:.::,_:_:.-··: .. ". -/ - . . • . . . -~-€. FIRE PROTECTION . ~~i . ZONE A-1 .. .•· .... i ~7;-:-;.;;;:;_Y-• .. . \ ___ .. ··•···. ~~;::•· .• ······.• .. ~~ ... ;, '• --~i:> _,,,/ ,.-- ' /. /,. /./ \ TRANSFORMER BOTANICAL / COMMON NAME LEYMUS CONDENSA TUS 'CANYON PRINCE' CANYON PRINCE WILD RYE MUHLENBERGIA RIGENS DEER GRASS RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEE BERRY ------- PARKING STRUCTURE LINED BIORETENTION BASIN PER CIVIL DRAWINGS TOP OF BASIN (EDGE OF LINER) BOTTOM OF BASIN L s\c'S O OClJIIO-+ 4,-1 / 1-.;_'l; ',," ,·1 ~, 1~ \to,--,__,, • ,, ~i°'=>'c= ,o . ,iilcw>! .., af -cl~..=:,,-~<.><~> <>< 0<=><:> ~-, , I e;;,.<> O .. • ... f,,,, "' -. ·. I I I I I I NEW BUILDING I I I I ...... _,,..,_....,.iiiii,,. ~~----------------------L MA TCHLINE SEE SHEET L3.3 GROUND COVERS BOTANICAL I COMMON NAME BACCHARIS PILULARIS 'PIGEON POINr PIGEON POINT COYOTE BRUSH CAREX SPISSA SAN DIEGO SEDGE OTHER SYMBOL DESCRIPTION ROOT BARRIER PER SPECIFICATIONS AND DETAIL ON SHEET L3. 7. SYMBOL SHOWN OUTSIDE PLANTING AREA FOR GRAPHIC CLARITY ONLY. BARRIER TO BE INSTALLED INSIDE PLANTING AREA ALONG EDGE OF HARDSCAPE PER DETAIL I 20' 10' o· 20' PARTIAL PLANT LEGEND SEE SHEET L3.5 FOR FULL LEGEND ~ • II • + • ♦ BOTANICAL / COMMON NAME _EXISTING TREE TO REMAIN ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE BETULA NIGRA 'HERITAGE' RED RIVER BIRCH LOPHOSTEMON CONFERTUS BRISBANE BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE PLATANUS RACEMOSA CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA COAST LI VE OAK QUERCUS AGRIFOLIA COAST LI VE OAK QUERCUS AGRIFOLIA COAST LIVE OAK ~ ~11111 DGA planning I architecture I interiors 550 Ellis Stteet, M:oun1;ai_n View, CA 94043 050-?43-1660 --"··----·" . --~---. -··-·---~----. ----~---20 l FHbert Street, 3rd floor, San Francisco, CA 94133 4 ! 5-477-2700 ____ ,.,_,,,. ...... ,, ........ ,.,,,. ..... ,,.,,.,.,_ ---... ----·--··---· .... ,. ·-···--------~-.. ---~---·---··- 2550 Fifth Avenue,Suite 1_15,San !Jiego, CA 921~3 ..... __ 619:6!!5:_3',9() 1720 8:th Street, Sacra.mento, CA 95.8] 1 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD. CA 92008 916-441-6800 SPURLOCK FOR APPROVED PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT'' RCE ___ EXP,-----DATE REVIE\./ED BY• INSPECTOR DATE WESTRINGIA FRUTICOSA 'BLUE GEM' COAST ROSEMARY ~ CAREX TUMULICOLA FOOTHILL SEDGE KEY MAP 1----+---t---------------+--t---t---t--;I 27TII ;:;LAN:;;D;:;::S;:;::C::_,AP;;E;::;:IM:;P;:;::R::;O:;VE;::ME:;::;N;::T=P;::LAN:::;:;S ::::::F;:;::O:;R:=· =====~ CITY OF CARLSBAD PLANNING DIVISION YUCCA 'BRIGHT STAR' BRIGHT STAR YUCCA BOTANICAL / COMMON NAME FICUS PUMILA -STAKED CREEPING FIG TRACHELOSPERMUM JASMINOIDES -STAKED STAR JASMINE EXISTING SHRUBS/GROUNDCOVER TO REMAIN ROSMARINUS OFFICINALIS 'PROSTRA TUS' DWARF ROSEMARY TRACHELOSPERMUM JASMINOIDES STAR JASMINE IONIS- Lors21AKJ22 L3. I PLANTING PLAN l---+----+------------+----+---t---r------1 I APPROVED:~ 6:C PLANNING ~ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-0029 540-7L RVWD BY: SHRUBS @ 0 --...___ I I I I I I I I I I I I I ,- --...___ --...___ BOTANICAL I COMMON NAME AGAVE SHAWII COASTAL AGAVE BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH BULBINE FRUTESCENS STALKED BULBINE CEANOTHUS TOMENTOSUS WOOLL YLEAF CEANOTHUS ENCELIA CALIFORNICA CALIFORNIA ENCEUA ERIOGONUM F ASCICULA TUM CALIFORNIA BUCKWHEAT HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' DA VIS GOLD TO YON Cr\plUlll8 fll'l\11'U l1&1l\)000LDll9 7/IIJ/llltl ~ / ....__ : ....___ I SHRUBS 'lll,lfi A --...___ --...___ ' LINED BIORETENTION BASIN PER CIVIL DRAWINGS '- BOTTOM OF BASIN TOP OF BASIN ,,,_ (EDGE OF LINER) :~> 110.~ _i! ® ,,.· ···~==,II TRASH & RECYCLING LOADING DOCK EXISTING & PROPOSED SLOPES WILL · NEED SUFFICIENT PLANTING TO MEET CITY SLOPE REVEGETATION STANDARDS . . ANY ADDITIONAL PLANTING WILL ALSO NEED TO BE CONSISTENT WITH FIRE SUPPRESSION ZONES. ' ' ', ~ .. ~,. . -__ '' . ""-'""'"'-.... '. . . p ·"""'·""' ili>oA . '~~ {11(,. --...___ : --...___ --...___ I MECHANICAL ENCLOSURE & EQUIPMENT YARD --...___ ·---· '' ·-' ·, :i. / :·,_ ·--,. NEW BUILDING BOTANICAL / COMMON NAME LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE MUHLENBERGIA RIGENS DEER GRASS RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEE BERRY WESTRINGIA FRUTICOSA 'BLUE GEM' COAST ROSEMARY YUCCA 'BRIGHT STAR' BRIGHT STAR YUCCA BOTANICAL / COMMON NAME FICUS PUMILA -STAKED CREEPING FIG TRACHELOSPERMUM JASMINOIDES -STAKED STAR JASMINE GROUND COVERS BOTANICAL I COMMON NAME ~ BACCHARIS PILULARIS "PIGEON POINT' PIGEON POINT COYOTE BRUSH CAREX SPISSA SAN DIEGO SEDGE CAREX TUMULICOLA FOOTHILL SEDGE EXISTING SHRUBS/GROUNDCOVER TO REMAIN ROSMARIN US OFFICINALIS 'PROSTRA TUS' DWARF ROSEMARY TRACHELOSPERMUM JASMINOIDES STAR JASMINE PARTIAL PLANT LEGEND SEE SHEET L3.5 FOR FULL LEGEND ,_,_. \ I I --...___ ' I IREES. _.---..... / ' ; ' I ' I \ I \ I + I I I \ I ' I ' / ' ; , ...... ___ .,,,, BOTANICAi / COMMON NAME _EXISTING TREE TO REMAIN ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE ,,---~ FIRE PROTECTION ZONE A-3 '----: MATCHLINE SEE SHEET L3.4 OTHER SYMBOL DESCRIPTION ----ROOT BARRIER PER SPECIFICATIONS AND DETAIL ON SHEET L3. 7. SYMBOL SHOWN OUTSIDE PLANTING AREA FOR GRAPHIC CLARITY ONLY. BARRIER TO BE INSTALLED INSIDE PLANTING AREA ALONG EDGE OF HARDSCAPE PER DETAIL. KEY MAP ............. , .......................................... . .. ···::::.-........... -.-::::::,·:,·:.·:,·::,·:::::::::,•::::::::::::::. I rt'j i ' . ,' ,,----· ' • .'.\\.0..u.: ""\ ' .4 / / ;, , __,..,,.,,,.>i.l)"~:'.°~.~-, / / ,._::<~~-' . -.. -.,... .:~-~:::~:~~~--~-... __ , " .. II • BOTANICAL / COMMON NAME BETULA NIGRA 'HERITAGE' RED RIVER BIRCH LOPHOSTEMON CONFERTUS BRISBANE BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE ..---FIRE PROTECTION ZONE A-2 '----'----'---- --...___ ¾,--TRANSFORMER '.¾,. -- / .,,--FIRE PROTECTION ZONE A-1 + • BOTANICAL / COMMON NAME PLATANUS RACEMOSA CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LIVE OAK 20' 10' o· 20' ~ ~11111 DGA planning I archrtecture I interiors 550 Ellis Street, Mbtuitai_n View, CA 94043 ' '''"" ·------------~----~ 201 Filbert Street1 3rd Floor;. San .Francisco. CA 94133 ·-·----·---. ------. -----------... ,. ,,.,..,_,.,.,,,., ,,., .. , ·-. . ... 255Ofifth Avenue. Suite I I 5. San bieio, CA 92 IQ3 I 720 $th Street Sacramento CA 958.l 1 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 415-477-2700 619-685-3990 916-441-6800 SPURLOCK L rs FOR APPROVED PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T'1 RCE __ _ EXP, ___ _ DATE REVIE\JED BY, INSPECTOR DATE t---+--+----------+----+---t-----,---1 I S2H8EET 11 CITY OF CARLSBAD , PLANNING DIVISION ~LAN=.::;D:;:S:;:C::'..AP~E :::l:;:M::::PR::::O::VE::::;::;:M:::::E:::N::::T=P::LAN=:=s :::F::O:::R=: ======: IONIS- LOTB 21 AID 22 Ll.2 PLANTING PLAN 1----t---+--------------+---+---+---t----11 APPROVED:~ 11{~ ,PLANNING ~ DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. LPC2023-0001 & SDP2021-0029 540-?L S~BUElS ElOTANICAL I CQMMOt; NAME @ AGAVE SHAWII COASTAL AGAVE @) BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH 0 BULBINE FRUTESCENS STALKED BULBINE @ CEANOTHUS TOMENTOSUS WOOLL YLEAF CEANOTHUS @ ENCELIA CALIFORNICA CALIFORNIA ENCELIA @) ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT @ HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' DA VIS GOLD TOYON O'-t ■IU l'ID\11U ~ 7/IO/tlft9 .• . '~/---.... -- ,,;.,'. ,,/" ,,,,,.,,,, s~RUElS BOTANICAi I COMMON NAME @ @ @ ® ® llli'IES. & LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE MUHLENBERGIA RIGENS DEER GRASS RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEE BERRY WESTRINGIA FRUTICOSA 'BLUE GEM' COAST ROSEMARY YUCCA 'BRIGHT STAR' BRIGHT STAR YUCCA BOTANICAL I COMMON NAME FICUS PUMILA -STAKED CREEPING FIG TRACHELOSPERMUM JASMINOIDES -STAKED STAR JASMINE MATCHUNE SEE SHEE NEW BUILDING ED BIORETENTION BASIN ?-i'\ ' PER CIVIL DRAWINGS -~ TOP OF BASIN (EDGE OF LINER). ~ BASIN~ c--;-\ /,/•, ·, SIGHT TRIANGLE 2D' 10' I o· L I I I I I .I I .. l I I? I I 'I I I 20' I GROUND COVERS BOTANICAL I COMMON NAME OTHER ~ BACCHARIS PILULARIS 'PIGEON POINT' PIGEON POINT COYOTE BRUSH CAREX SPISSA SAN DIEGO SEDGE CAREX TUMULICOLA FOOTHILL SEDGE EXISTING SHRUBS/GROUNDCOVER TO REMAIN RDSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY TRACHELOSPERMUM JASMINOIDES STAR JASMINE SYMBOL ---- KEY MAP DESCRIPTION D DETAIL IDE ROOT BARRIER PER SPECIFICATIONS AN ON SHEET L3.7. SYMBOL SHOWN OUTS PLANTING AREA FOR GRAPHIC CLARITY BARRIER TO BE INSTALLED INSIDE PLA AREA ALONG EDGE OF HARDSCAPE PE ONLY. NTING R DETAIL. ,,-OS CAP, <:) '-\.~UGERS .. ,f,?. ~ ~~ '4"_..,. 0-o/ fft&--~ ~~ J • -, ro~ • ~-:. '$;~~~· r, o" or CAL\'t Exclration Date· DATE INITIAL DESIGNER OF WORK PARTIAL PLANT LEGEND SEE SHEET L3.5 FOR FULL LEGEND ----..... / ' / ' / ' I \ I I I + I I I I I \ I ' I ' / , .... ___ ,...,,.. • • + • ♦ BOTANICAi I COMMON NAME _EXISTING TREE TD REMAIN ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE BETULA NIGRA 'HERITAGE' RED RIVER BIRCH LOPHOSTEMON CONFERTUS BRISBANE BOX PLATANUS RACEMDSA CALIFORNIA SYCAMORE PLATANUS RACEMOSA CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LI VE OAK QUERCUS AGRIFOLIA COAST LIVE OAK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street. Mountain View, CA 94043 650,943, 1660 .. ---------------~ """"""·-····· -------20 I Filbert Stre~t. 3rd floo,; . .San Francisca. CA 14 I 33 41 5°477-2700 2SSOFifthAvenue,Su1te I 15,San0iego,C:f92103 .. ·· 619,685,3990 I 720 8th Street, Sacramento. CA 95811 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK RCH IE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 RCE EXP. DATE REVIE\,/ED BY, INSPECTOR DATE I 29TII CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: JONIS- LOTS 21 ND 22 LJ.3 PLANTING PLAN I APPROVED:~ 4~ t,/21/43 PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: LPC2023-0001 & SDP2021-0029 540-?L RVWD BY: I I MATCHLINE SEE SHEET L3.2 -1- 1 ---------------------------------------------~--<~ ' --- I I ~ I UL, I I I I I $1JBl.!!l$ @ @ 0 @ @ @ @ ' .. ' '··,,,, ..,,+ ••· . . !i •'.!!;l::::~i::u'>!I ·-1 ..;.. +++.:Ji-:_,.¾-+:4-~ /r ---~·1 +_J·+' ,, . :+ ..e4-t;j-- f-~ ·~~i. ---·-·1 ·.' ,., ' --~+.:.f '~+\ + ;,;-r· -MR '"+')/,+? -"14'""¾.;f',,} MR M <-' ~+ " \ \ \ -SIGHT TRIANGLE .. !lOTANIQAL /_ COMMON NAME AGAVE SHAWII COASTAL AGAVE BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH BULBINE FRUTESCENS STALKED BULBINE CEANOTHUS TOMENTOSUS WOOLLYLEAF CEANOTHUS ENCELIA CALIFORNICA CALIFORNIA ENCELIA ERIOGONUM F ASCICULATUM CALIFORNIA BUCKWHEAT HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' DA VIS GOLD TO YON ·~ SIJBl.!BS @ @ @ ® @ \/INES, ~ BOTANICAL I COMMON NAME LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE MUHLENBERGIA RIGENS DEER GRASS RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEE BERRY WESTRINGIA FRUTICOSA 'BLUE GEM' COAST ROSEMARY YUCCA 'BRIGHT STAR' BRIGHT STAR YUCCA BOTANICAL /_ COMMON NAME FICUS PUMILA -STAKED CREEPING FIG TRACHELOSPERMUM JASMINOIDES -STAKED STAR JASMINE w,.,., p 1',q NEW BUILDING LINED BIORETENTION BASIN PER CIVIL DRAWINGS TOP OF BASIN (EDGE OF LINER) BOTTOM OF BASIN ' i Loop ' -~ ', ~ l1. = C . .:<-:t· ~-;.~ -<~ ~f'J, ,/ ,;: <,,c, 8> .<<=>< <"• ::g- • < / / ' ;'\ I i i I / . ,_ '. ·-. ' . ' . · •.. ·· ii.;i;.· ~~ .. ··. ·•.·· .. ~ .. · ....... · .. ·. ·•.·. ·•·•··.·• .. ··. ~·~-/ GROUND COVERS BOTANICAL /_ COMMON NAME OTHER ~ BACCHARIS PILULARIS 'PIGEON POINT' PIGEON POINT COYOTE BRUSH CAREX SPISSA SAN DIEGO SEDGE CAREX TUMULICOLA FOOTHILL SEDGE EXISTING SHRUBS/GROUNDCOVER TO REMAIN ROSMARIN US OFFICINALIS 'PROSTRA TUS' DWARF ROSEMARY TRACHELOSPERMUM JASMINOIDES STAR JASMINE SYMBOL ---- KEY MAP DESCRIPTION D DETAIL IDE ROOT BARRIER PER SPECIFICATIONS AN ON SHEET L3.7. SYMBOL SHOWN OUTS PLANTING AREA FOR GRAPHIC CLARITY BARRIER TO BE INSTALLED INSIDE PLA AREA ALONG EDGE OF HARDSCAPE PE ONLY. NTING R DETAIL. ,;QSCAp!' <) \.\t>JGElfS ., _,,p_ ~ 'P~ .. .t.,-,, ci~ ff'l~~~ Ola!~ • IS';, ~ -.,_"'t-. • ,f~ ,I,~ £' OF c~\,\IO Explrat!on Date: DATE INITIAL DESIGNER OF WORK 20· 10· o· 20' PARTIAL PLANT LEGEND SEE SHEET L3.5 FOR FULL LEGEND IBEES. • ■ • + • ♦ DATE INITIAL BOTANICAl / COMMON NAME _EXISTING TREE TO REMAIN ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE BETULA NIGRA 'HERITAGE' RED RIVER BIRCH LOPHOSTEMON CONFERTUS BRISBANE BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE PLATANUS RACEMOSA CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LI VE OAK ~ ~11111 DGA planning I architecture I interiors 550 .Ellis Street, M6entain View, CA 94043 650-943-1. 660 201 Filbert Str~et. 3rd l'k>c,;, San Franci;~~.c:A 94133 4 I 5.477:2,06 .. -----. ···-----.-----·········-·········-··--·~--····--._. .. ,. ..... ····----~ 2550 Fiftli Avenue,,Sslte.115, SanDieio,CA 92103 619~68>3_99() I 720 8th Street. Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 9 I 6-441-6800 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE EXP, DATE REVIEW-ED BY, INSPECTOR DATE I 30T II CITY OF CARLSBAD I PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- LOT821ND22 Ll.4 PLANTING PLAN I APPROVED:~ q{~ ... ,,. I &/24lt3 PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL REVISION DESCRIPTION CHKD BY: LPC2023-0001 & SDP2021-0029 540-?L OTHER APPROVAL CITY APPROVAL RVWD BY: FULL PLANT LEGEND IBll.S. ----.... / ' I \ I \ I \ I I I + I I I \ / \ I ', I -~------- • II --- • I + .. I ♦ BOTANICAL I COMMON NAME _EXISTING TIREE TO REMAIN ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE BETULA NIGRA 'HERITAGE' RED RIVER BIRCH LOPHOSTEMON CONFERTUS BRISBANE BOX PLATANUS RACEMOSA CALIFORNIA SYCAMORE PLATANUS RACEMOSA CALIFORNIA SYCAMORE QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LIVE OAK QUERCUS AGRIFOLIA COAST LIVE OAK CONTAINER MATURE SIZE 36" BOX 25'-35' H X 25'-35' W 24" BOX 40'-50' H X 40' W 24" BOX 30'-50' H X 10'-30' W 15 GAL 30•-ao· H x 20•-50• w 48" BOX 30'-80' H X 20'-50' W 24" BOX 20'-70' H X 30'-80' W 48" BOX 20'-70' H X 30'-80' W 72" BOX 20·-10· H x 30•-ao· w o.c, SPACING WATER USE EP8M. QIY 34 LOW STANDARD 6 HIGH MUL Tl-TRUNK 15 MODERATE STANDARD 67 LOW LOW BRANCHING 39 LOW LOW BRANCHING 1 LOW LOW BRANCHING 7 LOW LOW BRANCHING 4 LOW LOW BRANCHING 1 NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Q-111 l'Ul\11111 IHll1S\ICIOIX.I 7/111111111 ALL TIREES (EXCEPT ON SLOPES 3: 1 OR STEEPER) SHALL BE A MINIMUM 15-GALLON SIZE. 50% OF SHRUBS (EXCEPT ON SLOPES 3: 1 OR STEEPER) SHALL BE A MINIMUM 5-GALLON SIZE. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUNDCOVER AREAS TO COVER 60% OF THE GROUNDCOVER AREA (AT MATURE SIZE). EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY DEAD/MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS. VINES WILL BE PROVIDED FOR SOFTENING OF RETAINING WALLS AND SCREENING WALLS WHERE FEASIBLE. EXISTING SLOPE LANDSCAPING SHALL BE REFURBISHED, REPLACING ANY DEAD/MISSING PLANTS AS APPROPRIATE TO MEET LANDSCAPE MANUAL REQUIREMENTS. ALL EXISTING SLOPE AREAS WILL MEET MINIMUM CITY STANDARDS. SOME OF TIHE EXISTING SLOPE AREAS ARE IN NEED OF ENHANCEMENT, PARTICULARLY AT TIHE BACK OF THE SITE WHERE LOTS 21 AND 22 MEET. VEHICULAR SITE LINES: ANY TREES LOCATED WITIHIN A VEHICULAR SITE LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE TIHE ADJACENT TOP OF CURB. SHRUBS LOCATED IN A VEHICULAR SIGHT LINE MUST BE LESS THAN 30" TALL AT MATURITY. ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTIRUCTION DRAWINGS SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. IN ORDER TO SCREEN PARKING AREAS FROM ADJACENT PROPERTIES AND STIREETS, SHRUBS AT LEAST TIHREE FEET IN HEIGHT WILL BE PLANTED AROUND THE PERIMETER OF THE PARKING LOT. IT IS RECOMMENDED THAT A FULL WEED ABATEMENT PROGRAM BE PROVIDED TO REDUCE THE AMOUNT OF WEEDS PRIOR TO PLANTING. SEE TIHE FOLLOWING EXAMPLE: 10.1. IRRIGATE ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, TWO SETTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. 10.2. APPLY A CONTACT WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. 10.3. REPEAT STEP 10.1 ABOVE. 10.4. REPEAT STEP 10.2 ABOVE. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY TIHE CITY). TIHE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: 11.1. ORGANIC MATTER CONTENT 11.2. N, P, K 11.3. pH 11.4. EC 11.5. SOIL TEXTURE (SILT, CLAY, SAND) 11.6. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY TIHE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTIRUCTION AND SHALL BECOME PART OF TIHE APPROVED PLANS. SHRUBS @ 0 0 ~ BOTANICAL I COMMON NAME AGAVE SHAWII COASTAL AGAVE BACCHARIS PILULARIS 'PIGEON POINT' DWARF COYOTE BRUSH BULBINE FRUTESCENS STALKED BULBINE CEANOTHUS TOMENTOSUS WOOLL YLEAF CEANOTHUS ENCELIA CALIFORNICA CALIFORNIA ENCELIA ERIOGONUM F ASCICULATUM CALIFORNIA BUCKWHEAT HETEROMELES ARBUTIFOLIA 'DAVIS GOLD' DAVIS GOLD TOYON LEYMUS CONDENSATUS 'CANYON PRINCE' CANYON PRINCE WILD RYE MUHLENBERGIA RIGENS DEER GRASS RHAMNUS CALIFORNICA 'EVE CASE' EVE CASE COFFEE BERRY WESTRINGIA FRUTICOSA 'BLUE GEM' COAST ROSEMARY YUCCA 'BRIGHT STAR' BRIGHT STAR YUCCA BOTANICAL / COMMON NAME FICUS PUMILA -STAKED CREEPING FIG TRACHELOSPERMUM JASMINOIDES -STAKED STAR JASMINE CONTAINER MAJURE SIZE 15 GAL 2-3' H X 3-4' W 5 GAL 2' H X 6'-8' W 1 GAL 1-2'H X 1-2'W 5 GAL 6°-8' H X 6'-10' W 1 GAL 2'-4' H X 3'-6' W 5 GAL 3' H X 5' W 15 GAL 6'-10' H 6'-8' W 1 GAL 2'-4' H X 2'-4' W 1 GAL 4.5' H X 4.5' W 5 GAL 8'-10' H X 8'-10' W 5 GAL 4' H X 4'-5' W 5 GAL 1'-2' H X 4'-5' W CONTAINER MATURE SIZE 15 GAL 25'-30' 15 GAL 8'-10' O C SPACING PAY OFFSET WATER USE AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN LOW 8' 8' LOW 4' 4' LOW AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN VERY LOW AS SHOWN AS SHOWN LOW AS SHOWN AS SHOWN LOW O.C, SPACING PAY OFFSET WATER USE AS SHOWN AS SHOWN MODERATE AS SHOWN AS SHOWN MODERATE QIY 97 127 78 108 151 165 54 599 908 116 175 113 QTY 58 9 CALCULATIONS PER THE CARLSBAD OAKS NORTH SPECIFIC PLAN, A MINIMUM OF 10% OF THE PARKING AREA SHALL BE LANDSCAPED. PARKING AREA = 88,685 SF PLANTING AREA REQUIRED = 8,868 SF PLANTING AREA PROVIDED = 8,909 SF GROUND COVERS BOTANICAL / COMMON NAME CONTAINER MAJURE SIZE o.c, SPACING PAY OFFSET WATER USE QIY ~ ~11111 12. 13. 14. 15. 16. 17. 18. BACCHARIS PILULARIS 'PIGEON POINT' PIGEON POINT COYOTE BRUSH CAREX SP!SSA SAN DIEGO SEDGE 1 GAL 1 GAL CAREX TUMULICOLA 1 GAL FOOTHILL SEDGE EXISTING SHRUBS/GROUNDCOVER TO REMAIN - ROSMARINUS OFFICINALIS 'PROSTRATUS' DWARF ROSEMARY TRACHELOSPERMUM JASMINOIDES STAR JASMINE 5 GAL 1 GAL 4' H X 6'-8' W 1' H X SPREADING 1' H X 2" W 2'-3' H X 8' W 2'-3' H X 8'-10' W 60" 60" LOW 49,352 SF 12" MED 2,558 SF 24" 24" LOW 18,388 SF 7,654 SF 36" 48" LOW 19,458 SF 30" 15" MED 1,535 SF FOR LANDSCAPE INSTALLATIONS, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. SOILS WITIH GREATER THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL ARE EXEMPT FROM ADDING COMPOST AND TILLING. PRIOR TO PLANTING OF ANY MATERIALS, COMPACTED SOILS SHALL BE TIRANSFORMED TO A FRIABLE CONDITION. ON ENGINEERED SLOPES, ONLY AMENDED PLANTING HOLES NEED TO MEET THE REQUIREMENT OF THIS SECTION. THE APPLICATION OF ORGANIC MULCH MATERIALS MADE FROM RECYCLED OR POST-CONSUMER MATERIALS SHALL TAKE PRECEDENCE OVER INORGANIC MATERIALS UNLESS RECYCLED OR POST-CONSUMER ORGANIC PRODUCTS ARE NOT LOCALLY AVAILABLE. SOIL AMENDMENTS SHALL BE INCORPORATED ACCORDING TO THE RECOMMENDATIONS OF TIHE SOIL ANALYSIS REPORT AND WHAT IS APPROPRIATE FOR THE PLANTS SELECTED. IN PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS (I.E. PRODUCTION HOME DEVELOPMENTS) A SOIL SAMPLING RATE OF 1 IN 7 LOTS OR APPROXIMATELY 15% WILL SATISFY THIS REQUIREMENT. LARGE LANDSCAPE PROJECTS SHALL SAMPLE AT A RATE EQUIVALENT TO 1 IN 7 LOTS. A MINIMUM OF 3" OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITIH SLOPES LESS STEEP THAN 3: 1 TO COVER THE SOIL SURFACE COMPLETELY. ALL EXISTING PLANTING DESIGNATED TO REMAIN ON SITE SHALL BE PROTECTED IN PLACE. ANY EXISTING PLANTING DAMAGED DURING THE COURSE OF THE PROJECT SHALL BE REPLACED IN KIND TO THE SATISFACTION OF TIHE CITY AND PER LANDSCAPE MANUAL REQUIREMENTS. DGA planning I architecture I interiors 550 Ellis Street. Mountain Viem. CA 94043 650-943-1660 20 I Filbert Street, 3rd Ftoor~San Prancisco,-CA -941 §3 --4·i·5:47i~2700 . ---...... .__, ..... ·--.......... ,__,. """"""" 2550 fifth Avenue •. Suite I I 5. San Diego, CA 92 \03 . . ... s .. 1.9~85:.3.9.<J.O I 720 8th Street, Sacramento, CA 9581 I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 916-441 -6800 SPURLOCK PE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE___ EXP, ___ _ DATE REVIEWED BY, INSPECTOR DATE l---+--+----------i----t-----t--+----tl S3HE1ETII CITY OF CARLSBAD I . PLANNING DIVISION . ~LAN:;:;:;D;:;S~C~AP~E:::;l;:;M;;;:PR;::O;;VE;;;;;::ME;;;;N~T::;P~LAN~:;::S ::;F~O~R:::::· =====~ IONIS- LOTS21AJD22 L3.5 PLANTING LEGEND & NOTES l-----+--+---------------+----+--+---t-----1 ~ _ fe/,'-(/23 I APPROVED: A. ~ I 1----+----,------------------+----+---1----t----a PLANNING . ;:;;D;;W:;;:N;::;;:B;:;:Y,===:::;-;===P=R=o=JE=c=T=N=o=.=:::::;-;:D=R=A=w=1N=G=N=o~. DA TE INITIAL DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CHKD BY: ---LPC2023-0001 & SDP2021-0029 540-?L RVWD BY: _J _J <( m ,-.. 0 0 a:: X N ..... PLAN <:{) oo \!ek------~<o<:,Q 0::, Cl SECTION 1 TREE LEVEL 3 PLAN 2 X ROOTBALL DIRECTION OF PREVAILING WIND 0 "'7 • 2X ROOTBALL ON CENTER PLANT SPACING 0 - 12 0 VARIES SEE PLANTING LEGEND SECTION AT FLAT AREAS 4 GROUNDCOVER Cl'\IIU■l8 IUS\llU ~ 7/IIJllll1lt 11 0 TREE AND ROOTBALL PER PLAN 0 TREE STAKES PER SPECIFICATIONS 0 TREE TIES PER SPECIFICATIONS 0 SET ROOTBALL AT 1" ABOVE FINISH GRADE ® MULCH PER SPECIFICATIONS © 4" HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED 0 FINISHED GRADE © PLANT TABLETS PER SPECIFICATIONS ® PLANTING BACKFILL MIX PER SPECIFICATIONS @) RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS @ EXISTING UNDISTURBED SOIL @ 4" DIAMETER AERATION/BREATHER TUBES WITH GRATE CAPS PER SPECIFICATIONS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW @ 1 CU. FT. CRUSHED AGGREGATE NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. KEEP MULCH 4"-6" AWAY FROM STEMS, AND TAPER AT ROOTBALL 3. TAPER MULCH AT 2" AT FLATWORK 4. SET ROOTBALL ON COMPACTED SOIL 5. IF PERCOLATION TEST FAILS FOR ANY REASON IN ANY TREE PIT, CONTRACTOR SHALL INSTALL AL TERNA Tl VE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION SCALE: 1 /2" = 1 '-o• 2 TREE SLOPE VARIES SEE PLANTING LEGEND GROUND COVER SPACING ON CENTER PLANT P I 811 o.c. 12" o.c. 18" o.c. 24" O.C. 36" o.c. 48" o.c. 60" o.c. PLANT ROW 6.93" o.c 10.4" o.c 15.6" o.c 20.8" o.c 31.0" O.C 36.33" o.c 60.25" o.c 0 GROUNDCOVER PER PLANTING PLAN 0 TRIANGULAR SPACING, TYP. 0 ON CENTER PLANT SPACING AND PLANT ROW, SEE GROUNDCOVER SPACING CHART BELOW; USE FOR QUANTITY 0 OFFSET FROM EDGE OF PAVING, SEE PLANTING LEGEND FOR SPECIFIC MINIMUM OFFSET DISTANCES ® SET ROOTBALL CROWN 1" ABOVE FINISH GRADE © MULCH PER SPECIFICA llONS 0 RIPPED AND RECOMPACTED SOIL PER SPECIFICATIONS © FINISH GRADE ® PLANT TABLETS PER SPECIFICATIONS @) EXISTING UNDISTURBED SOIL @ ADJACENT PAVING PER HARDSCAPE PLAN NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. FOR SPACING BETWEEN DIFFERENT PLANT SPECIES PROVIDE THE LARGER ON CENTER SPACING TO AVOID PLANT OVERCROWDING 8 © VARIES SEE PLANTING LEGEND SECTION AT SLOPED AREAS :::l <( ~ 0 "' X u __ PLAN 12 13 5 SECTION 11 SCALE: 1" = 1'-0" , DIRECTION OF PREVAILING WIND "'7 2X ROOTBALL f ---t-----1 1 0 • 2X ROOTBALL - SHRUB PER PLANTING PLAN ~ :::l ~ <( N ;;;! fl" "' ::, 0 "' aow w a:: _J 0 0 SET ROOTBALL CROWN 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL 0 0 ® © 0 © MULCH PER SPECIFICATIONS PLANT TABLETS PER SPECIFICATIONS FINISH GRADE PLANTING BACKFILL MIX PER SPECIFICATIONS 4" HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS 0 0 0 0 TREE AND ROOTBALL PER PLAN TREE STAKES PER SPECIFICATIONS TREE TIES PER SPECIFICATIONS SET RDOTBALL AT 1'' ABOVE FINISH GRADE AT EXISTING SLOPE LEVEL ® LINE OF SLOPE BEYOND/OR EXISTING SLOPE © 0 © ® @) @ @ @ MULCH PER SPECIFICATIONS 4• HIGH EARTH BERM AT EDGE OF PLANT PIT, FIRMLY COMPACTED FINISHED GRADE PLANT TABLETS PER SPECIFICATIONS PLANTING BACKFILL MIX PER SPECIFICATIONS RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS LAYBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING EROSION CONTROL FABRIC SHALL BE INSTALLED ON THE 1: 1 SLOPES AT THE FRONT & BACK OF PLANTING PITS PER NOTES ON SHEET L3.8 EXISTING UNDISTURBED SOIL 4" DIAMETER AERATION/BREATHER TUBES WITH GRATE CAPS PER SPECIFICATIONS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW @ 1 CU. FT. CRUSHED AGGREGATE NOTES: 1. FRONT AND REAR OF PLANTING PITS SHALL BE GRADED TO A MAXIMUM OF 1: 1 SLOPE. 2. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION. 3. KEEP MULCH 4"-6" AWAY FROM STEMS AND TAPER AT ROOTBALL. 4. TAPER MULCH TO 2" DEPTH AT FLATWORK. 5. SET ROOTBALL ON COMPACTED SOIL. 6. IF PERCOLATION TEST FAILS FOR ANY REASON IN ANY TREE PIT, CONTRACTOR SHALL INSTALL ALTERNATIVE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. SCALE: 1 /2" = 1' -0" LA YBACK SLOPE BEHIND PLANT PIT AS NEEDED TO PREVENT SOIL SLUFFING EROSION CONTROL FABRIC SHALL BE INSTALLED ON THE 1:1 SLOPES AT THE FRONT & BACK OF PLANTING PITS PER NOTES ON SHEET L3.8 LINE OF SLOPE BEYOND/OR EXISTING SLOPE EXISTING UNDISTURBED SOIL NOTES: 1. FRONT AND REAR OF PLANTING PITS SHALL BE GRADED TO A MAXIMUM OF 1: 1 SLOPE. 2. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION. 3. KEEP MULCH 4"-6" AWAY FROM STEMS, AND TAPER AT ROOTBALL. 4. TAPER MULCH AT 2" AT FLATWORK. 5. SET ROOTBALL ON COMPACTED SOIL. f--2 X ROOTBALL--.< SECTION 5 SHRUB SLOPE SCALE: 1" = 1'-0" 3 0 SHRUB PER PLANTING PLAN © EXISTING UNDISTURBED SOIL ® SET ROOTBALL CROWN 1" ABOVE FINISH ® ADJACENT PAVING PER HARDSCAPE PLAN GRADE @) 0 OFFSET FROM EDGE OF PAVING, SEE MULCH PER SPECIFICATIONS PLANTING LEGEND FOR SPECIFIC MINIMUM OFFSET DISTANCES 0 PLANT TABLETS PER SPECIFICATIONS ® FINISH GRADE © PLANTING BACKFILL MIX PER SPECIFICATIONS 0 RIPPED AND RECOMPACTED SOIL AMENDED PER SPECIFICATIONS 4 ---------~-~ ·---·-·--·-·-----------------·-------- SECTION NOTES: 1. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL INFORMATION 2. KEEP MULCH 4" -6" AWAY FROM STEMS, TAPER AT ROOTBALL 3. TAPER MULCH AT 2" AT FLATWORK 4. SET ROOTBALL ON COMPACTED SOIL @) VARIES SEE PLANTING LEGEND AND SHRUB LEVEL SCALE: 1" = 1'-0" :::l <( fl" 8 a:: X N +---11'"+'7½½'7'.k,•.Hlo~--,.=::------' . •I-'---:,-{ :::l <( fl" 0 0 "' X N PLAN VIEW I / SECTION ----@ 7 0 RETAINING WALL PER CIVIL PLAN 0 VINE PER PLAN 0 VINE TIE PER SPECIFICATIONS © SET ROOTCROWN 1" ABOVE FINIS GRADE ® MULCH PER SPECIFICATIONS © 6" HIGH EARTH BERM 0 FINISH GRADE © PLANT TABLETS PER SPECIFICATI ® PLANTING BACKFILL MIX PER SPECIFICATIONS @) COMPACTED SUBGRADE PER CIVIL ENGINEER @ PLANTING PIT ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street. Kountain View. CA 94043 -... -· ..... -. ---------·-. ------. 20 I Filbert Street, Jrd. Floor~San Francisco. CA '9413:3 --------------------------------- 2550 fifth Avenue, Suite 115. San Oieio,CA.92103 I 720 8th Street. Sacramento. CA 958! I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD. CA 92008 650-943, I 660 41s.4if.:i.:;,ao 619-685-3990 916-441-6800 SPURLOCK L APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" RCE __ _ EXP, ____ _ DATE REVIE\v'ED BY, 6 VINE SCALE: 1" = 1'-0" DATE INSPECTOR >------+--+-----------+--+----+---+----II S3H2EET II CITY OF CARLSBAD . PLANNING DIVISION ~LAN==n==s=c=AP..'.::::::E=rMP==R=o=VE==M=EN::T:::::::P::LAN:::::::::S::::F::O::R:::======::: /ON/8- LOTSatNDaa L3.6 PLANTING DETAILS l---+---l---------------+---+---+---+---11 APPROVED: A 4c;__;c .PLANNING ~ DA TE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. LPC2023·0001 & SDP2021-0029 540-7 L 4 1 1 ROOT BARRIER O\altf 111 ,us\mu: 9IB1l\1DDOC.DII 7/'IIJ/IIJ18 5 SECTION I PLAN 0 ® G) 0 0 © 0 ROOT BARRIER WHERE ABUTTING PAVING OR MOW EDGE 10' LENGTH, TYPICAL. HEIGHT PER SPECIFICATIONS ADJACENT CONCRET PAVING PER HARDSCAPE PLAN FINISH GRADE PLANTING AREA VEHICULAR CONCRETE CURB, PER CIVIL PLANTING BACKFILL MIX PER SPECIFICATIONS COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: 1. THIS ROOTBARRIER IS FOR USE IN ON-GRADE LANDSCAPE APPLICATIONS ONLY. REFER TO PLANTING SPECIFICATIONS FOR ROOT BARRIER PRODUCT AND SIZE. 2. REFER TO PLANS FOR SPECIFIC HARDSCAPE/BARRIER RELATIONSHIPS; DETAIL IS DIAGRAMMATIC. 3. TRIM TOP OF BARRIER TO BE 1 /2" BELOW FINISHED GRADE. SCALE: 1• = 1'-0" \ ' I') \ \ \ \ \ \ / \ I \I \ ' / ~ I I I I I " I \, ' ------------- 2 ROOFTOP PLANTER -------------- 0 PLANTER PER HARDSCAPE LEGEND ® PLANT TABLETS PER SPECIFICATIONS 0 PLANTING SOIL PER SPECIFICATIONS 0 INSULFOAM EPS FOAM BLOCK; HEIGHT AND WIDTH AS NEEDED TO SUPPORT ROOTBALL @ FINISH GRADE OF PLANTING SOIL © MULCH PER SPECIFICATIONS 0 TREE ROOTBALL SET 1" ABOVE FINISH GRADE © STRUCTURAL SLAB PER ARCHITECT'S PLANS 0 IRRIGATION SUPPLY PER IRRIGATION PLANS NOTES: 1. PENETRATIONS AND CONNECTIONS TO STRUCTURAL SLAB PER ARCHITECTURAL AND PLUMBING PLANS. SCALE: 1" = 1'-0" ~ ~11111 DGA planning I architecture I interiors &50 Ellis Street, Mountain View. CA 94043 20 I Filbert Street, 3rd Floor, San Frandsco, CA 94133 -----------... ----.... ------~-. ·----•--•---"~·-·~-------·--·· -- 'L5_50 Fifth_Avenue,Suite 11~,San[)ie~ cA..921__03_ ... I 720 8th Street, Sacramento, CA 95811 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 415-477-2700 619-685-3990 9 I 6A4 I -6BOO SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT'' RCE __ _ EXP,----DATE REVIE'w'ED BY: INSPECTOR DATE 1----4---+----------l----+-----l--+----I I S3H3EET 11 CITY OF CARLSBAD I . PLANNING DIVISION . 1-----,f----1----------------+----+--+---t----1 ~LAND:::;;:;:S;:C;::AP~E=IM;:;:::P:;RO;:VE;:::::;M:;E;:NT;:;::::P;:LAN:::;::;S=F;:O:::::R=: =====~ IONIS- Lors21NC>22 L3.7 PLANTING DETAILS 1------+--+-------------+---+---t---+---IIAPPROVED~ ()/~ _PLANNING ~ DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. LPC2023-0001 & SDP2021-0029 DRAWING NO. 540-?L ) i ., \'·-\\ ?, .... ":,.,,, '"-""" -, '',\',_\ . ,:-\ : i Cl\aftllllf na\11U ~ 7/lfJ/llltl \ / -------,:b/: / .. ,-< )/ /~ ' \ '• \'•,•\_·.__ "\-:-,: ' \ '\ ·-' . . '\ \ ·, \ \ ' \ PARKING STRUCTURE ·, \',_'·._\, \ ,/ II ·.·. 'o<·, / ..-/4/ ~-=-,-?5. .F-rr~lF~~ ,! ~~~~"1 ' ,, .,,.\·-.\ 12=':I, ', ~=~>-·•-·••-s ( \ \·. ' "\ ?\ -----,::=~~~~ 1 \ \ ' ' \1 :··\\\\ \ '··, \ \\ \ ',\ \, ,·-•,\:~:\0~~-~ s;: co., ·:' -----~--- >_.: ·•~ - ' i ' ! ' ' ~i ' ' ' ·, ' ' ' ' ' ._ . ~-. . . '• .•, -·-. . ' ' ' NEW BUILDING -----,, ;;:"".::::.i ~ -- ~-::.' ~~! '/ /~~~~ r J : ~-K--i"' .. , ;; ,. "."· . -~_.,..'../·i:-:"'·- ~v• =/~/~~~~;,~'.~ • 11~0-. ,..., "v•,;,, /;\ ·, =nOf1e ,,, ,,. /«//7' ~------"--..:_:_-.:-~-· ·/-/ ,. --~--=~ ~f'::~~2 ccccc,;~·::v , LOOP ·"'=;: '"'</G_~ '' • ""'"'-ff:,,,,;;:,,"" . ·--~ / • -i . . ""' ·--. "·< . . " ·- '>J,-,;;>; "-~-<. :.:-"• '• ::~./~--~-.,,., '• ": )": /'-./"ic./,Al .. ', j .· :V / // ! / . ·~·•·· .•··· .. •·.i>•.•.'·•••i .. ··. .·~~·· .... ·. (lJ 40' 20· o' 40' VERTICAL SLOPE LEGEND [Z3J ,-,,-,,-,,-, ,-, ,-, ,-, ,-, , ,-, ,-, ,-, ,-, ,-, ,-, ,-, ,-------, , SLOPES 6: 1 OR STEEPER WITH THREE FEET OR LESS OF VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM: -STANDARD #1 SLOPES 6: 1 OR STEEPER WITH THREE TO EIGHT FEET IN VERTICAL HEIGHT REQUIRE: -STANDARD #1, STANDARD #2, STANDARD #3 SLOPES 6: 1 OR STEEPER THAT EXCEED EIGHT FEET IN VERTICAL HEIGHT REQUIRE: -STANDARD #1, STANDARD #2, STANDARD #3, STANDARD #4 SLOPE PLANTING REQUIREMENT GUIDELINES: SLOPES 6: 1 OR STEEPER MUST COMPLY WITH THESE EROSION CONTROL MEASURES, DEPENDENT ON THE OVERALL VERTICAL HEIGHT DIFFERENCE OF THE AREA, SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS, SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION, THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS, TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMEND BY THE MANUFACTURER, REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B, STANDARD #2 -GROUND COVER: ONE HUNDRED PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR), C. STANDARD #3 -LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF ONE GALLON CONTAINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE), D. STANDARD /14 -TREES AND /OR l ARGE SHRUBS: TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF ONE GALLON CONTAINERS) AT A MINIMUM RATE OF ONE PER TWO HUNDRED SQUARE FEET . ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, MbUh.tain View, CA 94043 20 Filbert Street, 3rd floor; San Francisco, CA '94133' 2550FifthAvenue,Stiite 11?,S~n[)ielJ",CA 92103 1720 8th Stteet Sacramento, CA 9SSI I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943, J 660 415-477:2700 619,685-3990 916,441.6800 SPURLOCK APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T'1 RCE __ _ EXP, ___ _ DATE REVIE'v/ED BY, INSPECTOR DATE t---+---t---------------+--t---+---t--;134TII ;;:LAN:;::;;D;:S;:C;;:'.AP~E;::::;IM:;P;:;R;:;O:;:VE;;;:;M:;E;:;NT;:::;P;:;LAN=.;:;S:::;F;:O;:;R;::: ======~ CITY OF CARLSBAD PLANNING DIVISION ION/S- LOTS at AID 2a Ll.8 SLOPE REVEGETATION PLAN I APPROVED: /.:l .J c:-J . -----------------------+--+----+---I ~ /ff ~ 1,,/,4/z.., 1-----1---1----------------+---+--+---f----l ::;;P~LA~N::::N~IN~G::::::::==::;-;::=======:::::;;====~ DA TE !NlllAL DESIGNER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OTHER APPROVAL CllY APPROVAL DWN BY: PROJECT NO, DRAWING NO, CHKD BY: ---LPC2023,0001 & SDP2021-0029 540-?L RVWD BY: ¼. ~-. ··,\ . , ~-· - . -------, ,,.,. , -~·· : . i;' ' f / ' ' , . ',' / " " , : :;,,"' ->,.-:,..,,. CL ',RI Ill 1'1.11\1111.E ~ 7/IIJ/JOID ,V ◄ 40' 20' o' DATE INITIAL DESIGNER OF WORK MAINTENANCE RESPONSIBILITY LEGEND 40' + + + + + + + + + + + + + REVISION DESCRIPTION STREET R.O.W. (BETWEEN SIDEWALK AND CURB) AND STREET FACING SLOPE PLANTING MAINTAINED BY CARLSBAD OAKS NORTH BUSINESS ASSOCIATION (CONBA) PLANTING MAINTAINED BY PRIVATE OWNER LIMIT BETWEEN MAINTENANCE AREAS DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL ~ ~11111 DGA planning I architecture I interiors 5SO Ellis Street, M'ot1ntain View, CA 94043 20 I Filbert Street, 3rd .Floor, San Francisco, CA 94133 -----~-· ·-----··-- 2!l50. fifth Avenue, Suite I I 5, San Diego, C,A 92c1Q3. 1720 Elth Street, Sacramehtoi CA 958} I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 650-943-1660 4 I 5-4n-1700 6 I 9-685-3990 916-441-6800 SPURLOCK L TE rs FOR AND APPROVED PLANTING IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" RCE __ _ EXP, ___ _ DATE REVIE\,/ED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: /ON/S- LOTS 21 AID 12 L3.9 MAINTENANCE RESPONSIBILITY PLAN I APPROVED:,£)_ !'~ ~ ~ c.,/,q(z~ PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: 540-?L RVWD BY: LPC2023-0001 & SDP2021-0029 Cr""1•11 IUl\11U INIEll\lOOOLDWI 7/'ll)/'llltfl WATER USE LEGEND SYMBOL p : : : 40' 20' DATE INITIAL DESIGNER OF WORK WATER USE IRRIGATION TYPE AREA LOW OVERHEAD 90,456 SF LOW DRIP 34,294 SF LOW -BIOSWALE OVERHEAD 9,329 SF MEDIUM MEDIUM • VINE LOW-TREE MEDIUM • TREE HIGH· TREE o· 40' DRIP 16,327 SF DRIP 544SF BUBBLERS 848SF BUBBLERS 1,776 SF BUBBLERS 128 SF NOTES· 1. ALL PLANTING AREAS SHALL BE IRRIGATED WITH RECYCLED WATER. 2. IRRIGATION ZONES WILL BE ORGANIZED TO MAINTAIN GROUPINGS OF NO MORE THAN ONE-DEGREE OF SEPARATION OF WATER USE CATEGORIES. 3. EACH TREE AND SURFACE AREA. 4. SEE IRRIGA TlON CALCULA TlONS. VINE ACCOUNTS FOR 16 SF OF SHEET L2.3 FOR WATER USE DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ ~11111 DGA planning I architecture I interiors SSD Ellis Stroet. Mountain View, CA 94043 650-941-1660 20 I Rlbert Street, 3rd :Fl~~r, ~;.;-Francis~~' CA ·94133 415-477~2700 ~-----· -----· -~" --·-"~"-------------·---"··•·-·------·--· ----2550FifthAvenue, S.uite 1.1 s, San Die~o,_C:A 22103 619-685-39,9(} 1720 8th Street,Sacramento,CA 958li 916-441-6800 OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD, CA 92008 SPURLOCK L PE FOR APPROVED PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" RCE __ _ EXP, ___ _ DATE REVIE\vED BY, INSPECTOR DA TE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: IONIS- L01S21ND22 Ll.l0WATERCONSERVATION PLAN I APPROVED:~ A~ ~ I f'r ~ t,,/, 4ft, PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY; __ _ RVWD BY: LPC2023-0001 & SDP2021-0029 540-7 L WHIPTAIL ' . 0 .. t , .Jj:," --.. -. ' . .. -~ ,' ,: : . ---""' -, . . . EXISTING CONCRETE BROW DITCH TO REMAIN 40' 20' o· 40' FIRE PROTECTION ZONE REQUIREMENTS CONDITION A-MANUFACTURED SLOPES FUEL MODIFICATION ZONES FOR MANUFACTURED SLOPES ABUTTING HAZARDOUS NATIVE VEGETATION. MO<] ZONE A 1: • PLANTING WITHIN THIS ZONE SHALL CONSIST OF GROUND COVER OR LOW GROWING SHRUBS SPECIES (LESS THAN THREE (3) FEET IN HEIGHT) KNOWN TO HA VE FIRE RESISTIVE QUALITIES. • IRRIGATION SHALL BE REQUIRED AND MAINTAINED. • ALL ATTACHMENTS TO THE STRUCTURE SHALL BE NONCOMBUSTIBLE. • NO SOLID FUEL FIRE PITS OR OUTDOOR FIRE PLACES SHALL BE PERMITTED. i?2?2j ZONE A-2: • PLANTING WITHIN THIS ZONE SHALL CONSIST OF LOW WATER USE PLANT SPECIES KNOWN TO HAVE SLOW BURNING, LOW FUEL CHARACTERISTICS. • IRRIGATION SHALL BE REQUIRED AND MAINTAINED. • IF ZONE A-2 CROSSES OVER A FENCE LINE, A SIX (6) FOOT WIDE STRIP OF MODIFIED LANDSCAPING SHALL BE PROVIDED PARALLEL TO THE FENCE LINE IN ORDER TO PROVIDE ACCESS FOR FIREFIGHTERS. PLANTS LOCATED WITHIN THE SIX (6) FOOT ACCESS AREA SHALL NOT EXCEED A HEIGHT OF 18 INCHES AT MATURITY. 1-=-=-=:J ---ZONE A 3: ==--• PLANTING WITHIN THIS ZONE SHALL CONSIST OF LOW WATER USE OR DROUGHT TOLERANT PLANT SPECIES KNOWN TO HAVE SLOW BURNING, LOW FUEL CHARACTERISTICS. • TREES MAY BE ALLOWED AT THE DISCRETION OF THE FIRE CODE OFFICIAL PROVIDED THAT, AT MATURITY, A 20-FOOT SPACING CAN BE MAINTAINED BETWEEN THE TREE CANOPIES. • IRRIGATION SHALL BE REQUIRED AND MAINTAINED. CITY OF CARLSBAD LANDSCAPE MANUAL CONDITION A MANUFACTURED SLOPES GRAPHIC SECTION DRAWING --+-~Z=• .... ~· "-A~-~1 _ _,_~µ,=·=n~•~Ac.-~•_,....,_,,,...=·=-A-~-"'"4-~-Vt:9ef4i'ic11 ~ 2{.HeM l • W feiir • ZO"foM I ·..-LfndtSt\!cbedMtfve • f)re.iWIJ.itrieipkmfS. I ,. 1',kiWbuf1)'ilg/fow • Sk\l' bwr~mgtHlw j V1c9etll:tion ~ -~p,-tf«f"'Nhn,;~ ! f,.1¢:J.p;o:xjs ,'1\1~jlcmt~ _ i ., N~•itri9~t0~ • Ti'Pi,i\JJ<!'Q ,. No·tr~~ ·• ·Tr~Caft<i:[!l,,,rspoce,;i:! • N,;,·~-QH1fhdfirit ·• ttri/jlrted ,ZO·ften,p&t ' P,fg ~r'fiieipl~as: • ·I!'l'igarnd ,.. Only ~<i:ilci,mlii~ib/e. pu1lQ ~-.,.,~~ l:'iX\rti!lg veg'ii.h~io'/1 i"fall pt, ~•iMi~'d--i-J /,\\'i~Chi!S.f\/Q~ J"lttien &;fe;,:1i-.-,f f~J1!:F (\ff.et,c:e-·i~ pfe$tnt) Foel l'jtpdiffc_t'(ti_o,n zo~es f pr m(inm:a,;fo ,;:lc_pts-abutti/lg riafiw.< ve-,getntii'.lll" ~ ~11111 DGA planning I architecture I interiors 550 Ellis Street, Mount,in View, CA 94043 '''''' --' ' ----- i_O_I ___ F_ilb_~t _ Street, _3rd :Floor, :San _Prandsco_, CA_:91 __ 1_33: 2550 Fiftl:: Aven~e,_Sl!ite !L~.'-~-~.!1. --~_i!:&~, C!:'-... '?~J03 1720 8th Street. Sacramento, CA 958] I OWNER IONIS PHARMACEUTICALS 2855 GAZELLE CT CARLSBAD. CA 92008 650-943-1660 --·-------------------- 415-477-2700 619,685-3990 916-441-6800 SPURLOCK FOR AND APPROVED PLANTING IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T11 RCE __ _ EXP, ____ _ DATE REVIE\,/ED BY, INSPECTOR DATE t-----t--+------------+--+--+---I----I I S3HE7ET 11 CITY OF CARLSBAD . PLANNING DIVISION ~LAN===D::S::C::::AP_'.:::::E==:IM::P::R=o=VE===M=EN=T=P=LAN==s=F=o=R:=·======= IONIS- Lors 21 AID 22 LJ.11 FIRE PROTECTION PLAN I APPROVED~~ ... 1----+---+--------------+----+---11----+----1 ~ ~ &b1fzs t---+--+----------------t---+--+----1----1 ~P:::LA;:::N:::N:::IN:::::G=::==::;-;:::=======::::::====::: DWN BY: CHKD BY: RVWD BY: DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. DRAWING NO. LPC2023-0001 & SOP2021-002 540-?L