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Home My WebLink AboutDWG 467-4L; PIP 09-02; ISIS PHARMACEUTICALS; 01-48SYMBOLS/ ABBREVIATIONS LEGEND GENERAL 'C. ----·------·-·----- DETAIL NUMBER SHEET NUMBER GRADING AND DRAINAGE + FG XX.XX ~#RISERS@ 2R 11 e• RISER HEIGHT 2T 11 12 ' #TREADS@ "--TREAD LENGTH ~ELEVATION@ RIM XX.XX TOP OF DRAIN / INV XX.XX ELEVATION AT "--BOTTOM OF DRAIN • FG XX.XX TW 6W FS FG WL CONSTRUCTION/ LAYOUT DETAIL NUMBER SHEET NUMBER DETAIL ~ NUMBER X SHEET NUMBER DETAIL NUMBER SHEET NUMBER ---~i=~l!::l.be>.X.<2'd!.-dlo..._ FACE OF 6LOO. 711V FOUNDATION n + IRRIGATION ~--CONTROLLER ,,----STATION r-----::nC NUMBER 21 I.!;,' PLANTING ROTORS STATION HEAD TYPE "------VALVE SIZE VALVE '-----DISCHARGE (GPM) '---------LEADER POINTS TO VALVE SYMBOL 4 QUANTITY ON PAGE • / SPECIES/ / VARIETY PIN TOR 48" BOX STD REVISION ~ ADDITIONAL NOTES SIZE NORTH ARROW PROPERTY LINE CENTER LINE KEY NOTE CALLOUT PLAN ENLARGEMENT CALLOUT SPOT ELEVATION STAIR CALLOUT DRAIN ELEVATION CALLOUT SPOT ELEVATION DIRECTION OF DRAINAGE FLOW LINE TOP OF WALL BOTTOM OF WALL FINISH SURFACE FINISH GRADE WATER LEVEL GENERAL CALLOUT SECTION CALLOUT ELEVATION CALLOUT BEGINNING DIMENSIONING POINT ALIGN ITEMS CENTER POINT VALVE CALLOUT KEY PLANTING CALLOUT KEY DELTA REVISION 0 ISIS PHARMACEUTICALS, INC. 2855 Gazelle Court DRAWING INDEX 1 TS -TITLE SHEET 2 L 1.0 -GRADING AND DRAINAGE PLAN 3 L 1.1 -GRADING AND DRAINAGE PLAN 4 L 1.2 -GRADING AND DRAINAGE PLAN 5 L 1.3 -GRADING AND DRAINAGE PLAN 22 RW -RECLAIME:D WATER TITLE SHEET 23 L 3.0 -IRRIGATION PLAN 24 L 3.1 -IRRIGATION PLAN 25 L 3.2 -IRRIGATION PLAN 26 L 3.3 -IRRIGATION PLAN GENERAL NOTES 1. THESE DOCUMENTS AND COPIES THEREOF ARE LEGAL INSTRUMENTS OF SERVICE FOR USE BY THE OWNER AND AUTHORIZED AGENTS FOR THE DESIGNATED PROPERTY ONLY. 2. ALL TRADES SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH THEY WILL BE EXPECTED TO PERFORM. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR COMMENCEMENT OF CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS SHOWN ON THESE DRAWINGS AND PERTINENT TO THE WORK DESCRIBED HEREIN. 4. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR THERE IS A DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FIELD CONDITIONS. PROJECT INFORMATION OWNER ISIS PHARMACEUTICALS, INC. 1896 RUTHERFORD ROAD CARLSBAD, CA 92008-7326 TELEPHONE: (760) 931-9200 FAX: (760) 603-2700 SITE ADDRESS LOT 14, CARLSBAD OAKS NORTH BUSINESS PARK, GAZELLE COURT, CARLSBAD, CALIFORNIA 92010 LEGAL DESCRIPTION PARCEL 'A' OF ADJUSTMENT PLAT ADJ-09-05 PER CERTIFICATE OF COMPLIANCE 09-14 RECORDED JANUARY 19, 2010AS FILE NO. 2010-0024854. CARLSBAD, CALIFORNIA 92010 PROJECT MA1P 5. ALL CONSTRUCTION SHALL CONFORM TO THE CU RR ENT BU I LOI NG CODES AND ALL LAWS AND ORDINANCES OF THE GOVERNING AGENCIES. 6. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS WITH THE LANDSCAPE ARCHITECT. 7. ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 8. THE CONTRACTOR SHALL VERIFY CONSTUCTION ACCESS, STAGING, EQUIPMENT AND VEHICLE PARKING AND WORKER BREAK AREA LOCATIONS WITH THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK. 9. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD SET OF "AS-BUILT" DRAWINGS FOR THE FINAL CONSTRUCTION DIMENSIONING LOCATIONS OF ABOVE AND BELOW GROUND SITE FEATURES. ASSESSORS PARCEL NUMBER 209-120-11, 17 TOPOGRAPHIC SOURCE: SAN-LO AERIAL SURVEYS (MARCH 14, 1996) AND MASS GRADING PER DWG NO. 415-91 GEOTECHNICAL REPORT: UPDATE GEOTECHNICAL REPORT ISIS PHARMACEUTICAL CAMPUS RELOCATION CARLSBAD OAKS NORTH BUSINESS PARK-LOT 14 CARLSBAD, CALIFORNIA, FEBRUARY 9, 2010 GEOCON, INC. 10. THE CONTRACTOR SHALL REQUEST APPROVAL IN WRITING FROM THE LANDSCAPE ARCHITECT FOR ALL PROPOSED SUBSTITUTIONS TO CONTRACT ITEMS. 11. THE CONTRACTOR SHALL OBTAIN A PERMIT FOR TRENCHES AND EXCAVATIONS FROM THE STATE DIVISION OF INDUSTRIAL SAFETY, WHEN REQUIRED. 12 ALL ITEMS TO BE REMOVED AND RELOCATED OR REPLACED SHALL BE HANDLED WITH PROPER CARE AND STORED IN A SAFE PLACE TO PREVENT DAMAGE. DAMAGED ITEMS SHOWN TO BE SALVAGED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 13. THE CONTRACTOR SHALL KEEP ALL TRASH, MATERIALS AND EQUIPMENT INSIDE THE WORK AREA AND AWAY FROM WALKWAYS AND ROADWAYS. 14. CAUTION: BEFORE EXCAVATING, VERIFY THE LOCATION OF UNDERGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUEST MARK OUT OF UNDERGROUND UTILITIES. PROJECT DESCRIPTION COMPLETE LANDSCAPE FOR A NEW-CONSTRUCTION INDUSTRIAL-USE BUILDING. THE SCOPE OF WORK INCLUDES LANDSCAPE GRADING/DRAINAGE, CONCRETE FLAT WORK, LANDSCAPE WALLS, PEDESRIAN BRIDGES, STORMWATER BIOSWALES, IRRIGATION, PLANTING, ETC. SEE PLANS FOR FULL SCOPE OF PROPOSED WORK. DI RT DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER;,'ICI ALERT OF SOUlltERN CALIFORNIA 6 L 1.6 -GRADING AND DRAINAGE DETAILS 7 L 2.0 -CONSTRUCTION PLAN 8 L 2.1 -CONSTRUCTION PL.AN 9 L 2.2 -CONSTRUCTION PLAN 10 L 2.3 -CONSTRUCTION PLAN 11 L 2.4 -CONSTRUCTION PLAN 12 L 2.5 -CONSTRUCTION PLAN 13 L 2.6 -CONSTRUCTION PLAN 14 L 2.7 -CONSTRUCTION PLAN 27 L 3.4 -IRRIGATION PLAN 28 L 3.5 -IRRIGATION PLAN 29 L 3.6 -IRRIGATION SCHEDULES 30 L 3.7 -IRRIGATION DETAILS 31 L 3.8 -IRRIGATION DETAILS 32 L 3.9 -IRRIGATION DETAILS 33 L 4.0 -PLANTING PLAN 34 L 4.1 -PLANTING PLAN 35 L 4.2 -PLANTING PLAN 36 L 4.3 -PLANTING PLAN 37 L 4.4 -PLANTING PLAN 38 L 4.5 -PLANTING PLAN 15 L 2.8 -CONSTRUCTION DETAILS 16 L 2.9 -CONSTRUCTION DETAILS 17 L 2.10 -CONSTRUCTION DETAILS 18 L 2.11 -CONSTRUCTION DETAILS 19 L 2.12 -CONSTRUCTION DETAILS 20 L 2.13 -CONSTRUCTION DETAILS 21 L 2.14 -CONSTRUCTION DETAILS 39 L 4.6 -PLANTING SCHEDULE & DETAILS 100_, ___ iE!) DECLARATION THE FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD. ALL IRRIGATION BACKFLOW PREVENTER$ 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 BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT: HTTP:1/WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATER BACKFLOWTESTERLIST.PDF FOR RECYCLED OR HTTP://WWW.CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/WATER BACKFLOWTESTERLIST.PDF FOR POTABLE OR CALL 438-2722 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 ARCHTECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM". A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TO: 760-944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 CITY or OCEANSID£ ,, I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. PACIFIC OCEAN I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK. Of MY RESPONSIBILITIES FOR THE PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS Of APPROVAL RELATED TO LANDSCAPING. J, "fJ, . BY: ~ ~ ~ DATE: 6-25-2010 RLA 3321 06-30-11 LICENSE NO. EXP.DATE ~ ENGINE RING PLAN ~ECKER t\l1~w'° D TE CITY or ENCINITAS VICINITY MAP LA Hl!RI LANDSCAPE ARCHITECTURE 928 1-!0RNBLENO STREET, SUITE! # 3 SAN DIEGO, CA 921 08 8!58/274-3222 www.NERllACOM \.../>,NDSCA,oe, ~~ /. -1. 1v4l ts P. tve, 110 ~~~ -,.\ --~ --~ -___ !~ 1, Expire■ 5/J0/11 ~ ,J' .. '1' }?L4 :r~'l' ~...,, J-.t oq.:. OF CA\...\~ LOCATION MAP TS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ PLANNING DEPAR™ENT g LANDSCAPE TITLE SHEET FOR: /SIS PHARMACEUTICALS I APPROVED: {1~X1 C:r: f::U-oit I 4,'b-~o PLANNING /]\ DWN BY: ~ PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL DATE INlllAL CHKD BY: JN ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: PIP 09-02 467-4L - I f I I ' i I l i i ! ! ' \' """ ' ,,c;;~--~<(.<.,:-,•~', MATCHLINE: SEE SHEET L 1.3 FL439.3 ..r~-< '•·•~-•••m•••·~--.... _ .. __ "I> 12" DRAINLiNE EXTENSION WITH COUPLING CONCRETE HEADWALL ' ' .. ,_ . 12" DRAINUNE EXTENSION WITH CONCRETE LUG NOTE: SPECIFIED COBBLE TO, BE PLACED AT DRAIN INLET AND DAYLIGHT TO SCREEN FRCM CASUA.L VIEW. ~ r- .J i-w w --J.. (I) w LU if) w z ~ .... --· ....! :c () 1--<( ~ KEY MAP LEGEND SYMB. DESCRIPTION EXISTING CONTOUR 450 PROPOSED CONTOUR 450 PROPOSED lANDSCAPE CONTOUR [_ ... ..'~ PROPOSED .BIORETENTION SWALE :::; FINISH SURFACE OF PAVING FINISH GRADE 0 ® FLOOR SLAB ELEVATION' INVERT ELEVATION TOP OF GRATE CATCH BASIN (SEE CIVIL) 4" ATRIUM DRAIN 9" ATRIUM DRAIN SDR 35 PVC SOLID DRAINLINE -0.5% MIN. 1x6 COMPOSITE FU\T ORA.IN· 0.5% MiN. \NALL COMPOSITE DRAIN WITH 3" SOR 35 PERFORATED ORAINLINE I SOCK --,,. DIRECTION OF FLOW []ill 0 !ill 12xi2 CATCH BASIN WI CAST IRON GRATE POOL DRAIN DOWNSPOUT DRAIN BOX (SEE CIVIL FOR CONNECTION TO SIOSWALE) GENERAL NOTES: 1. PROVIDF. POSITIVE SIJIZFACE l)RAINAGE (2% GRAD!: !N PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYS fE11t --------------------- DETAJL CIVIL CIVIL PER Pl.AN CIVIL & EIL 1.4 CIVIL CIVIL CIVIL CIVIL CIVIL CIVIL AIL1.4 BL14 CIL14 EiL2.10 C/L2.l2 D/Ll.4 l 1.0 LA APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING r.)RECiSE LOCATION OF PLANTING AREA n.A♦ • t,i\jTt.-'1' ~.,)!Uwtr/y,.,-..--.:. "1 · z.& ·II LA. ~¼Jd. EXP. ~·W•f71> DATE LANDSCAPE GRAD!NiJ & DRAl.NAGfil PLAN FOR; !SIS PHARMACEUTICALS PROJECT NO. PIP 09-02 DRAWING NO. 467-41. _II ....c r 0 • y- _J I-w w I (/) w ,P•'" w (/) 40 ,J F-1 I I I i . i--------, __ -.a•-~ -·---=--~-~--- -· . -----. --,.,-..,_ ------~~~ KEY MAP LFGEND SYMB. DESCRIPTION EXISTING CONTOUR ---450--PROPOSED CONTOUR -450-PROPOSED LANDSCAPE CONTOUR L····. "J PROPOSED BlORETENTION SWALE FINISH SURFACE OF PAVING re FINISH GRADE Fi FLOOR SLAB ELEVATION ff INVERT ELEVATION TC TOP OF GRATE 0 ® CATCH BASIN (SEE CIVIL) 4" ATRIUM DRAIN 9" ATRIUM DRAIN SOR 35 PVC SOLID DRAINLINE • 0,5% MIN. 1x6 COMPOSITE FLAT DRAIN •0,5% MIN, -~➔ DIRECTION OF FLo·w !illfil 12x12 CATCH BASIN W/CAST IRON GRATE 0 POOL DRAIN !lit DOWNSPOUT DRAIN BOX (SEE CIViL FOR CONNECTION TO 810SWALE) filt]ERAL NOTES: 1. PROViDE POSITIVESURF ACE DRAINAGE (2 % GRADE IN PLANTING AREAS) AWAY FROM STRUCTU"ES AND TERMINATING !NAN APPROVED DRAINAGE SYSTEM. . \;z;;-_~\\;-<i":xA'::'"~ \ DETAIL CIVIL CIVIL PER PLAN CIVIL & Ell 1.4 CIVIL CIV!L CIVIL CIVIL CIVIL CIVIL Ail 1.4 Bl 1.4 GIL1.4 C/L.2,12 D/L1.4 L 1.1 ; z~: :;t~u :~~:;:::'ftf ~ LA APPROVED FOf~ lRRIGATION AND PLANTING ONLY, N UH t.AN DS CAP I'!. Ano Hrn::c·n,1 Re: 02.0 i-!OHN:3i.ENO SUiliff. SU11:e: # 3 l~1CLUOING PRECISE &Ji PJ;:GO~ Cl\ 92109 856/274<U.2:2 __ ,,_ 'ft:;'. LOCATION OF PLANTING ,:t "le 'Pc, tf ", 1, AREA , # J /\,l/ -~ -·· -· q .., ... !1/u-0/11 -$ ",;. ,\>LA S)~\ #'" ,,... (j Op Gf-~\' _, LA.•-·-----·-EXP .. DATE --REViEWED BY: ·--~-INSPECTOR nA1F' ..... ___ ----[ 1r CITY OF C1\RISBAD--:rEEJ --·--~-"--. J PLAJ:!NING DEPARTMENT ; 48 ,. .. " .. . . -·------_.,.,._____ f-· LANDSCAPE GRADING & DRAlNAGE PLAN lfOF~ .. /SIS PHARlvfACEUTICALS ----~-· ------------·- ------·~-. -----·-·---·-· ----·------APPROVED: ~-~i_tJ />t~1J_c..:LfJt.;;,tt -·•·•r•· ,., .. ,. "f. (:2.\ SOL.it~ PANEL ADD!JiON TO SLOPE 1115/18 NLA ,_ ..,,_,,_,. --·t,f«t':, O"'-t PLANNING .. ;j\ COi'.!§lflUCflON CHAtJGEJ... ________ ---6l2i11 JPN -4:Jti·ll t<}i;... DWN SY: -j GROJECT NO. DRAWING NO. ~--·-DATE INITIAL OAT!:: IN!l1Al DATE INITIAL ~t~ ~f _.J~ _PIP .09-02 ' REVISION DESCRIPTION . -467-4L ENCi NEER or WORK! I QIHER APPROVAL CIT\' APPROVAL --i • .. ·---- 2 ,.C €' ....J I _t r ' I \ ,, \ .. ' 0 1(1 r r EI) rJ\l FG 455,5 TG45J.5 IE452.0 TG 45;3,5 ______,.,_. ____ , __ ,,,, .... ! I , f i KEY NOTES 0 DRAIN BOX IN PAVING <v CONNECT POOL DRAIN TO 4" ABS SE'IIVER LATERAL· SEE SHEET P-201CC E:NGINC:rn Of WORK REVISION DESCRIPTION KEY MAP LEGEND SYMB. DESCRIPTION ------ 45.0 450 0 © IDJ1J 0 EXISTING CONTOUR PROPOSED CONTOUR PROPOSED LANDSCAPE CONTOUR PROPOSED BIORETENTION SVVALE FINISH SURFACE OF PAVING FINISH GRADE FLOOR SLAB ELEVArlON INVERT ELEVATION TOP OF GRATE CATCH BASIN (SEE CIVIL) 4" ATRIUM DRAIN 9" ATRIUM DRA1N SDR 35 PVC SOLID DRAIN LINE· 0.5% MIN. 1x6 COMPOSITE FLAT Df~AIN -0.5% MIN. DIRECTION Of FLOW · i2x12 CATCH BASIN VV/ CAST IRON GRATE POOL DRAIN DOWNSPOUT DRAIN BOX (SEE CIVIL FOR CONNECTION TO BIOSWALE) Qf.NERAL NOTES:_ 1. PROVIDE POSIT1Vfi. SURFACE DRAINAGE (2% GRADE IN PLANTING Af,EAS) AWAY FROM STRUCTURES AND TERMINA flNG iN AN APPROVED DRAINAGE SYSTEM. OETAlL C!V!L CIVIL PER PLAN CIVIL & E/l1.4 CIVIL CIVIL CIVIL CIVIL CIVIL AIL 1.4 Bl1A Cil1.4 C/L2.12 0/l'l,4 r ! ii ,. I i; ;, l L ,If 2 ii l , •. ii DATE: INITIAL ornrn APPROVAL - LA DA IT INITIAL CITY APPROVAL APPROVED FOR !RRIGA TION AND PLA.NTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA fsHmlfCITY _OF CARLSBAD L~_J L~ ~ PLANNING DEPARTMENT LANDSCAPE GRADING & DRAINAGE PLAN FOR: !SIS PHARMACEUTICALS ~~ ;'.,_L~• • .r ;. J-.:" '·" ·••- \ o 'Kl n.rw \ TG 451.0 IE 450.0- (' ' ", ·--~---. ·\' ~->-~ )(,.·... .-·\{ , .. ·-·. ""' "+1<+ . J~cx.;:,;.;· · ·····•1··.•·~.·.·.• · ·· • • .. _-., ' ••• > ' '• ""•' I I = MATCHLINE: SEE SHEET L 1.0 IE450.5 TG 454.0 IE452.66 · ,,.,, .. TG454.0 'IE 453.0- TG 453.5 IE452.5 TG 453.5 ~:5~\ IE 451.2 IE4?1.9. ~ \ 4.50 440 •····'•\'h .,.<: •.. ,,,. ... .-·;;,, ·.-... ,. .. ····420 KEY MAP LEGEND SYMB. 0 ® DESCRIPTION EXISTING CONTOUR PROPOSED CONTOUR PROPOSED LANDSCAPE CONTOUR PROPOSED BIORETENTION S\VALE FINISH SURFACE OF PAVING FINlSH GRADE FLOOH SLAB ELEVATION INVERT ELEVATION TOP OF GRATE CATCH BASIN (SEE CIVIL) 4" ATRIUM DRAIN 9" ATRIUM DRAIN SDR 35 PVC SOLID DRAINLINE • 0.5% MIN. ·-----1x6 COMPOSITE FLAT DRAIN· 0.5% MIN . ---------c► DIRECTION OF FLOW @B 0 1111 12x12 CATCH BASIN WI CAST IRON GRATE POOL DRAIN DOWNSPOUT DRAIN BOX (SEE CIVIL FOR CONNECTION TO BIOSVVALE) GENERAL NOTES: 1. PROVIDE POSITIVE SURF ACE DRAiNAGE (2 % GRADE tM PL,\MTINGAREA-S)AWAY FROM STRUCTURE-$ AND TERMINATING iN AM APPROVED DRAINAGE SYSfEM. DETAIL CIVIL CIVIL PER PLAN C!Vll ;3. E/l.1.4 CIVIL CIVIL CIVIL CIVIL CIVIL CIVIL NL1.4 BL1.4 C/l"l.4 Cil2.12 DIL1A L 1.3 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDlNG PRECISE LOCATION OF PLAf\JTlNG AREA REVIEWED BY: l--==c--f--:-,,--:---l--f.",---:-,,-:--:::--:-:-c::-c:-cc:-=:-:-:-:----------·--------·--i----j----4r--c--:--j-----j 1/16/18 NLA /"2\ SOLARP.ANELJ\DDIT!ONTOSLOPE ..f-... ..+,'.,b r-~ w-.,;·=·•~--'-------~====~------•-·-+--•--~---+----+----l DATE INITIAL ~ DATE INITIAL DAT<: INITIAL ENGiNEER Ol' WORKI REViSION DESCRIPTION OlrlER Af>PROVAL CITY APPROVAL .. J ' co 0 4" ATRIUM DRAIN 6' SDR 35 DRAIN PIPE TO BIOSWALE (SEE --- CIVIL FOR CONTINUATION) DRAIN TONGUE(SEE -, ARCH.) MIXED SIZE COBBLE "RAIN DRAIN" BOX - 6" SDR 35 DRAIN PIPE (SEE CIVIL) THRU - DRAIN BOX 1"x6" COMPOSITE FLAT DRAIN PER C/L1.4 90% COMPACTED SUBGRAOE, 12" DEEP CONCRETE COLUMN FOOTING· WHERE OCCURS - 3"-5" COBBLE - ~-TOP OF GRATE ELEV. (T.G.) POLYETHYLENE ROUND ~-GRATE WITH U.V. INHIBITORS SEWER & DRAIN RISER PIPE :/s-'.i-J=.•--LENGTH AS REQUIRED -.,,. .. ,,,/'" }(~'J °)(:':'' SANITARY SEWER TYPE ;,----~ DRAIN TEE COMPACTED CRUSHED STONE PERFORATED PVC DRAIN PIPE WITH FILTER SOCK COMPACTED SUBGRADE PER SOILS ENGINEER INVERT ELEV. (I.E.) SECTION -NO SCALE _{____ .--,.--,.--,~ 6" SDR35 DRAIN PIPE I' CORE 6 112'' DIA. ' t HOLE IN BOX TO ~ -1 ':j::::::::::z:1, :µ::;;"':;;;:"'-:t'.::l-ACCEPT PIPE T ~ ,......,........, CONG. DRAIN BOX 1o 5" DIA. KNOCK-OUT (TYP. OF6) 6" PVC Ell DRAIN BOX PLAN VIEW "RAIN DRAIN" BOX ~ 1.5% MIN. SLOPE SECTION@ PAVING -8" SECTION @ PARKING // IDENTICAL OPPOSITE HAND 5'·0" MIN. 6" --¥---,f-----1 ' SEE CIVIL OWGS. SECTION @ LANDSCAPE ® BIORETENTION SWALE CONCRETE PAVING ...-------SQUARE ATRIUM GRATE BUILDING FACE ~ COBBLE - NON-WOVEN GEOTEXTILE SCH 40 DRAINLINE ...---t+---INVERT ELEVATION CONCRETE BUILDING FOUNDATION ~ CONCRETE COLUMN FOOTING· WHERE OCCURS ____,/ -,?--1'·6" -- C FINISH GRADE AMENDED SITE SOIL IN-LINE DRIP TUBING· SEE IRRIGATION PLANS COMPACTED SITE SOIL, 90% OF DRY DENSITY BUILDING PERIMETER DRAIN SECTION 1%MIN. = PE TO PVC ADAPTER ELL .,..---DRAINAGE STRUCTURE· SEE CIVIL DWGS. .,..---FINISH GRADE _,.---CUT END OF LINER AND LAP@ FACE OF STRUCTURE ..-----TOP OF HEADER BEYOND ,.------15 MIL LINER FLAT DRAIN TO DRAIN PIPE ADAPTER DETAIL '---90% COMPACTION, 12" DEEP · TWO INCHES OF SOIL BELOW LINER SHALL BE FREE ANO CLEAR OF ROCKS ~1/2" F BIOSWALE CONNECTION TO DRAINAGE STRUCTURE ...-----BOULDER -SEE A&BIL2.14 ...-----COBBLE· EMBED 115 STONE DIA. INTO SOIL \.....---FINISH GRADE NOTE: SEE CIVIL DWGS. FOR SWALE GRADING 314" ~ 1'-0" . 1/16/18 NLA /2\ SOI AR PANEL ADDiTION TO S1 "PF DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION NO SCALE . L14 . N LA APPROVED FOR IRRIGATION . AND PLANTING ONLY, NERI LAN.D5CAP.'1 ARCHIT.!.CTURE 926 HORri!ll..Ei.'>0 SmE.ET. $1.Jrra: JJ 3 INCLUDING PRECISE SAN 011.00, CA 92 log -= IJ58.l:2.74•3222 ',NWW.N~1LAcoi.1 \_;,J-IOSCA,oe" LOCATION OF PLANTING ,? -1 <f ,~s P. ;tt ,... ff Vim , :i AREA it ::. ( V -1 (I E>:Jlitu IIC}]0/11 ❖ "';, .,. ·fl'. R(4 J).'t.' p'/:,,.' !' ~(.) or CAL\ L.A. EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CAf~LSBAD ~: PLANNING DEPARThlENT ,, ,, LANDSCAPE GRADING & DRAINAGE DETAII.3 F JR: /SIS PHARMACEUTICALS I APPROVED: /<t-1 ( C..:r, ~\\ • ..,ft: I , ... ~-lo PLANNING 4 .-\-., I!-'"""-DVIN BY: JS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JN Oll-l£R APPROVAL CllY APPROVAL RVWO BY: PIP 09-02 467-4L 2 KEY MAP ' .. ' I ' i i i i i i i FITNESS EQUIPMENT LEGEND SYMBOL DESCRIPTION SOURCE ~ BEAM JUMP MIRACLE RECREATION 888-458-2752 <$> SIEPUP MIRACLE R!:CREATION 888-458·2752 MODEL NUMBER 160·005 160-001 FITNESS EQUIPMENT SIGNAGE LEGEND SYMBOL DESCRIPTION SOURCE MODEL NUMBER <zy BEAM JUMP MIRACLE FRAME (SING. WI BACKING): 160-200-1 SIGN RECREATION SIGN: 160-205 883-458-2752 <S> STEP UP SIGN MIRACLE FRAME (SING. WI BACKING): 160-200-1 RECREATION SIGN: 160-201 888-458-2752 ~ CONCRETE FOOTING (6) 12" DIA. X 18" DEEP (3) 12" DIA X 18" DEEP (STEPS) (1) 12" DIA. X 30" DEEP (POLE) CONCRETE FOOTING (Z) 12" DIA. X 18" DEEP (Z) 12" DIA X 13" DEEP DETAIL SEE SPECS. SEE SPECS. DETAIL SEE SPECS. SEE SPECS. & / MATCHLINE: SEE SHEET L 2.5 KEY NOTES: 0 FIRE HYDRANT· PER CIVIL (TYP. SYM.) ~ SETBACK ~ BIORETENTION SWALE· PER CIVIL (TYP. SYM.) ~ LOCATE BOULOEI{ PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) <9 ADA RAMP· PER CIVIL (TYP. SYM.) i> CONCRETE FOOTING • PER STRUCTURAL (TYP.) ~ LIGHT STANDARD· PER ELECTRICAL (TYP. SYM.) ~ MONUMENT SIGN • SEE SIGNAGE PLANS (REQUIRES SEPARATI: PERMIT) 0 ~ <s> DIRECTIONAL SIGN (REQUIRES SEPARATE PERMIT) RETAINING WALL (REQUIRES SEPARATE PERMIT) GAS METER CONSTRIJr;r CONCRETE HEADER BETWEEN OWNER-MAINTAINED ANO ASSOCIATION-MAINTAINED SLOPE AREA PER DETAIL DIL2.14 ~EEL 'T CAL ,& DRAWINGS FOR FIXTURE TYPE AND CIRCUITING) ;... ... r I I I t MATERIAL LEGEND SYMBOL . E.J. SCORE ~"'' INT ~:;w . ' CUT '7 '1 '1 '1 'lV'l'l n DESCRIPTION STABILIZED DECOMPOSED GRANITE PAVING PEDESTRIAN CONCRETE PAVING ENHANCED PEDESTRIAN CONCRETE PAVING'A' ENHANCED PEDESTRIAN CONCRETE PAVING'S' VEHICULAR CONCRETE PAVING ENHANCED VEHICULAR CONCRETE PAVING'A' INTERLOCKING PAVERS RIVER ROCK MULCH SOURCE MATERIAU FINISH/NOTES "CALIFORNIA GOLD" PREMIXED WITH 'STABILIZER' LOCAL BATCH PLANT UNCOLORED CONCRETE, LIGHT WASHOFF "SANO" FINISH AND TOOLED SCORE LINES LOCAL BATCH PLANT INTEGRALLY COLORED (SOLOMON 'GINGER') CONCRETE WITH LIGHT WASHOFF "SAND" FINISH AND GLOSS SEALER. WEAKENED PLANE & SAWCUT ;B T JO INTEGRALLY COLORED (SOLOMON 'BARK') CONCRETE WITH LIGHT WASHOFF "SANO" FINISH AND GLOSS SEALER, WEAKENED PLANE & SAWCUT CONTROL JOINTS . LOCAL BATCH PLANT UNCO REb--GDNDRETE, MEDIUM BROOM FINISH AND ORCO BLOCK (760) 757-1780 KRC (760) 744-10 SWB (760) 451·33 3 ·o~ CHATEAU B-9 COLOR RP 2"-8" 'MISSION' ,& DETAIL HIL2.8 B/L2.8 BIL2.8 BIL2.8 B/L2.8 B/L28 B/L2.8 C&DIL2.8 Ell 1.4 10 TONS/1,000 SQ. FT. DISTRIBUTE PER LANDSCAPE ARCHITECT'S DI ECTION f-------+-P-LA_N_T_A_B_L_E---1-~NA-T=l~O~N-AL~DI-V~E-R-SI_F_IE-"Dh-'1'~CK ESTEO ~ 0 = = PAVING SALES 1-888-825-4716 HONEYCOMB PAVERS FOR E/L2.8 FLAGSTONE PAVING BOULDER LARGE ROUND PLANTER WITH RESERVOIR CMU RETAINING WALL STONE PAVING ON PEDESTRIAN BRIDGE WHEEL STOPS DECORATIVE JOINTS EXPANSION JOINTS LA KRC (760) 744-1036 SWB (760) 451-3333 SITE TOURNESOL SITE WORKS (600) 542-2282 QTY: (3) US-4200 WITH CWC-3300/CWM-1720-4K IRRIGATION KRC (760) 744-1036 SWB (760) 451-3333 KRC (760) 744-1036 SWB (760) 451-3333 USPRECAST (619) 240-8000 TREX (800) 289-8739 SIKA CORPORATION (800) 933-7452 HEAVY VEHICLE OR FIRE ~ 2" THICK 'AUTUMN GOLD' ,& QUARTZITlc FLAGSTONE WI 112" JOINTS VARIO\f)_ SIZE§ iOeKPllE[)ON SITE. # CORRESPONDS TO PLAN ANDO T ROUND FRP PLANTER, MMP AGED BRONZE FINISH, T-0 ,& TEXTURE, 52 l8S., INSTALL 25 C.F. "BACKFILL" SOIL 24"x24"x5l8" 'AUTUMN GOLD' QUARTZITE TILE VENEER; ·12"x24"x2" 'AUTUMN GOLD' WALL CAP 24"x24" GAUGED 'AUTUMN GOLD' WITH 112" JOINTS PRECAST CONCRETE, 6' & 4' J.-EtjGHjS--~--~ rREX Ix DECKING ON EDGE & SIKA FLEX 'BRONZE' WITH PLAYSANO & G/L2.8 NL2.14 E/L4.6 C/L2.10 IIL2.8 CIL2.14 NL2.8 NL2.8 L 2.0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA LA. __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----1---1-----------J-----,l---+---I----I I SH7EET I CITY OF CARLSBAD rsRiffsl8 PLANNING DEPARTh1ENT ~ r,LAN~D:S~CAP:=:::E:=:C:=ON:::S::T::R::U:;CT::l:=ON~P::LAN=:::::FO=R::==· ==t'.;;;:;;;;:,;~ /SIS PHARMACEUTICALS PROJECT NO. PIP 09-02 DRAWING NO. 467-4L 2 vl j 0 -J rt-, / ' ' " ·•··•···' , f I , , ... ,. -~ ----···-····· ······-_ _._, ____ ,,, .. -·-~ -~--.---....... -.. ,,., .• , ... .,, ............... ·-~ . .,.,..,-;( .... , ....... . , ---•--• ,_.,,,,o.,,,, ••• 0 ·-•••••••-• •• ,,,. -•~ •-~••---•• .. •••••••, ;:I· 0Uo '"' • N -,,,,N.<OH<'-0,~ ••0, ••--~ ••••• ••• ' , \ •.•..• A .... ' , , f '.--············ ' ' ~;;=~;~~~~~,n/\Z'/'~-.,--~~~i~~~'?-='/'~~~=:·===~=~~;,?~~{ ---, 137"-3 3/4' ...... ~- I • • f , I ' ,-' I 1 l >,' :::•, u~ -: .. .,, ,-; -_-,_, o>r,,,..,_ ' J, -"-_: -_---' ~ ! ,' r-~ r' ;"''. ~:=~i ~:~~:'~-------__ ,. :.:':, -·r· ,,, ! . ' . ~ ;,, , • ;;.-, '--''""" :,<r•~• 'J~~: I al~~ • ~• I •-~):. ~ ; . ' ' I ~' , --~ I ,. I I Ll\ .,(:,{} ! : '•, , ! t'-"' ' l -" . \·_f'lf -i--. , , l ,. ,,, ,, . ., '-. --.: ... _, .. ·- ,--. FITNESS EQUIPMENT LEGEND SYMBOL DESCRIPTION SOURCE · MODEL NUMBER CONCRETE FOOTING DETAIL <& BENCH MIRACLE 160-020 (2) 12" DIA. X 18" DEEP SEE STRETCH RECREATION SPECS_ 888-458,2752 <& HAMSTRING MIRACLE 160,019 (2) 12" DIA. X 18" DEEP SEE STRETCH RECREATION SPECS- 888·458,2752 FITNESS EQUIPMENT SIGNAGE LEGEND SYMBOL DESCRIPTION SOURCE MODEL NUMBER CONCRETE FOOTING DETAIL -0> BENCH/ HAMSTRING MIRACLE FRAME (WITH TWO SIGNS): -JS0-200·2 (2) 12" DIA. X 18" DEEP SEE STRETCH SIGN RECREAflON SIGN(S): 160,220, 160-219 SPECS. ~ FITNESS TRAIL 'PANNIER' 'LOW PROFILE' INTERPRETIVE SIGN (2) 12" DIA. X 18" DEEP E/ L2-14 MAP SIGN (800) 544-8428 FRAMES & PRINT READY GRAPHIC PANELS WILL BE PROVIDED TO SITE FOR INSTALLATION BY CONTRACTOR. Lr:; .-/ ,, - • ' ' '/ ' ' ,,. ' ' '•·f d l I 1 -------! ,, I. ,, / ,.,-"' I- N • N • • iW !z :'_,,, l --' j KEY NOTES: 0B FIRE HYDRANT -PER CIVIL (TYP_ SYM_) <§> SETBACK BIORETENTION SWALE -PER CIVIL (TYP. SYM_) LOCATE BOULDER PER WlDSCAPE ARCHITECT'S DIRECTION (TYP-) ADA RAMP -PER CIVIL (TYP_ SYM-) CONCRETE FOOTING -PER STRUCTURAL (TYP) LIGHT STANDARD -PER ELECTRICAL (TYP_ SYM-) RETAINING WALL-SEE CIVIL FOR STRUCTURAL DETAILS & CIL2.10"RETAINING WALL" DETAIL FOR STONE VENEER FINISH. REQUIRES SEPARATE PERMIT MATERIAL LEGEND KEY MAP SYMBOL DESCRIPTION SOURCE MATERIAU FINISH/NOTES DETAIL "CALIFORNIA GOLD" STABILIZED DECOMPOSED GRANITE PAVING PREMIXED WITH 'STABILIZER' HIL2-8 EEB E_J_ SAW CUT E_J_ w_J_ SAW CUT E_J_ w_J_ SAW CUT PEOESTRIAN CONCRETE PAVING ENHANCED PEDESTRIAN CONCRETE I PAVING'A' ' ENHANCED PEDESTRIAN CONCRETE PAVING'S' LOCAL BATCH PLANT LOCAL BATCH PLANT LOCAL BATCH PLANT UNCOLORED CONCRETE. LIGHT WASHOFF "SAND" FINISH AND TOOLED SCORE LINES INTEGRALLY COLORED (SOLOMON 'GINGER') CONCRETE WITH LIGHT WASHOFF "SAND" FINISH ANO GLOSS SEALER, WEAKENED PLANE & SAWCUT -CQti(~,Q.L_.(O~J.~,_~ INTEGRALLY COLORED /4\ > (SOLOMON 'BARK') CONCr~ > WITH LIGHT WASHOFF "SAND" { FINISH AND GLOSS SEALER, WEAKENED PWlE & SAWCUT I _ _ CONTROL JOINTS. • • ,./ -E_J. VEHICULAR LOCAL BATCH PLANT UNCOLORED CONCRETE. , -,-: , ,__ -SCORE CONCRETE MEDIUM BROOM FINISH AND PAVING TOOLED SCORE LINES B/L2_8 B/L2-8 6/L2_8 B/L2-8 [r-;;;--~~INf EN;ANCED -~ LOCA::ATCH PLANT INTEGRALLY COLORED ' • y V"\,-, -. VEHICULAR (SOLOMON 'BARK') CONCRETE W WITH LIGHT WASHOFF "SAND" -SA CONCRETE CUT PAVING 'B' FINISH AND GLOSS SEALER. BIL2-8 ~ \__,,• • WEAKENEO PLANE & SAWCUT -·~ "-...,/ ~ A • A , • ' --" -CONTROL JOINT$_ , ~ ---~'-.. ..,, -A -,,J' = ----- / , RIVER ROCK MULCH BOULDER WHEEL STOPS EXPANSION JOINTS BIKE RACK QTY: 1 -. PLANTABLE PAVING KRC (760) 744-1036 SWB (760) 451-3333 SITE USPRECAST (619) 240-8000 2"-8" "MISSION' 10 TONS/1,000 SQ_ FT- DISTRIBUTE PER LANDSCAPE ARCHITECT'S DIREC flON , VARIOUS SIZED BOULDERS;,., STOCKPILED ON SITE_ ill # CORRESPONDS TO PLAN AND DETAIL. ffi PRECAST CONCRETE, 6' & 4' LENGTHS SIKA FLEX 'BRONZE' WI fH - E/L 1.4 NL2.14 C/L2-14 NL2-8 SIKA CORPORATION (80019'.B-7452 _ J:1.AYSA"1n .... -' ' ( MADRAXH36-19 (800) 448-79-31 • ~ • ~ <-,"°'"~ NATIONAL DIVERSIFIED SALES Hl88-ll25-4718 HEAVY DUTY "CHALLENGER" 19-BIKE WITH IN GROUND FOOTING, STAINLESS STEEL FINISH .,-, , ' 'TUFFTRACK' NESTED HONEYCOMB PAVERS FOR HEAWVEHICLE ORFIRE ACCESS I ,' ' . •, N LA NL2-13 • E/L2,8 N.£RI LANOSOAP!: ARCHIT.e:CTUlll!. 926 HOHNU'...ENO Sma::r, sum; 13 SAN OJE:GO, CA 92. I 03 13'!16/274<32.22 r,,.ttDSC-4 W\VW,M!.RII.A.COM \) I,.. Pf: ~ p ·1-1! ,:t ;,,,,;,s -"e " tj'f~ ,, :/ ~ -'--' o ~I I ~_; ,, 0 " --< ,, E,p!fe, o/Jo/11 •/> "' "< ~r. 1>(4 3)'2-\ @'~ .. 10 OF C/\1...\ L21 . APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. EXP. DATE REVIEWED BY: INSPECTOR f,A fl!" ~: I SH~ET I CITY OF CARLSBAD PLANNING DEPAR™ENT I LANDSCAPE CONS'fRUC'l10N PLAN FOR: /S/S PHARMACEUTICALS APPROVED: f~Rl C:t, ~1 L.;-1\-I.:, . t.,'f . I ) 1116118 NU\ 12\ sn111R PANEL ADD!TiON TO SI OPE .... _ +-,<e, _,__ PLANNING 611111 JPN 'i\ CONSTRUCTION CHANGE 1 Ip•~·\) .-Ct, OWN BY: JS PROJECT IW. DRAWING NO. DATE INITIAL DATE IN111AL DATE INITIAL REVISION DESCRIPTION CHKD BY: JN PIP 09-02 ENCINEER Of WORK OTHER APPROVAL CITY APPROVAL RV'M) BY: 467-4L 2 .....c s I J:: r lJJ 0 J> ,t;, 00 r I I L '-•• .,~_:,_; 1 · -. .. - 1,/ ,- ,,'. I ,,' I - ' ~-' V / ~\,-..., , ' ..... _ /-... -·~_.,._,,~ ....... _ ...... .. . ' -'! .l. ... ' l-" ...... -.--· ·:--, .. , cc,,.... -~--;:., ,~-i ,. ' ;•, -.. ;_,) • • ' ' i E c•·• '-._ . . .; ) ,.,.--'·(:·· ,• '-,. /\, __ ._·-<:--:, . - ,,,/ •.'~,': '-~ ~ .. 1 i ' ., ~ ", . ., '.?/i:' t ,, . .. \ , ' , . ..-_,,·, :/ A /! ' ~~--~~~~~~-~~ FITNESS EQUIPMENT LEGEND SYMBOL DESCRIPTION SOURCE MODEL NUMBER ~ ROPE CLIMB MIRACLE 160-017 RECREATION 888-458-2752 ~ CHIN UP BAR MIRACLE 160-01 l RECREATION 888-458-2752 FITNESS EQUIPMENT S!GNAGE LEGEND SYMBOL DESCRIPTION ROPE CLIMB/CHIN UP SIGN SOURCE MIRACLE RECREATION 888-458-2752 MODEL NUMBER FRAME (WITH TWO SIGNS): 160-200-2 SIGN(S): 160-217. 160-211 CONCRETE FOOTING (1) 12" DIA. X 18" DEEP (2) 12" DIA. X 30" DEEP (2) 12" DIA. X 30" DEEP CONCRETE FOOTING (2) 12" DIA. X 18" DEEP DETAIL SEE SPECS. SEE SPECS. DETAIL SEE SPEC$. .rn. ............ ::-.-...... . . ... _. ...... . ' ~-~··· KEY NOTES: <e> FIRE HYDRANT· PER CIVIL (TYP. SYM.) BIORETENTION SWALE • PER CIVIL (TYP. SYM.) (g> LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) 0 ADA RAMP· PER CIVIL (TYP. SYM.) CONCRETE FOOTING -PER STRUCTURAL (TYP.) LIGHT STANDARD· PER ELECTRICAL :r: I DIRECflONAL SIGN (SEE SIGNAGE PLANS FOR LOCATION) 1 RETAINING WALL -REQUIRES '3EPARATE PERMIT ~,,---..1 CONCRETE PAD WITH CLEARANCE -ft'"""-?W-~ REGULATORY SIGN (SEE SIGNAGE PLANS) / / / / / / / 1/16118 NI.A 612111 JPN DATE INITIAL ENGINEER OF WORK / / / / / , / 0 10 20 I 12i, SOLAR PAN_:J ;\norflAAI w, .~! ,.,,..,;: Ii\ CONSTRUCTION CHANGE 1 . : ' j . .' / ,,--. r© REVISION DESCRIPTION = = WHEEL STOPS EXPANSION JOINTS USPRECAST (619) 240-8000 SIKA CORPORATION (800) 933-7452 PRECAST CONCRETE, 6' & 4' LENGTHS SIKA FLEX 'BRONZE' WITH PLAYSAND B/L2.8 B/L2.8 CIL2.14J.\ ) ill i A/L2.8 ',_. N LA APPROVED FOR IRRIGATION L22 . lil!.RI LAND8CAPE ARCHITE:CTURi!: AND PLANTING ONLY, 928 f-lOHNf:lL£.ND SmEE:r, surra: JI 3 INCLUDING PRECISE EAN D11!00, CA 92 j 09 8"'8./274·3222 WWW.NEmLA.COM ,,.;,.tt0SCAp~ LOCATION OF PLANTING ~\) ? ·'f_ ,s, ;,,i-s . "I'. ci>" l;":> -?.,.~ AREA '~ ....... ~ --~L_,;_...___ " ... f/ E,:phl 6/J0/11 ',) " 'C ~ "i'l,4 JJ'l.._ '\" I'(' "Q,t;- OF CA'-\' ~ LA. EXP. DATE REVIEWED BY: INSPECTOR DATE . I SH~ET I CITY OF CARLSBAD ~-PLANNING DEPARTMENT i: ' LANDSCAPE CONSTRUCTION PLAN FOR: /SIS PHARMACEUTICALS I APPROVED: ~_(}) Gt ,f;L;f.; I /;;i·vt• \\ +,-1-. <t!> ~ PLANNING I= •V'f-~ t'-'-:, OWN BY: JS PROJECT NO. DRAWING NO. DATE IN111AL DATE INITIAL CHKD BY: JN 01l1ER APPROVAL CITY APPROVAL RW.O BY: PIP 09-02 467-4L 2 _c: 5 I -C r I .. .. 0 10 iUiJ .. r ' _,. ,,, ' ;, ". /i : . '\__ H[ NE: SEE SHE T L 2.2 BEST IMAGE POSSIBLE .. ,._ .. -•{) MATERIAL LEGEND SYMBOL DESCRIPTION = WHEEL STOPS = KEY NOrES: 0 FIRE HYDRANT· PER CIVIL (TYP. SY~1-) ~ SETBACK <s> <§> 8I0f<ETENTION SWALE · PER CIVIL (TYP. SYM.) LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (T'IP.) ADA RAMP· PER CIVIL (TYP. SYM.) CONCREfE FOOTING -PER S rRUCTURAL [fYP.) LIGHT STANDARD· PER ELECTRICAL (TYP. SYM) SOURCE MATEF<!AU FINISH/NOfES US PRECAST PRECAST CONCRETE, 6' & 4' (619) 240-8000 LENGTHS KEY MAP DETAIL EJL1.4 C/L2.14 N.f.RI ,. N LA L 2.3 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA LA, __ _ EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE CONSTRUCTION PLAN FOR: /SIS PHARMACEUTICALS f---•f---+-,,------------t---t---+-:-~-1---1 I APPROVED: 'ft;..g{ 4 t::.1\4 ... 1◄,•1~0 ~!•/1. /-: ........ , ,;r,n~'1r'.J ~h.i">.!-,,.,•110;"1n::it -+-~.i,e,. 11-f:. _PLANNING 612111 JPN 7i CONSTRUCTION CHANGE 1 '.-1J'I,\\ rK,.. DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF '1/QRK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL OWN BY: JS CHKD BY: _J=N~ RVWO BY: PROJECT NO. PIP 09-02 DRAWlNG NO. 467-4L '-- 2 SEE PLAN ENLARGEMENT ' -~ :i I I~.' ·t· \ ~ ~ -----~ -:'"'-:,~-~----------- "•->., \ OOQ ~ x· ~ ~ -; o_ . -· -x-:-:: & • ·;·/'\,<00 \ .,& ····c:,./~1 . ·-..,, \ ... \\ ·<) -~, '1 . • . ~ \. ,. . . . .. & • I\ n,_, t,•~, ,',. ·1 ' \\ i~;_ ' .. : l ,. ', /, ; \ ' ; ! i ' ., . '" . \ ....... _, \ m•••·•••-••••un<••,C~•••• Ii :__U \ ( !. ·. ' I . .. :· \,' I ' . / -· I "\:::;;.. . /\ ' '. \ ',, ·•··:._ '.'· \ F BEST IMAGE POSSIBLE . !· .. ,._ ' I !.if;«;y•·-•~n:,'r::::.:'V·••·::.:~,: __ ~:~·-:: .. ~-. .-::· .~:qi·:· •mm• -V"":....,--, .... ~.-A.~-~~---· --UMITqfWOHKf PROPERTY LINE ···•··•~---, ---······· ... l. , ./•··· • ... ...! ' ' ...... ~., ....... _ .... ·••' ··/··· -' •·'-.·······•······;'''"'''"" ' -·-'~ /---•---·. • KEY MAP , .•. , ... ,. , -\ I I I I I I I I I I I I I I . -.. '.. -o. ""r:.::--.ef ,, __ ·/1 '<,., T-__ -.. ... ,. -.. ~- ,, .. } . . . ' .. '.,.: \ ,. i . • ___ ,.> ' '. "• ,,:);,./; i;. ·'.'. \ V\/ ~,g,,,, C" , ,, .,,:-1 .. ~-<$ + + + J,-+ -s: I-\+ +-<°T._u i-+\ t-• 1t- + + -+---±~,..-- > ' ' ___ .,., .. , .. ,,-.. ----··· FITNESS EQUIPMENT LEGEND SYMBOL DESCRIPTION SOURCE MODEL NUMBER <zy PUSH UP BARS MIRACLE 160-009 RECREATION 888-458-2752 CONCRETE FOOTING (4) 12" DIA. X 18" DEEP FITNESS EQUIPMENT SIGNAGE LEGEND SYMBOL DESCRIPTION SOURCE PUSH UP BARS MIRACLE SIGN RECREATION 888-458·2752 MODEL NUMBER FRAME (SING. W/ BACKING): 160-200-1 SIGN: 160-209 CONCRETE FOOTING (2) 12" DIA. X 18" DEEP \ DETAIL SEE SPECS. DETAIL SEE SPECS. KEY NOTES: 0 FIRE HYDRANT -PER CIVIL (TYP. SYM.) ~ SETBACK <§> BIORETENTION SWALE· PER CIVIL (TYP. SYM.) <§> LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) 1116118 612111 DATE ADA RAMP -PER CIVIL (TYP. SYM.) CONCRETE FOOTING • PER STRUCTURAL (TYP.) LIGHT STANDARD· PEf{ ELECTRICAL (TYP. SYM.) . NLA _ ?" SOLAR PANEL AODiTION TO SI OPE JPN /1\ CONSTRUCTION CHANGE 1 INIOAL ENGINEER OF WORK REVISION DESCRIPTION MATERIAL LEGEND SYMBOL - ,-----r,----,7"1"E.J. + 1" + + + + ' . ' (fib = EJ. W.J. SAW CUT . . DESCRIPTION STABILIZED DECOMPOSED GRANITE PAVING PEDESTRIAN CONCRETE ~ ENHANCED PEDESTRIAN CONCRETE PAVING 'A' ENHANCED PEDESTRIAN CONCRETE PAVING 'B' VEHICULAR CONCRETE PAVING SPORT COURT PAVING ----- FLAGSTONE PAVING BOULDER EXPANSION JOINTS .. 'N LA SOURCE LOCAL BATCH PLANT LOCAL BATCH PLANT A LOCAL BATCH PU\N LOCAL BATCH PLANT LOCAL BATCH PLANT KRC (760) 744-1036 SWB (760) 451-3333 KRC (760) 744-1036 SWB (760) 451-3333 SITE SIKA CORPORATION (800) 933-7 452 6sc~FO MS 800-521-2546 MATERIAU FINISH/NOTES "CALIFORNIA GOLD' PREMIXED WITH 'STABILIZER' UNCOLORED CONCRETE, LIGHT WASHOFF "SAND" INI NO OLEO SC RE ,,r·cL'1-"ES INTEGRALLY COLORED 1 (SOLOMON 'GINGER') CONCRETE WITH LIGHT WASHOFF "SAND" FINISH ANO GLOSS SEALER, WEAKENED PLANE & SAWCIJT CONTROL JOINTS. G OLORE (SOLOMON 'BAR 'f ONCRETE WITH LIGHT WASHOFF "SAND" FINISH AND GLOSS SEALER, KENF PLANE & SAWCUT CON OL JO S. UNCOLORED CONCRETE, MEDIUM BROOM FINISH ANO TOOLED SCORE LINES SPHAL T OVER SUB- WITH COLORED ACRYLIC s· FA Ng,--~ 2" THICK 'AUTUMN GOLD' QUARTZITE FLAGSTONE W/ 112" JOINTS VARIOUS SIZED BOULDERS STOCKPILED ON SITE, # CORRESPONDS TO PLAN D T IL. SIKA FLEX 'BRONZE' WITH PLAY N "BANCAL" BACKED BENCH, 88" LENGTH, EMBEDDED, IPE WOOD, 'BRONZE' COLOR DETAIL HIL2.8 BIL2.8 8/LZ.8 B/L2.8 r, 2.13 E/L1.4 E/l2.8 G/l2.8 NL2.14 CIL2.14& NL2.8 0/L2.I3 L 2.4 APPROVED FOR IRRIGATION NERI LAliOSCAP.! ARCHlTl!!:CTURlt AND PLANTING ONLY, 928 HoruiaLEN□ STR&r, SUirZ ii 3 INCLUDING PRECISE SAli Ou;:oo, CA 92.109 8!58/274-3222 'NWW,NEfULA.COM ~DSC,4pe LOCATION OF PLANTING 1,,'> -, ,,'f -./"' ?, "'I". "'" t; ~ --1..-4 -?,, ~ AREA -~ •A I.:, fl I•- ~ _! ___ :_ Q (J C.-piru !J/J0/11 ❖ "' ... "':1 li'lA Jj'l\ ~...,. ,.,.~ 0~ OF CAL\ l L.A. EXP. DATE REVIEWED BY: INSPECTOR r, ·T~ ~ CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 46 1 LANDSCAPE CONSTRUCTION PLAN FOR: /S/S PHARMACEUTICALS I APPROVED: ~£1_ l°". ~\\.~ I.a,-~-\l '-\-,.JM~ ... ~ PLANNING ~•1.>'1•\I r'k, OWN BY: J§ PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JN OIHER APPROVAL CITY APPROVAL RV'M) BY: PIP 09-02 467-4L I & ,:::,,..ermn•ff49Yef••iel::'?:)'$·o,.·«'i?1™"""=!i!U~..:I l 2 -- ' ·•i ~ i i ' ~i ... . :· I . '-s·-i-r ' ' ' f' ·/ ····;/-- .,_/- •-.. . 1-·/ j ···;-- . ••, ... .£ .. . ·i ·- I I . ' 8'6'/Pip:j . . . , ........................ . . ' . ' " • ,, ...... ,, . ·-~ . . ••.·. "':;; -,~:;;-:'°:i'?~\>~/;';'_i':"'.,=,,,.__ ""~-· .,_\ __ ·· ~-- ' ,, ~~ ' • ~<:v~~ .· & FITNESS EQUIPMENT LEGEND SYMBOL DESCRIPTION SOURCE MODEL NUMBER CONCRETE FOOTING 13> srr UP BENCH MIRACLE 160-007 (2) 12" DIA. X 18" DEEP RECREATION 888·458-2752 <& HYPER• MIRACLE 160-016 (3) 12" DIA. X 30" DEEP EXTENSION RECREATION BENCH 888-458-2752 <zy PARALLEL MIRACLE 160-004 (4) 12" DIA. X 18" DEEP BARS RECREATION 688-458-2752 FITNESS EQUIPMENT SIGNAGE LEGEND SYMBOL DESCRIPTION SOURCE MODEL NUMBER CONCRETE FOOTING ~ SIT UPI HYPER· MIRACLE FRAME (WITH TWO SIGNS): 160-200·2 (2) 12" DIA. X 18" DEEP EXTENSION RECREATION SIGN($}: 160-207, 160-218 SIGN 888-458-2752 PARALLEL BARS MIRACLE FRAME (SING. W/ BACKING): 160-200·1 (2) 12" DIA. X 18" DEEP SIGN RECREATION SIGN: 160-204 888-458-2752 .... --,--, .......... . ... . ···-·····•·-· DETAIL SEE SPECS. SEE SPECS. SEE SPECS. DETAIL SEE SPECS. SEE SPECS. SEE PLAN ENLARGEMENT .... / ' ' .. ,,... ····· KEY NOTES: i) 8 FIRE HYDRANT· PER CIVIL (TYP. SYM.) ~ SETBACK <$> BIORETENTION SWALE· PER CIVIL (TYP. SYM.) <§> LOCATE BOULDER PER LANDSCAPE ARCHITECTS DIRECTION (TYP.) <$> ADA RAMP· PER CIVIL (TYP. SYM) ·PERS ~RA~· LIGHT (SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPE AND CIRCUITING) LJ', r··· r· j", /'" ., ·-·•·' ··-•·· ... . ··--·· .... . 1f1f:.:f.U> olZ/11 DATE ; ....................... i I [\ r. I ...... .................. .....• ...... ..................... .......... ,. ·····•··· ........ H ,,.uo,,-<O •• ... " ......... -...... ..... . ...... ......... . ... ,,,,.., .. . ... ---.. ······-... . ......... ·-··--··. 'II ~-Ii\ SOLAR PANi::1 mnrnrw Tn ~I nPi= JPN 11\CONSTRUCTION CHANGE 1 INITIAL KEY MAP MATERIAL LEGEND SYMBOL E.J. W.J. SAW CUT DESCRIPTION STABILIZED DECOMPOSED GRANITE PAVING PEDESTRIAN ENHANCED PEDESTRIAN CONCRETE PAVING'A' ENHANCED PEDESTRIAN COelCRETE PAVING 'B' SOURCE LOCAL BATCH PLANT LOCAL BATCH PLANT LOCAL BATCH PLANT MATERIAL/ FINISH/NOTES "CALIFORNIA GOLD'' PREMIXED WITH 'STABILIZER' UNCOLORED CONCRETE, LIGHT WASHOFF "SAND" FINISH AND f ED Q RE ,-~., INTEGRALLY COLORED (SOLOMON 'GINGER') CON RET WITH LIGHT WASHOFF "SANO" FINISH ANO GLOSS SEALER. WEAKENED PLANE & SAWCUT CONTROL JOINTS. INTEGRALLY COLORED (SOLOMON 'BARK') CONCRETE WITH LIGHT WASHOFF "SAND" FINISH AND GLOSS SEALER. WEAKENED PLANE & SAWCUT CONTROL JOINTS. '-1~9;:;;~/~E~NH~AN~CiEiJD=/t~~~~~~r:::--=~l~~~K:_::7 VEHICULAR (SOLOMON '8ARK') CONCRETE ~ CONCRETE WITH LIGHT WASHOFF "SAND" PAVING 'B' FINISH ANO GLOSS SEALER, WEAKENED PLANE & SAWCUT CONTROL JOINTS. RIVER ROCK MULCH PLANTABLE PAVING FLAGSTONE PAVING CMU RETAINING WALL KRC (760) 744-1036 SWB (760) 451-3333 NATIONAL DIVERSIFIED SALES 1-888-825-4716 (760) 744-1036 760 451-3333 SITE KRC (760) 744-1036 SWB (760) 451-3333 2"·8" 'MISSION' 10 TONS/1,000 SQ. FT. DISTRIBUTE PER LANDSCAPE ARCHITECT'S DIRECTION 'TUFFTRACK' NESTED HONEYCOMB PAYERS FOR HEAVY VEHICLE OR FIRE ACCESS 2" THICK 'AUTUMN GOLD' QUARTZITE FLAGSTONE WI 112" JOINTS IOUS SIZED BO DER STOCKPILED ON SITE. # CORRESPONDS TO PLAN AND DETAIL. 24"x24'x5/8" 'AUTUMN GOLD' DETAIL HIL2.8 BIL2.8 BIL2.8 BIL2.8 BIL2.8 EIL1.4 E/L2.8 GIL2.8 A/L2.14 CIL2.10 QUARTZITE TILE VENEER; ·12"x24"x2" 'AUTUMN GOLD' & f---~c::::::::::p:=::::::::::::::::::::,::::::oyc):::~~:::~:::.,,-.,c:=:::..c:::~=gw'!.fcA~L!:,L s;,c '.'!:':::::::,,.,c::::,.c:::::,,=,q::L=-~"'l = WHEEL STOPS US PRECAST PRECAST CONCRETE, 6' & 4' CIL2.14 = (619) 240-8000 LENGTHS A/L2.8 . . L25 . . . . N LA ' APPROVED FOR IRRIGATION . .,- AND PLANTING ONLY, N!.Rl LAH.D!ICAPe:. ARCHITl:CTURe:. 'il26 l'!OHHEll..tJ-10 Srm::i:.r, 51..irra: 113 ~ DIEGO, CA 92109 INCLUDING PRECISE 8!Ht/214•322Z ~DSCA W'NW.Nmll..A.COtd '\) P~ LOCATION OF PLANTING ,;; ? ~ 4,'<' ~<,S . IVe. cpc> t; ) -?,,. ~ AREA -~.L, .... <:, ~ ~ ~ __ .1 ___ ~ r: E.,;plro• 6/J0/11 -:, "' .,. ~;,~-'?c4 J)i.\ @.:;;--,<> OF CA\.\, . L.A. DATE .. EXP. REVIEWED BY: INSPECTOR DATE ... ~ CITY OF CARLSBAD w 2 PLANNING DEPAR1MENT 8 ,- LANDSCAPE CONSTRUCTION PLAN FOR: /SIS PHARMACEUTICALS I APPROVED: [<f;.:jg ~l\L.1\-I '-·-tR·ll 'i"-..\-,1e, 'Vee PLANNING /,,t9!.J.\ rl.,.. OWN BY: JS DATE INITIAL PROJECT NO. DRAWING NO. DATE INl'TIAL CHKD BY: JN ENGINEER OF WORK REVISION DESCRIPTION OlrlER APPROVAL CITY APPROVAL RWtO BY: PIP 09-02 467-4L 2 ...r:. ~ ..:.l t ..t. r / I I I I I I I I I I I I I I I I ,.,.. WIN EQUAL I -- -- ----0 COURTYARD "A-B" A'------------------------i~~? PLAN I I.I lool -...... ' \ I I I I I I MATERIAL: LEGEND QESCRlflTION SOURCE MATERIAU FINISH/NOTES DETAIL "CALIFORNIA GOLO" STABILIZED DECOMPOSED GRANITE PAVING PREMIXED WITH 'STABILIZER' HIL2.8 ENHANCED PEDESTRIAN CONCRETE PAVING'A' LOCAL BATCH PLANT INTEGRALLY COLORED ~ (SOLOMON 'GINGER') CONCRETE WITH LIGHT WASHOFF "SAND" FINISH AND GLOSS SEALER, WEAKENED PLANE & SAWCUT CONTROL JOINTS. ENHANCED LOCAL BATCH PLANT INTEGRALLY COLORED l,'..:J;;!!!Mlll~;~ ~f~~~~~N ~~~~~§ci~~s~o;!~:~~~ CUT WEAKENED PLANE & SAWCUT BIL2.8 6/L2.8 fil.k;,,..;;;;;,"'<;;:;_P..._,,L-.::,_j,...c,~~6-../'.~¥:::::::'.'---'_=:::::~'-..,,~::-,'-....->£"='»+C~O'.,;.N:_;T_:;R~O:;_L~JO;;'.l~NT;;S~-._....__,...._::>"'tj:,;-.;;;7'~"=-'~ '-' RIVER ROCK KRC (760) 744-1036 2"-8" 'MISSION' ~ MULCH SWB (760)451-3333 10 TONS/1,000SQ. FT. ~ DISTRIBUTE PER LANDSCAPE ARCHITECT'S DIRECTION grass d.g. PLANTABLE PAVING BOULDER CMU RETAINING WALL NATIONAL DIVERSIFIED SALES 1-888-825-4716 SITE KRC (760) 744-1036 SWB (760)451-3333 'TUFFTRACK' NESTED HONEYCOMB PAVERS FOR HEAVY VEHICLE OR FIRE ACCESS VARIOUS SIZED BOULDERS STOCKPILED ON SITE. # CORRESPONDS TO PLAN A-¥1 ~ 24"x24"x5/8" 'AUTUMN GOLD' QUARTZ! TE TILE VENEER; I2"x24"x2" 'AUTUMN GOLD' ill WALL CAP Ell 1.4 E/L2.8 NL2.14 CiL2.10 KEY MAP KEY NOTES: 0B CATCH BASIN -PER CIVIL (TYP. SYM.) BIORETENTION SWALE -PER CIVIL (TYP. SYM.) LOCATE BOULDEH PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) I/ ill JOINTS (800) 933-7452 PLAYSAND ~ ~~-==-c:;~:;;s;s;;,:;:::;-=="<:>ek7's=c=;,"<;;;,s;:;,s;:J;;.;::::;,;;:;'c;:s;;:7'::;;-s::::;;s;;::7"-::--/''C;;'~'--'vC7 BENCH LANDSCAPE FORMS "BANCAL" D/L2.13 ♦ ROUND TABLE & CHAIRS (20) TABLES (80) CHAIRS (20) UMBRELLAS TRASH RECEPTACLE PICNIC TABLE (3)TABLES (2) UMBRELLAS 800-521-2546 BACKED BENCH, 88" & 168" LENGTHS, EMBEDDED, IPE WOOD, 'BRONZE' COLOR LANDSCAPE FORMS 800-521-2546 LANDSCAPE FORMS 800-521-2546 LANDSCAPE FORMS 800-521-2546 TABLE -30" DIA. 'CATENA' "JADE' COLOR, SUFACE MTD. WITH 'EQUINOX' UMBRELLA "OYSTER" FABRIC COLOR. (4) CHAIRS· 'CATENA' ALUMINUM & STAINLESS STEEL 'STEELY CAN' BRUSHED STAINLESS STEEL "GRETCHEN" 54' LENGTH, (2) SURFACE MTD, (1) FREESTANDING, JARRAH WOOD WITH BLACK FRAME & UMBRELLA HOLE. 'EQUINOX' UMBRELLA, "OYSTER" COLOR. SPECS SPECS SPECS BUILDING SETBACK LINE CONCRETE FOOTING· PER STRUCTURAL (TYP.) ROOF DOWNSPOUT -PER PLUMBING (TYP. SYM.),.,---... LIGHT (SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPE AND CIRCUITING) LA ~ 3 L 2.6 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. EXP. DATE REVIEWED BY: INSPECTOR TE CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 48 LANDSCAPE CONSTRUCTION PLAN FOR: /S/S PHARMACEUTICALS 1-,.,=cc-+--c-7"---+,,'~.,.,..,------------f--+---+---+----t I APPROVED:~ ('°, ~\..,j\ 1116/18 NLA 2\ SOLARPANELADDITIONTOSLCPE -J..-..1,e, ~ _PLANNING 6J2/1I JPN 1 CONSTRUCTION CHANGE 1 '.,·ti'!.,) i1~ DATE INITIAL DATE INITIAL DATE INIOAL ENGIN((R Of WORK REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL OWN BY: JS CHKD BY: JN RY'iVD BY: PROJECT NO. PIP 09-02 DRAWlNG NO. 467-4L .., _______ ,... ________________________________________________________________ ... _________________ .,.,.,.... ---------------------...,.,w .. .,...,.,.,.. __ ,,...rY'i'9ff'Y,,.JJit<l!l"""H ........... Yl1l!Jill_,,,,,. ____ ,..., __ ,.,,.;.nrw.,,· ""'"""""f•--""""fl!!!,! .. , ........... , ... ,.,,es;·,.,,.,,..,...,,.,....,.,,," ... =----------·-.. ua;ug;o•l!IPVl1P4lilli~~..,.,mr--wi:J>'1i'ff"'S0'.ii-U.ilUtftiUiai..!iliMA _c ~ ..J ' 2 ,c r V '\,...,:,,,. .,,.,-- / I I r \ ~I "' .., ci I I I I v;tJ 7 !'1 . I .: ... ;:::. -• --• I , / I I I I I I. I 1-----.----: ' I .:.-- ·, ' J / EQ E ---- , WwATER ~FEATURE \J\., l:f\ . . ''' ' .. ·•·· '•-... ' • • -"-. I f V"\.. · '\ \ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .. . -· I .. -·· I I ' . . . t I I i I f I KEY NOTES: <6) 8 FIRE HYDRANT· PER CIVIL (TYP. SYM.) ~ ALIGN PAVING EDGE WITH STAIR OIH <s> BIORE fENTION SWALE -PER CIVIL (TYP <§> LOCATE BOULDEf{ PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) ADA RAMP· PER CIVIL (TYP. SYM.) CONCRETE FOOTING • PER STRUCTURAL (TYP.) . s? > -> ' ,. / > 0 3'-6" x 3'·6" WATER FEATURE EQUIPMENT VAULT (BYWATER FEATURE CONTRACTOR) WATER FEATURE (POTABLE WATER SOURCE) CONNECT DRAIN TO 4" ABS S E , ·u -OUT. SEE P-201CC. LIGHT FIXTURE· SEE ELECTRICAL DRAWINGS. ~ IF & -,. & . MATERIAL LEGEND .SYMBOL . DESCRIPTION □ STABILIZED DECOMPOSED . . GRANITE PAVING . ~EJ. . ENHANCED . . PEDESTRIAN W.J. SAW CONCRETE cur PAVING'A' -EJ. ENHANCED WJ PEDESTRIAN . . . CONCRETE ~~1 PAVING '8' . . ~ ~--._.. -RIVER ROCK ~ MULCH V -trC(f(,=<;:-:.:, PLANTABLE 8' ''V"<{ PAVING ,., --('(_'.; ~-.! < • .,_ , .. >· . ·•! .>-,, _.( -..., . .( -~-, .. , grass d.g. ~ FLAGSTONE PAVING BOULDER ({J/;) 0 LARGE ROUND PLANTER WITH RESERVOIR ~-----✓ --o~~-~ I A I CMU RETAINING WALL -.. EXPANSION JOINTS ~-....__,,, 1.,¥c'-""'-" BE CH 101 ROUND TABLE &CHAIRS (4) TABLES (16) CHAIRS (4) UMBRELLAS DI SQUARE TABLE &CHAIR (3) TABLES (3) CHAIRS @ TRASH RECEPTACLES (2) LA "' SOURCE MATERIAi/ FINISH/NOTES DETAIL "CALIFORNIA GOLD" PREMIXED WITH 'STABILIZER' HIL2.8 -y ,~--. LOCAL BAT CH PLANT INTEGRALLY COLORED I~ . . ) (SOLOMON 'GINGER') CON RETE ~ WITH LIGHT WASHOFF "SAND" BIL2.8 FINISH AND GLOSS SEALER, WEAKENED PLANE & SAWCUT . CONTROL JOINTS. . LOCAL BATCH PLANT INTEGRALLY COLORED (SOLOMON 'BARK') CONCRETE BIL2.8 WITH LIGHT WASHOFF "SAND" . FINISH AND GLOSS SEALER, l) WEAKENED PLANE & SAWCUT CONTROL JOINTS. A . )'-,' KRC (760) 7 44-1036 -~SsfON'--- SWB (760) 451-3333 10 TONSl1,000 SQ. FT. Ell 1.4 DISTRIBUTE PER LANDSCAPE ARCHITECT'S DIRECTION NATIONAL DIVERSIFIED 'TUFFTRACK' NESTED SALES 1-888-825-4716 HONEYCOMB PAVERS FOR EIL2.8 HEAVY VEHICLE OR FIRE ACCESS KRC (760) 744-1036 2" THICK 'AUTUMN GOLD' SWB (760) 451-3333 QUARTZITE FLAGSTONE WI 1/2" GIL2.8 JOINTS SITE VARIOUS SIZED BOULDERS STOCKPILED ON SITE. NL2.14 # CORRESPONDS TO PLAN ANO DETAIL. TOURNESOL SITE WORKS ROUND FRP PLANTER, MMP Lr, (800) 542-2282 AGED BRONZE FINISH, T-O 1 E/L4.6 QTY: (3) US-4200 WITH TEXTURE, 52 LBS., INSTALL 25 CWC-3300ICWM-1720-4K CF "BACKFILL")?!~ lfl_RIGATln"' -..c--L ,,--;, . ..,...., rY' - KRC (760) 7 44-1036 24"x24"x518" 'AUTUMN GOLD' SWB (760) 451-3333 QUARTZITE TILE VENEER; 12"x24"x2" 'AU fUMN GOLD' CIL2.10 WALL CAP SIKA CORPORATION SIKA FLEX 'BRONZE' WITH NL2.8 (800) 933-7452 PLAYSAND !-rAN¥c::W6oRM's-' r--c.sAflCAL'.-'_______,,..._ 1, .,,... DIL2.13 800-521-2546 BACKED BENCH, 88" LENGTH, EMBEDDED, !PE WOOD, 'BRONZE' COLOR LANDSCAPE FORMS TABLE· 30" DIA. 'CATENA' "JADE' 800-521-2546 COLOR, SUFACE MID. WITH SPECS 'EQUINOX' UMBRELLA "OYSTER" FABRIC COLOR. (4) CHAIRS· 'CATENA' ALUMINUM & STAINLESS STEEL LANDSCAPE FORMS TABLE· 'PARC CENTRE' 28" 800-521-2546 SQUARE, "FROST" COLOR SPECS (1) CHAIR· 'CATENA' ALUMINUM & STAINLESS STEEL LANDSCAPE FORMS 'STEELY CAA' BRUSHED 800-521-2546 STAINLESS STEEL SPECS L 2.7 APPROVED FOR IRRIGATION AND PLAN~NG ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. EXP. DATE REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD rn PLANNING DEPARTMENT 8 4 LANDSCAPE CONSTRUCTION PLAN FOR: /SIS PHAR!AACEUTICALS DATt INITIAL DATt INITIAL DATE INITIAL D BY: JS CHKD BY:. JN RVWO BY: PROJECT NO. DRAWING NO. 467-4L ENGINEER Of WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL PIP 09-02 01--~-~-NU_R_TY_A_R_D_'_'B_-_C_" ______________________________ hrJ"'"~xi 11111 __ ... _. f~(!) 11m--------------------------------------------------------------lm111Ullllllllll! .... ...,,._ ____________________ 1'.il.UJ< _____ ~ 1-MJVtl:'ttffYP'.3,. 46¥-& k-t TZxCP rt C 71!!rlVFMSC?M!F"ilfk"PIJ,WZff?tt"'"72'SiMCY 1711?' t V Mti!'M" i HI EffWl'ME TM"i''ZW 3.' . . I_ ...c s 2 J:. c- DECORATIVE JOINT I EXPANSION JOINT , (EJ) I ,,-----1x TREX DECKING ON EDGE (SMOOTH EDGE UP) ~---16d GALVANIZED BOX NAIL@18" 0.C. SCORE JOINT I .,,-,----.-JOINJ SEALANT WITH SAND TOPPING • REMOVE TOP CAP BEFORE SEALING/SANDING 112' R. TOOLED SCOR~ JOINT ~'---;-~""'-""~----, ~--a.-~,--~ ,----'lsM"-i,,,.---CONCRETE PAVING ·--:t7'--c:,b-,,ll-',-/-~'• ~ SAW_CUT CONTROL JOINT #3 BAR DOWELS @ 36" O.C. (DRILL AND EPOXY 3' INTO EXISTING PAVING, WHERE OCCURS) JOINT FILLER WITH DOUBLE CAP l' DIA. PVC PIPE SLEEVE .,.,---#3 BARS AT 18'' O.C. BOTH WAYS PED. PAVING/ 12' O.C. BOTH WAYS \/EH. PAVING CONCRETE PAVING -STRENGTH, COLOR & FINISH PER PLAN, i" R. SCHEDULE AND SPECIFICATIONS :-::•::-_•::·-::•:-• ::-:-·::>:-: .. _.::: 7' ······· ······· ....... ······· . UNJT PAYERS WITH OFFSET PATTERN -----PLANTING AREA ... :-: _ ::.il .. "-.. <i'. :c::l_:.:.+::..:i.:___.___.-ROLLEDCURB . . . ... ASPHALT PAVING AND BASE VEHICULAR CONCRETE PAVING BAND #3 BARS @9' O.C. BOTH WAYS 90% COMPACTED SUBGRADE, 12" DEEP CLASS 2 BASE, 95%COMPACTION, FULL DEPTH 3"-t SANO SETTING BED UNIT PAYERS "' : II ''. ' ' A CONCRETE PAVING JOINTS SECTION ® CONCRETE PAVING NOT TO SCALE B _S_E_C_T-IO_N _____________________ NO_T_T_O_S_C_A_LE-UNIT PAYERS PARTIAL PLAN ROLLED CURB D AC PAVING & UNIT PAYERS VEHICULAR CONCRETE PAVING! SECTION 3 4' = 1'-' t 24" ~:(•):•:: I PLAN -------HEXAGONAL PLASTIC FIRE ACCESS PAVER SYSTEM (98,500 PSF COMPRESSIVE STRENGTH) TONGUE IN GROOVE LATCHING SYSTEM R=: 1/2" 1" CONCRETE HEADER WITH LIGHT BROOM FINISH FIRE ACCESS PAVING it,;;l,s,-----#4 BAR, CONT. .i 1. 4" ;f- -,t--8" -,f- NON-CEMENT BASE, 95% COMPACTION, FULL DEPTH 95% COMPACTED SUBGRADE, 12' DEEP ®FIRE:ACCESS PAVl~G:';··. F CONCRETE HEADER@ FIRE ACCESS PAVING NO SCALE. SECTION · ' '--<'----~''---------+---------SWALE CENTER LINE . ' i J BRIDGE/PAVING DIM,ENSIONINQ (IDENTICAL OPPOSITE HAND) / BELOW BRIDGE . , "J , I / -~~-~'-'~'" .... ~~~O" j. 1\ '.~ 14'-0" --+/---------£--. -,, \ / -, \ \ \ J r I ' I CONCRETE WALK 6 ----,j'· PLAN SCALE: 318' = 1'-0' ,. . ,. ·' ' WARNING CURB ' ,t '" ~ PEDESTRIAN BRIOG~ NOTTO SCALE SECTION/ ELEVATION 'B' SCALE: 318' = 1'-0" , 1 O.C. TYP.' 24" ' l • , ., 0 WARNING CURB EMBED LAYOUT (IDENTICAL OPPOSITE HAND) I,, t 4" CLR. SECTION'A' SCALE: 314' = 1 '-0' 4'~0" STONE PAVING CONCRETE BRIDGE #5 BARS@ 10' 0.(,)., BOTH WAYS , - ~ " u ~ ~ ~ STONE PAYERS COLORED GROUT JOINTS 1-1/4" MAX.,¾" MIN. (TYP.) STRIKE FLUSH WITH STONE SURFACE LATEX MORTAR SETTING BED CEMENT MORTAR LEVELING BED ~-#3 BARS@ 18" O.C. BOTH WAYS ~-CONCRETE SUBSLAB (ROUGH) '---90% COMPACTED SUBGRADE, 12" DEEP SECTION@ LIGHT FIXTURE k----------CENTER FIXTURE ON STEEL HEADER AT D.G. PATH-SEE PLAN /2 1.5%MAX. CROSS SLOPE AMENDED SOIL 10' DIA SUMP· FILL WITH 3/4" CRUSHED ROCK, 12" DEEP NON-WOVEN WEED FABRIC -STABILIZED DECOMPOSED GRANITE, 90 PERCENT COMPACTION, FULL DEPTH. ROLL SMOOTH. 'SUR-LOC' 1/4"x4' STEEL HEADER WITH 15' STEEL STAKES STONE PAVING@CONCRETE PAVING H DECOMPOSED GRANITE PATH SECTION NOT TO SCALE SECTION WARNING CURB STONE PAVING CONCRETE 'BRIDGE ~' , .,. /, /,0-~ ~~~~~ BRIDGE REINFORCING /~Y)-5://>1/A -7--;;_ FINISH. GRADE ·, 3" ~,r-,t BRIDGE ABUTMENT DETAIL -,f-1'-0" -;j'-8-314"-;j'- SCALE: 3/4' • 1'-0" NOT TO SCALE L 2.8 ,, " Ii il ,! II !, I'. " 1i i: ;l ,, Ii ,I 11 il !! jl ,j !i 1· I II ! i 11 _, ,I'----8'-0" MAX. SPAN CHAMFER <;> I , 4" -~-' _i, ~ .. - ~ I . I . Ii 12'' I~ 12" 1,, 24" I ·, 10.C. TYP. ' 0-.V-A ,, ' ' . '. •., .. .-' Jt--·, I . ~-,.,. -l~ CHAMFER TC)P EDGES j.,,_....--112' COR-TEN STL. PLT. ,,, -1 WARNING CURB .. ' -CHAMFER PAVING . f===:iit-· , 'EDGE -,f-,. 112' SQ. COR-TEN STL. ~-~b:-~~~:JLr-:c:ir=1tr-----ANCHOR ' . ' . ' ---3/8' COR-TEN STL. PLT. ~/--..c,__-----""'.1--l •~c;;,. -JJ,. SPACER ' . CONCRETE BRIDGE WITH STONE PAVING WARNING CURB ~MBEDMENT SCALE: 11i2' = 1'-0' ' - -~' ;f-, 0-·<:> I ' 3/8 ANCHOR SPACER WARNING CURB WELDING DETAIL $CALE: 1 112', 1'-0' N LA APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA DATE INSPECTOR DATE fsHm1 CITY OF CARLSBAD SHEETS f----+---'--+----------------t---,-t----t----11----t ~ PLANNING DEPARTMENT 48 1 r=LAN:=:::::D::SC~AP=E:==:CO::N::S::T::RU::C~'T:=10::N~D::E::TAI~LS~~FO::=R::=.=tiiii:~I IS/$ PHARMACEUTICALS APPROVED: , "t,J 1 !: 1/16/11) >! /2\ sn· A <-\'.--\'~ f"'c. f"l✓..¥~ <z:, f::\,~-~ 1-"'8/.,_,10"-'/1.,_1 -t-"':JPc"N--+7.--"A:"S""-B"'U""ILc...T ,...,.-::~-,-.,,.,,.,,,-,-------+--lt---+--lt----i ;:;P:';:;LA;':;N:::Nl:;:::NG;::. =::;;;:=;--;=:=======::;;::===:::::::(! ,_,.61~2/~1 ~1 -+--~JP_N-¥~1._,C=O~N=S~TR~U~C~Tl~O~N ~CH~A~N~G~E_1 -------+----,,-...--+----,,-.....--1 OWN BY: -=JS'--PROJECT NO. DRAWING NO. DATI: INITIAL >-D_Alo_~IN_ITI_AL__,___o_AT!:_~IN_ITI_AL_. CHKD BY: JN ENGINEER Of WORK Rli:VISION DESCRIPTION QTI-IER APPROVAL CITY APPROVAL RI/WO BY: PIP 09-02 467-4L II 2 A 1'-3" TC 445.0 ~ ffi ~ > • 0 cJ u I 12" I I 12" I -).'---1.f-k----6'-0" -----£----6'-0" -----;(---\"\--6'-0" ----;~r-,,/ l'-3" 2'·0" C FS 445.35 \ \ DRIVEWAY WALL-SOUTH ELEVATION SCALE: 318" = 1'-0" ~---COLORED GROUT .JOINT ----FINISH GRADE --STONE TILE VENEER. WALL ~-DRIVEWAY LIGHT --CURB TRANSITION TC 446.7 FINISH SURFACE OF PAVING BEYOND 1 '·3" TC 446.7 I 12" I -,K--c,----6'·0" ---c,--,r--- 1'-11 3/4" DRIVEWAY WALL-NORTH ELEVATION SCALE: 318" = 1'-0" 26'-0"CLH. ----------------,r-FINISH SUFACEAT VEHICULAR PAVING -@\ \ \ \ \ 8 ( ~- TG 443.7 CATCH BASIN ~ PER CIVIL DWGS. I \ . 'J - DRIVEWAY WALL -SECTION AT WALL SCALE: 3/8" = 1'-0" TEMPERED GLASS WITH \ SANDBLAST IMAGE <J----5'-6" --.F- f-' L ! ADDRESS NUMERALS -'t :., SANDBLAST 1/8" DEEP INTO WALL \-1'-6" &, ~ -~\";---+-t------, -{-&, MONUMENT WALL-FINISH TO MATCH LOBBY EXTERIOR ACCENT WALL. SEE 4 / A-202 MONUMENT WALL 1 <~' !SIS •J \ ··--·;c;;·,··· •. ,, •. , .... -+---'k 10'-0" ------t ELEVATION· SCALE: 3/8" = 1'-0" 90% COMPACTED SUBGRADE, 12" DEEP RETAINING WALL TG 442.9 I CHAMFER ANO POLISH ALL 1'-0" -EDGES @ \ \ \ \ (' DRIVEWAY WALL -SECTION AT LINK SCALE: 3/8" = 1'-0" GLASS SILICON SEALANT -1/8"x1-1/2"x12"ST.STL. CHANNEL ,,,,---- ·LI'-.,'--4" I 4" CLR. / / -t--•· • . / ~ ·• ... 4, I .. ... --......... / ;::: SEALANT • • ' (2) #5 BARS CONT. @ TOP 8xCMU ORCIP #5 BARS@ 16" O.C. (HJ & (VJ EACH FACE (12" D.C.@CIPJ STONE TILE 90% COMPACTION, 12" DEEP CONCRETE FOOTING (4J #4 BARS, CONT. FINISH SURFACE AT DECOMPOSED GRANITE .. STONE TILE LATEX MORTAR 1/2" RUBBER BLOCKING ,f-,r I 114" GLASS ANCHOR DETAIL SECTION -NO SCALE -MONUMENT WALL NOTE: ALL SIGNAGE AND MONUMENTS REQUIRE A SEPARATE PERMIT -,t-3'-0" _I -_.\l 2 114" 9 "' --DRIVEWAYLIGHT ---CURB TRANSITION TC 445.7 ....__ __ STONE WALL CAP LINK "---90% COMPACTION, 12" DEEP "---12"x12" CONCRETE KEY -STOP@STORM DRAIN ------STORM DRAIN -SEE CIVIL. WRAP WITH 2" EXPANSIVE MATERIAL UNDER FOOTING ---ALIGN BOTTOM OF FOOTING WITH BOTTOM OF STORM DRAIN 26'-0" CLR. -----------------E-FINISH SUFACE AT VEHICULAR PAVING COMPOSITE DRAINAGE MAT OVER WALL WATERPROOFING WALL DRAIN CONCRETE FOOTING (5J #4 BARS, CONT. -MONUMENT WALL· FINISH TO MATCH LOBBY ,_: EXTERIOR ACCEN f WALL. ~~ SEE4/A-202 ;;.: llJ to~ -' IDENTIFICATION/DIRECTIONAL CHARACTERS- SANDBLAST 1/8" DEEP INTO WALL LA 90% COMPACTED SUBGRADE, 12' DEEP WALL BEYOND DRIVEWAY LIGHT LINK WALL A '------~-~ L 2.9 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA DIRECTIONAL SIGN ELEVATION· SCALE: 3/8" = 1'-0" L.A. ---EXP. ___ _ DAfE REv1EWED BY: INSPECTOR DATE fsHm7 CITY OF CARLSBAD ~ 1---t--+---------------+--t--+--t---l lJ.U PLANNING DEPARTMENT ~ r;LAN~-::D::;S:;CAP=E~C~ON:;S:;T~R~U~C':;;f!O~N~D::E:;TAI~Ul;;=:F:;O~R:=~~;ii~ /SIS PHARMACEUTICALS 1---+--+-------------+----1---+---+--1 JAPPRoVEo, lr~--1<{ c1: E\\ . .::,i\: _PLANNING 1/16/18 NLA 2 SOLAR PANE! ADDITION 31 OPF OA TE INITIAL ENCINEER Of WORK REVISION DESCRIPTION OATE INITIAL DA TE INITIAL OTHER Af>PROVAL Cl TY APPROVAL OWN BY: JS CHKD BY: JN RVWO BY: PROJECT NO. PIP 09-02 DRAWING NO. 467-4L 2 e C 1----9 LINK WALL / 5'-10" I 1?-;(-1 ---5'~10" I 12" I I 12" I I 12" I ---;(---,/~--5'-10" ___ ,,,__,~--5'-10" ---l'--'=----ci'---/---/ / r0 I I 21~0" -6 RET. WALL WEST PLAZA WALL· ELEVATION SCALE: 318" = 1'-0" .... ~ RETAINING WALL BEYOND ' STONE CAP EXP/,NSION JOINT a: t, C z ::; • "' \ STORM DRAIN --------RETAINING WALL BEYOND ~ -SF 7 LUMINAIRE • , /-CUT STONE CAP VENEER COLORED GROUT JOINT LIGHT ~-FINISH GRADE STONE TILE VENEER WALL --1--STORM DRAIN -SEE CIVIL DWGS. 3" CLR. - ' ' r-#5 BAR CONT. @ TOP ~ /· 7 CUT STONE CAP VENEER "'@ :/ ,:-<_ ' >-.: ' ,/ / ··,_.-·' / 1/ / /. (1) #5 BAR (V), #5@ 24" O.C. (H) "-. --'l<--'.-----.F-~l"llr'/ , EXPANSION JOINT ~~-· -ELECTRICAL CONDUIT ~ #5 BAR CONT. @ TOP (1) #5 BAR (V), #5@24" O.C. (H) "' w ~ '"' I ;--...,._< A , , ---- • SCALE: 314": 1'-0" o}-f, - I ' 8x8x12 CMU OR CIP WALL DRAIN J FINISH GRADE (12" MIN. COVER) />'%'7 \ ~ -"< [\;.. ;__' ,< /. . / , /,c\' CONCRETE FOOTING • , ' :'#4 BARS @ 24" 0.C. , _,___.--4 .. .,, -(5) #4 BARS, CONT. '\ ' EPOXY AND CHAMFER MITRED JOINTS (TYP. @ALL EDGES) LATEX MORTAR CMU OR CIP WALL \ '', ,,, ' ,' \.. MITRED JOINT@ STONE TILE o}-f, "/ -' t' .. 1/2" ::~ -- I CHAMFERED BUTT JOINT (TYPICAL AT TOP SURFACE OF SEAT WALLS) F'===~·~=ca-MITRED CORNER JOINT -SC-J /....___ FACE OF STONE TILE VEE JOINT @ STONE TILE VISED: 11 1 0 \ "' w ~ --t > '"' I '"y -~ 4 '.... . " 4 \;, 8x8x12 CMU ORCIP W,~LL DRAIN FINISH GRADE (12" MIN. COVER) 3" CLR. (TYP.) ,,1 K y _,.._.. _ _.,_~, ~....,,~_ ,~,~, •1, E PER ELEVATION LINK WALL@ LIGHT -:i;-a"-,r 2'.:i:· _-,(-___ ;,.. 'SEE E 1.4 FOR FIXTURE 112" J , 'I SCHEDULE WALL CAP STONE COLORED GROUT JOINT 3/4" MORTAR BED ' c:! -✓-CMU OR CIP WALL RETAINING WALL @ STORM DRAIN EPOXY ANO CHAMFER MITRED JOINTS (TYP. @ALL EDGES) LATEX MORTAR CMIJ ORCIPWALL GROUT JOINT @CAP STONE MITRED JOINT @ STONE TILE COLORED GROUT JOINT • STRIKE FLUSH -MITRED CORNER JOINT GROUT JOINT@ STONE TILE 3/4" -I STORM DRAIN FACADE STONE TILE LATEX MORTAR MORTAR BED COLORED GROUT JOINT COLUMN CAP STONE CMU OR GIP WALL SEALANT STORM DRAIN PIPE B OPENING C LOBBY STONE WALL BEYOND PLANTER POT C LINK WALL 1? / I? /, I I 12" I -£---3'-5" --,(--; I 6'-0" ---,/~-;(---6'-0" -------,~---6'-0" --/--,¥- / /....--- / /1---C-i,RET. -;; 8i : WALL ;s· -•-----l, STORM DRAIN ~~~~t;:"-~'/.-/E;: : ;: :_ }f: =.· i ~}._:,_: ••-+•• •••r~:-"-: :-•. i-+•::~:-j-: i~:......,; .· . / '/ v .... , ... : : .: .. : -• .. "'-;-: :-c. ·< .: • .. ::-:: .. : : :-:: :: -<:-<: :.: >::-~ ··-------~--tj-~-~-~-~--~~ --"· ' / . , .. "' . " "" ' :: 1~ :.'.· . - . ... . '" .... • • •N' "" <, FTG 450.5 ~ ~-LIGHT ~-COLORED GROUT JOINT ,---FINISH GRADE --STONE TILE VENEER WALL --CONCRETE WALK --CONCRETE FOOTING SCOPE OF WORK INCLUDES EXCAVATION FOR WALL FOOTINGS, COMPACTION OF FOOTING SUBGRADE, BENDING AND TYING OF WALL REINFORCING STEEL, CONSTRUCTION OF CONCRETE MASONRY RETAINING WALLS, WALL CELL GROUTING, WALL WATERPROOFING AND DRAINAGE. . / 1/ / -7-' > -,~ -_ '-~ STORM DRAIN· SEE CIVIL OWGS. · <<r~7¥'<:<,<<~-:-"< ~~"/(7 ,(, 7 ,(_,, _ _? / :7: ,7--c-sz7,«z:::v~ z-:... 7 ( / :~, K--........_____ STONE WALL CAP LINK 3'·0" -,f-3'·0" --;(-------------18'-6" 'I\, '--~ ........_______ STONE COLUMN CAP DRAiN FACADE EAST PLAZA WALL • ELEVA Tl ON L L L ""~-go% COMPACTION, 12" DEEP 12"x12" CONCRETE KEY SCALE: 318" = 1'-0" STONE TILE VENEER STONE TILE VENEER EXPANSION JOINT W/ SEALANT 8x16x16 CMU OR CIP STORM DRAIN PIPE RETAINING WALL CMIJ OR CIPWALL WALL WATERPROOFING COMPOSITE ORAl~IAGE MAT 3/4" CRUSHED ROCK • 1 CU. FT. PER LINEAL FOOT OF WALL 3'' DIA. PERFORATED ORAINLINE - WRAP WITH DRAIN MAT FABRIC TAIL 90% COMPACTED SUBGRADE, 12" DEEP CONCRETE FOOTING 4 d ,{l "-:.- • d 4 <l ,/ • ~- d 0 ., " 4 '., <l / / / d .,. '--... • '-,,-I--.--- ., 4' KEY PER ELEVATION 1i16/18 DATE #5 BARS@ 24" O.C. (V) & {H) EACH FACE CONCRETE PAVING 8x16x16 CMU OR CIP 3" CLR. (TYP.) KEY PER ELEVATION PROJECT TO COMPLY WITH 2007 CA BUILDING CODE - . . PLAN SECTION N LA .,---#5 BARS@ 24" O.C. (H) & (V) ,,---CMU OR GIP WALL --#5BAR(V) ....___,_ __ (2) #5 BARS @ EACH ENO L 2.10 APPROVED FOR IRRIGATION 2007 CA MECHANICAL CODE NERI LAND50APS: ARCHITltOTURe: AND PLANTING ONLY, 92-8 HoH,mU:.Nu 5m££r. sum?. W-3 INCLUDING PRECISE 2007 CA ELECTRICAL CODE SM D!E.00, CA 92. I 09' -8::i6/274•3222 - WWW.Nfffi1LA..ca1,1 ._.p,NDSCApe LOCATION OF PLANTING 2007 CA PLUMBING CODE ,_9 .., ,.,'l' -;5 P. ! '-'c, ~1-A!.t, / ~ AREA 2008 CA ENERGY CODE .. -~ f , ---t&~ 2007 CA FIRE CODE (} E)Fli'O !I/JD/II ❖ v'.,_ ... CITY OF CARLSBAD MUNICIPAL CODE -1 -?t A j Sl"' ~"'-)-!" ,.()"{: OF CAL\' LA. EXP. DATE REVIEWED BY: INSPECTOR DATE w CITY OF CARLSBAD SHEETS 7 PLANNING DEPARTMENT 48 LANDSCAPE CONSTRUCTION DETAIIB FOR: /SIS PHARMACEUTICALS I APPROVED: fZ/4,.(<;r-~Jl-,;;ft -1-:. •10 Pl.ANNING NLA /2\ SOLAR PANEL ADDiT!ON TO SLOP;: -t.--t, •'o <'<'<-DI/IN BY: JS PROJECT NO. DRAWING NO. INITIAL DATE IN111AL DATE INITIAL CHKD BY: JN ENGINEER Of WORK f,EYISION DESCRIPTION OTIJER APPROVAL Cl TY APPROVAL RV't'.1) BY: PIP 09-02 467-4L I 2 -..J ELEVATION .. .. ··-·~ ·-··-·- .. . .. . ... ,.. ·-..• . ... . ..• . ,_ WALL FOOTING SEAT WALL WITH STONE TILE VENEER ~-GROUT JOINT ~-FINISH SURFACE AT PAVING BULLNOSED EDGE ····-··-······•·•·<-<•• .. -···-·· • .,,,n ,.. ••• •••••••• •••••••••••••• •- ·-. , ·-·-·-. ... . ·-. 0· SEAT WALL· RETAINING ... :.···:-,-:·--+ -~ 12" -~ .... --- CAP STONE AT SEAT WALL -SEAT WALL LINK WITH CAP STONE LIGHT FIXTURE ·CAP STONE CHISELED EDGE LIGHT LEDGER STONE · CUT TO PROVIDE 112' MAX. GAP AROUND LIGHT FACE PLATE . .. .. . . CHISELED EDGES ,---FINISH GRADE BEYOND ~-SLOPE FINISH GRADE ~-BULLNOSEO EDGE SEAT WALL WALL FOOTING BEYOND 12" N 17" ~---1---FINISH GRADE ,f----STONE VENEER PER MATERIAL SCHEDUL!:: +---WATERPROOF MEMBRANE ,I---114 BARS@ 24' O.C., VERT. ,I---1/4 BAR, HORIZ. @ BONO BEAM 1----8"x16'x16" CMU I CIP CONG. +--+-+---+:_ro~~+~~=~ LATEX MORTAR· WHITE J .. ·-..• . -. ·-.. .. --. - ·------::--:i,::-,:-:: ····-·-··-··-··· ENO ELEVATION FINISH SURFACE AT PAVING 17" -t ----1---FINISH GRADE SECTION@SEATWALL A---STONE VENEER PER MATERIAL SCHEDULE 'LIGHT WHERE OCCURS ON PLAN • SEE E 1 ,4 FOR FIXTURE SCHEDULE C ' ro SECTION @l SEAT WALL LINK N r· . .......... --•···•·· .......... ·-·····- ~-SLOPE FINISH GRADE TO DRAIN --SEATWALL 12" 2" I ~---+-+---FINISH GRADE ,,__ __ SEAT WALL BEYOND ,---SILICONE SEALANT --#4 BARS@ 24' O.C., VERT. ,---#4 BAR, HORIZ. STONE WALL CAP LEDGER STONE VENEER WALL WATERPROOFING SF11 SEAT WALL LIGHT' ~-8"X "X16' CMU /CIP NOTTO SCALE _,;,,/ C , .. -•• ,1---114 BARS@ 24" O.C,, VERT. PLAN VIEW ELEVATION .. . ·-... . ··• .. . -. . . ·-. .. . --. ·-... . ... . ... . ·• . .. . . - ~•-·· .......... LIGHfFIXTURE • ""-WALL FOOTING ------------6'-(l",------------c,j'--1'-0" -,f- }---SEAT WALL WITH STONE TILE ,. . ·-. ,. . --· ... -·. ' '" -... . .. -': .·--·.·--_-·_·.--, VENEER GROUT JOINT FINISH SURFACE AT PAVING BULLNOSE -·---. .. . ---· ·-· -·-· -· -· - ·--· -· ·-· ·-... ·-.. --. ·---. -. -'-· . .. ·-.. . ... CORE HOLE IN STONE VENEE LIGHT FIXTURE' 1,._1,, __ 1•-10 11t· _ I -t 10 114" ,1-- 0" -0 6'-0" ~------~--~t--, 1'-0" -{- . .. . . . . .... ·-.. EDGE OF PAVING ,1---114 BAR, HORIZ. IN BONO BEAM ,I---8"x16"x16' CMU / GIP CONG. i'i,';F~':"'iJ~~r-LATEXMORfAR • WHITE SF11 SEAT WALL LIGHT' CORE HOLE IN STONE VENEER TO ACCEPT LIGHT FACE PLATE , 1 END ELEVATION --MITRED JOINT WALL FOOTING BEYOND .-t 1'·4 3/4" -,f- FINISH SURFACE AT PAVING • LIGHT WHERE OCCURS ON PLAN -SEE E 1.4 FOR FIXTURE SCHEDULE ....... -·-·-... ·-··• PLAN VIEW SEAT WALL WITH STONE TILE VENEER SEAT WALL LINK WITH FLAGSTONE CAP -NATURAL EDGE ON LIGHT SIDE, .__.,Bc__-1 CUT AND CHISELED EDGES ON OTHER TWO SIDES. WALL LIGHT CONCRETE FOOTING ; ®B. r-S_E_AT_W_A_L_L_-N_O_N_-R_ET_A_IN_IN_G_,'·~-'---~---"~-~-----~------------~----------~--------- 4 112,, ,f--. 1 NOT TO SCALE L 2.11 . -. ,F-~--1'·10 112" ---:,_;L 2" , 'I 11 1 ELEVATION A SEAT WALL WITH STONE TILE VENEER ,.---GROUT JOINT --FINISH SURFACE AT PAVING --BIJLLNOSED EDGE SEAT WALL LINK WITH FLAGSTONE CAP· CHISEL CUT EDGES AT LONG SIDES, NATURAL EDGE ON LIGHT SIDE. LEDGER STONE VENEER· AL TERNA TE AT CORNERS r ro ~ --SEAT WALL WITH STONE TILE VENEER· . . ~-GROUT JOINT ~ FINISH SURFACE AT PAVING B.ULLNOSED EQGE · SEAT WALL LINK WITH , CUT FLAGSTONE CAP . SEAT WALL LIGHT' . ' ! . ; . ; ; . I ; . ' l i".;.; ; i. ! ; 'Ii I l 1 it'! i l' !01 ! i·;·;·i C O"J'i ! ;";"!'[ 1-'--f--J, 1,, t,,, , .. , ! l;; ! i Ii.it .. ;; i I.' I' i,!.!.i.i.·.; l i l.i: l.i .. <1-=/==f!.! !.! i•.l,!.i.l ;_· ' : : ! 1 ! . : ; . t : ; : : • : • ! ! I • t 1 I I.! ! l ; ! . j j. 1· j• ! ! ! i ; I ; I ; i. ! i ! 1 l 1 i I ; I : ! i ; l . i i l ; . ;_ i i, I.;,: i i. i ; . i. i l ! ! ! . ! . • i , ; '; : J ' ! '!. 1 .. ! l '! ! . ) ! . ! . ! : ! . 1. i i i I t ! ! ! l ! i ; ; i i : , ! ! . ; i ! I. ! ! ; f\ i . ; ·.;. i. : ' i I. 1 . ; I ! . ! . l i. i : : ! I' I l 1 ! / l ! i ; ·1·, ii! f ,·1 ,·i 1·t'! ! F-=!,·1 i:·1 ,rr i; I 1·! ! ! ! 1 ! ! i ! i.; : i.; ! . : ; ! ' ; ! ! . !. l f I.!. I ; . l. i.; ! . l.•!. l ! . ! . ! . l i f. ! 1 ' ! ' ; ; i I ! l . ; ' . I ' : 1 . I ; i : i \ . t i . l . j . I i . i i I . : t I I ! ; . j ! ! l t.l 1.! i l I.I j_; ;·; ! 1 .l.!.1.i.i.i l.a'.L!.l I.Ii ! !.I 1.1.1.i.Li i. 2'-0" _j_ 'SEE E 1.4 FOR FIXTURE SCHEDULE ti ~ N ELEVATION B 2112"-t-l, ---SEAT WALL LINK WITH STACKED 2' FLAGSTONE PILASTER CAP STONE -CUT STONE TO FIT CMU -GROUT FILL --------SF11 SEAT WALL LIGHT' ~------LEDGER STONE VENEER ~--1---~-'---,-STRIKE GROUT JOINTS FLUSH WITH CUT 1 •••. , , FACE OF STONE 1~~~r d •! ·., ! ~~'~:-;'.":~•.!~>~• -✓f <~~~~ , ,, . ::-•~· ,.,:~:~. ,: .. @V;~~~ ~N~::~~F~~~-~ :~~:~~VERT. LA APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA f,,, ("'-_,. ' . C • • ~ ,.,__<:-f-. ---CONCRETE FOOflNG /,/ . , /' / REVIEWE29Y: ~-p, '<>~<)7->J:'.-:> />,_1/,,:1✓~"---s ______ 95%COMPACTEO susGRADE. 12· DEEP tt.)'4 4_ ~LJ-r i~-:,.1,\ I./, 1/'\(/,, / < ''7-'-./2·,f/--:,'1:,;!1~ . INSPECTOR DATE c{ief-1-~I--==-7::;· =_ -==-1::::=_ -==--==--==--==--==--==--==--==--==--=ct---==-1=::=_ -=]::=_ -=r ..... -==-7=:-;::1 :;::::;8::;:;-:::1 :::;:C;:;:IT;;;:Y;:;:::::::O:;:;;F:::::;C:;:A::;;R:;:L:;:S:;:B:;:A::;;D:.eS~HE~ET~S~ 'LIGHT WHERE OCCURS ON :======~=P~LA~N~N~IN~G~DE=-P~A~R~1M~E~N~T:_=::==tiii4i8~~ PLAN -SEE E 1.4 FOR FIXTURE 1 SCHEDULE LANDSCAPE CONSTRUCTION DETAII.S FOR: SECTION C IS/$ PHARMACEUTICALS ·1J16ii 8 NLA A_PPROVED:· 1_..., , 2\ SOLA.R PANEL ADDiTiCN TO SLOPE -,.,_ ; (c\r--G_A_R_DE_N-:-W_A_LL_,•~-------------------------------------------V NOT TO SCALE '-"8/~10~/1~1-t-·=1P~t~l -t-~A=S·=8=U=IL~T------------t---+--+---t---1 ~P~LAN~Nl;:;:N~G=::::;;;:::::;-;:==~:::::;::;:=:::==~::::::==::::::==: 1---c--1,..,,...~-t-----------------t---+---+---+---1· OWN BY: -=•JS~ PROJECT NO. DRAWING NO. DATE. IN!TlAL DATE INITIAL DATE IN!TlAL CHKD BY: ~JN~- ENGINEER OF 'I/ORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWd BY: PIP 09-02 467-4L 2 11 -t: r B / / / PLUMBING PLAN WATER FEATURE (POTABLE WATER SOURCE} SCALE: 114": 1'-0" SHOTCRETE WALL -WATER LEVE:L & OVERFLOW ASSEMBLY ,,.~-2" DIA. ABS DRAIN LINE b ' 3" BOTTOM DRAIN ~ 3" ABS DRAINLINE -CONNECT TO SEWER 1/2" COPPER PRESSURE MAIN· CONNECT TO POTABLE WATER ~M~B~'ri sillf'LuMs1NG 3/8" COPPER DELIVERY MANIFOLD -1" PVC SUPPLY MANIFOLD -1" PVC MANIFOLD ADJUSTMENT r-------J;BU\ALL VAL VE -2" PVC RETURN LINE ---- ~ 1/Z"GLOBEVALVE ~-=co~,-----~---FLAGSTONE PAVING ·\ POOL BOND BEAM ------POOL WALL ----- er-- LAYOUT PLAN \ -ABOVE SURFACE FLAGSTONE BUILD-UP SUB-SURFACE FLAGSTONE BUILD-UP · .. POOL CENTER POINT POOL PLUMBING CENTERLINE COURTYARD LAYOUT LINE PER U2.6 8 5'-2 1/4" PLANTING AREA FINISH PLAN FLAGSTONE PAVING CONCRETE PAVING I 1'-8" _,.I~---------------17'-5" --------------r 2'-5" _I -1'-·11" -21-1" ·I---3'A" --16" 1 WATER FEATURE WALL BEYOND FINISH GRADE BEYOND 4u 11 1" TYP. _1 1 CUT RANDOM FLAGSTONE CAP -3/8" COPPER TEE (ELL@ EACH END) WITH 318" COPPER MANIFOLD PIPE @ \ \ \ \ \ \ -~ \ \ ' ., \ \ s \ N \ BOTTOM DRAIN BUil T UP FLAGSTONE WATER LEVEL ANO OVERFLOW ASSEMBLY WATER FEATURE· SECTION/ ELEVATION SCALE: 1/4'' = 1'-0" 2" -I ., . CUT FLAGSTONE COPING CUT FLAGSTONE VENEER BEYOND WATER LEVEL COMBINATION HYDRAULIC WATER LEVEL AND OVERFLOW ASSEMBLY k/ . <. • •• ,j -----2" BRASS UNION ,/ ·,_ --~ / r/~/<(/. ~ \_------~~i:i~tlPPLE-LENGTHAS "v>::/,/ /. /./ --. _____ REINFORCED SHOT CRETE STRUCTURE "~,<. --~-'-"'~ .. //.. -.. : .. · \= ~ ~- \"-..) /'-... "-... __---ADAPT TO 2" ABS PIPE AND \ ,-,:',,(~ < ,, CONNECT TO SANITARY SEWER "'~. /./~ , / ,, /""'7 /•~--------CONNECT 112" TYPE K COPPER ~ // //j /./'.'., · //.. WATERSUPPLYT01I2"COPPER -<~-·-_,-.-7 POTABLEWATERSIJPPLY WATER FEATURE· DETAILS SCALE: AS SHOWN WATER LEVEL I OVERFLOW SCALE: 1" = 1'-0" ' -----, / ,• / .,/ / POOL PAVING WATERPROOFING 3" PVC CLEANOUT PLUG WITH 3 WRAPS TEFLON TAPE 3" BRASS THREADED COUPLING ....---3" PVC MALE ADAPTER WITH 3 WRAPS TEFLON TAPE . . ·:· '· 3" SCH 40 PVC PIPE ~ "SYNKO-FLEX"WATER //'\? . .,~~ ·'-,. ,, SEALANT • 318" BEAD -------3/8" THICK x 2.5" PVC RING • SOLVENT WELD TO PIPE ' -~ ----COMPACTED SUBGRADE --------------REINFORCED SHOTCRETE STRUCTURE BOTTOM DRAIN SCALE: 1" = 1'-0" WATER FEATURE NOZZEL STACKED CUT FLAGSTONE VENEER WATER LEVEL ---3/8' -1/2" COPPER BUSHING AS WATERSTOP 3/8" TYPE K COPPER TUBING , , 3/8' -1/2" COPPER BUSHING 1" MANIFOLD ADJUSTMENT BALL VALVE FROM RECIRCULATING PUMP/FILTER ·--. ·-, ~. ~~---112" COPPER ELL · , . , . Jt---112" TYPE K COPPER TUBING POOL PAVING WAfERPROOFING 6" DIA. BRASS FLOOR DRAIN WITH REMO\/ ABLE GRATE ,.,----MORTAR BED ....-----2" SCH 80 PVC NIPPLE RETURN SUMP SCALE: 1" = 1'-0" MANIFOLD DETAIL NO SCALE SUPPLY MANIFOLD SCALE: 1" = 1'-0" 3/8" DIA. COPPER PIPE 118" WIDE x 3/16" DEEP SAWCIJTS @2" O.C. WATER FEATURE POOL AND WATER FEATURE PLUMBING UNDER SEPARATE PERMIT -TO BE SUBMITTED BY AND PAID FOR BY THE POOL CONTRACTOR ,~ ~..._____ 112" COPPER MALE ADAPTER J 1//j 1" SCH 40 PVC PIPE MANIFOLD ... -< · 1" PVC SUPPLY FROM PUMP & i <✓:(<;~ ~~~~~PROOFING '/'> SHOTCRETESHELL NttRI LANO!ICAPI!£ ARCHIT.e:CTURI! L 2.12 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. __ _ DATE REVIEWED BY: INSPECTOR DATE 1--------+-----+-----------1-----+--1---1 jsHEET19 CITY OF CARLSBAD '!: ~ PLANNING DEPARTMENT ~- r=LAN::::::D:::sc='AP=E=C:=D=:N:::s•=rR:::U:::CT:=I:::ON~D:::E:::TAl:::IB~:::FD:=R:=· =t'..';ci;.~~ 11-16/18 INlllAL DATE IN\11AL DATE INITIAL ENGINEER Of' WORK REVISION DESCRIP·noN OTHER APPROVAL Cl!Y APPROVAL DWN BY: CHKD BY: HYWD BY: JS JN /S/S PHARMACEUTICALS PROJECT NO. PIP 09-02 DRAWING NO. 467-4L 2 ;,_~---5'-7 1/4" .;,... -'];,,.. __________ ~ 11'-2 3/4" ELEVATION RACK POST PAVING CONCRETE FOOTING -. ' ' . A ri . 4 4 4 ,1 1 . · 4 · ,1 2-3/8" 0.0. POST EXPANSION JOINT WITH SEALANT ADJACENT CONCRETE PAVING --'\77~ . "'1/ ---".------"---'-~~~,.,..../~ / " " / . , CONCRE fE FOOTING (2500 -.f 8" -,f-...____ PSI) 90% COMPACTED FOOTING SECTION SUBGRAOE, 12" DEEP rr;\A i--B~IC2:'..Y'....'.:C'...'::.LE=-R~A~C~K ____________________________ Noi~oo-V NOT TO SCALE 40'-0" ------------------,f- ' -ACRYLIC COURT SURFACING ~ (TAN) AND LINES (WHITE) OVER -;.: ASPHALT PAVING 18'-11 112' -----------_;· 4'-0" -1 ~+-Ur==~_--+ B I ' B CONCRETE PAVING r . · SPORTS COURf SURFACE OVER ASPHALT . PLAN VIEW BASKETBALL SYSTEM. PER PLANS AND .SPECIFICATIONS CONCRETE-~ PAVING OUTDOOR BASKETBALL SYSTEM SECTION/ ELEVATION/ PLAN 5'-9" -------+ PLAN VIEW -1<- ~ -':' BENCH FINISH GRADE OF DECOMPOSED GRANITE PAVING 2500 PSI CONCRETE FOOTING WITH DOMED TOP (TYP. OF 4) -,t---2'-2 1/4" --f --+--.. cO; 9 1-J BASKETBALL SYSTEM, PER PLANS AND SPECIFICATIONS ISOLATION JOINT CONCRETE PAVING SPORTS COURT ----..._ SURFACING ALL CONNECTIONS PER MANUFACTURER'S RECOMMENDATION BACKSTOP SLEEVE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS !SOLA TIQN JOINT CONCRETE PAVING t=4T~! (o > / ///," :.>"·_f:-.\ ASPHALT PAVING ~ ,.)<..0 "'"' /.~ ':' .' ;,~ \_COMPACT SUB-GRADE, PER SECTION NON-CEMENT BASE._/ ) ~ "'._ , '. ' • • '> SOILS REPORT 95% COMPACTION, FULL DEPTH ·:°"'</<; •• . _ .. <-~ SUBGRADE, 90% ";_ L '(f• ~ . " . J;'. &:> COMPACTION, 12" DEEP /'-.., ·'-,s;_ ',-' /{ /' ' .' /s: 2500 PSI CONCRETE _;,._ 2,_0 .. -JL FOOTING 'I 'I SCALE: 1/2"=1 '-0" 1-J "' • -~ ;. -i-"?""~ -t LA L 2.13 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA . 1 '-....:'-..~ 7/'-, "\/-' i·· ,-, I , , / ( -,f-1--2'-0 3/4' FRONT ELEVATION SIDE ELEVATION COMPACTED SUBGRADE Nl!:RI LANO:SCAPlt ARCHIT.ltCfUR.!!: 921;) HORt-lill.laNO 5Tllli.ET, S\JITT!: iJ 3 SNi 0I5.GO, CA 9i_ 1 O':I ,=--~-!:11!!6/274-3222 -- V.:WW.NJaRJ!.ACOM I;) \../>,l'\OSCApf" '-<IQ.,:,; :c.S P. /Vlf!.-PCJ.:: ~ 15~ ·-t ::_r~~ -~ (, Ap~,n 6/jQ/JI (4 ,,i F CAt.\ @i-=-:BE:::.N.:...::.C:..:..:H...:.:M.:...::.O...:..U:..:..NT.:...:.:IN:..:...G=-------------------- PLAN L.A. EXP. DATE SCALE: 3/4"=1'-0" REVIEWED BY: \ C BASKETBALL HALF COURT LAYOUT PLAN SCALE: 1/4"=1'-0" : 0 AWIN FlLES TIRE INSPECTOR w CITY OF CARLSBAD 0 PLANNING DEPARThlENT LANDSCAPE CONSTRUCTION DETAll.3 FOR: /SIS PHARMACEUTICALS DATE w 8 I APPROVED: 1 ./ ( , I~ i4.-- 1-----l---l---------------t----t----1r---t---f it--&\ l--p Et~ 1---+---l-rr---------------t----t--r,;:-::;:--:-:;-t-;.:zi ;:;P:;:LAN;;::;NIN;:G;:::::=:::;;:::::::;-;::======;:::::::::::=;;:;:;:::::::::::;~ 1116118 NLA 2\ SOLAR P, '"I +. -4;. ,-e, hf-OWN BY: JS PROJECT NO. DRAWING NO. DATE INITIAL OATE INITIAi,. DATE INITIAL CHKO BY: JN ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi.. RVWO BY: PIP 09-02 467-4L 2 N 0 I - NOTES: 1, THESE BOULDERS HAVE BEEN SALVAGED FROM THE UNDEVELOPED SITE AND ARE STAGED AT THE NORTHEAST CORNER OF THE SITE. THE CONTRACTOR SHALL PROTECT THE BOULDERS UNTIL TIME FOR USE, TRANSPORT EACH BOULDER TO THE PLAN LOCATION (ORAS DIRECTED BY THE LANDSCAPE ARCHITECT), EXCAVATE FOR BOULDER PLACEMENT PER THE DETAILED DRAWINGS, AND INSTALL BOULDER ORIENTED PER THE INSTRUCTION OF THE LANDSCAPE ARCHITECT. WHITE TAPE SHOWN ON BOULDER PHOTOGRAPHS IS 2''WIDE. 2. (7) ADDITIONAL 3/4 TON BOULDERS NOT SHOWN ABOVE SHALL BE INCLUDED IN BID. B D SALVAGED BOULDER PHOTOGRAPHS NOTTO SCALE BOULDER,~~-~ BURIED 50% MAX./ 25% MIN. (PER LANDSCAPE ARCHITECT'S DIRECTION) AMENDED SOIL · NATURAL BOULDER BURIAL SECTION R=: 112" - 111 - CONCRETE HEADER SECTION CONCRETE HEADER WITH LIGHT BROOM FINISH & SCORED CONTROL JOINTS EVERY 10' NOT TO SCALE NOTTO SCALE ·,<-----~-3Q'l 2"x6"x6' SIGN POST· ' SLOPE FOOTING TO DRAIN! -r .-x. ~ I FINISH GRADE ' . ::-< 2500 PSI CONCRE: TE FOOTING 1_:~I COMPACTED SUBGRADE './ 1211 -1 DIA'('- E FITNESS COURSE SIGN FOOTING COUNTERSINK REBAR 1/2" AND FILL HOLE WITH EPOXY SEALANT CONCRETE WHEEL STOP CONCRETE CURB -SEE CIVIL PLANTING AREA BASE -SEE CIVIL SUBGRADE-SEE GEOTECHNICAL REPORT (2) #4 DIA. x 24" REBAR STAKES PER WHEEL STOP \ • SECTION AT BIORETENTION SWALE '-./'-..__/ .. - 1116/ia :-.q ' I~ \ ~n.: AD nAMj:i A'"'"'' ... ir'l~j Tf'"> ci tlPF! 612111 JPN /1' CONSTRUCTION CHANGE 1 OAT£ INITIAL NOTTO SCALE SECTION SCALE: 1/2" = 1'-0" £NGIN EER OF WORK REVISION DESCRIPTION ---- I . -. - CONCRETE WHEEL STOP ATTACH WHEEL STOP TO CONCRETE HEADER WITH CONTINUOUS 2-PART EPOXY • REMOVE All EXCESS EPOXY CONCRETE HEADER· SEE CIVIL BIORETENTION LINER COMPACTION PER SOILS REPORT & N LA APPROVED L 2.14 FOR IRRIGATION NtRf LANDl3CAP~ ARCHJT!.C:TVRt AND PLANTING ONLY, 928 HCfttl!K.Ei'JP S'n«::t:T, Suna # 3 INCLUDING PRECISE SN; DIEOO, CA 9:2109 ... 0~8/274·3222 ;..NDSC WWW.NEfl!l.ACOr,t \. ~,Oc' LOCATION OF PLANTING ,:/f'~s ?. " ..,-P. ,..._ ~'? '} AREA "1 'i" J / ~ i_; l.1. '-;l , "\_If o "' --< ,, U11lr~• ~/J0/!1 ,:, " "' ,:,. f?(A 33'!-\ ❖...., re o~ or c~t.\ ~ L.A. EXP. DATE REVIEWED BY: INSPECTOR DATE ~: ~ CITY OF CARLSBAD 1 PLANNING DEPARTMENT :: ,, LANDSCAPE CONSTRUCTION DETAILS FOR: /SIS PHARMACEUTICALS I APPROVED: 1~Jl ~-~ik4\-I '-'·t.'1 •II H-~-r. \~ "I': PLANNING (,,<ff.I) 61~ DWN BY: ;!~ PROJECT NO. DRAWING NO. DATE INlllAL 0AJE INlllAL CHKD BY: JN OTHER APPROVAL CITY APPROVAL RV'Ml BY: PIP 09-02 467-4L 2 GENERAL NO'fES RECYCLED WATER NOTES RECYCLED WATER SYSTEM (PRIVATE) 1. ALL WORK SHALL 8E DONE IN ACCORDANCE f'i1 TH THE CARLSBAD MUNICIPAL WATER DISTRIC1S RULES AND REGULA noNs. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EAnNG AREAS SHALL 8E PROTECTED AGAINST CONTACT f'ilTH RECYCLED WATER SPRAY, MIST OR MISTING. ISIS PHARMACEUTICALS J. BEST MANAGEMENT PRACTICES SHALL 8E USED TO ELIMINATE OR CONTROL ro THE BEST EXTENT POSSIBLE PONDING, RUN-OFF-; OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. 6. B. 9. CROSS-CONNECnONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. NO SU8STITUnON OF PIPE MATERIALS WILL BE ALLOW£D WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER OISTRIC1S RUL£S ANO R£GULA TIONS. HOURS FOR IRRIGATION f'ilTl-1 RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION W11H DISINFECTED TERTIARY R£CYCLED WATER MAY 8E MODIFIED 8Y /HE LOCAL AU/HOR/TY. IRRIGAnON DUR/NO PUBLIC USE PERIODS 111TH DISINFECTED TERTIARY R£CYCLED WA/ER SI/ALL 8E UNDER Tl-!E SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGAnON 1111H WATER OF A LESSER QUALITY THAN DISINFECTED TERnARY RECYCLED WATER SHALL 8E 8ETW£EN THE HOURS OF 10:00 P.M. TO 6:00 A.M. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRIC1S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT f'ilT/-1 RECYCLED WATER, WHETHER BY WINO BLOWN SPRAY OR BY DIRECT APPL/CATION THROUG/1 IRRIGATION OR OTHER USE. LACK OF PROTECTION, 'MIETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICT!. Y PR0/1/BITED. 11. /RR/GA noN I/EADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIM/NA TE OVER- SPRA YING ON SIDEWALKS, STREETS ANO NON-OESIGNA TED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL 8E OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTR!Cr'S RULES AND REGULAnONS. 1:J. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-COOED PURPLE PER AWWA GUIDELINES AND SECnON 116815 OF THE CALJrORNIA I/EAL TH ANO SAFETY CODE. 14. ALL IRR/GAnON PIPE SHALL 8£ STENCILED 111TH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-COOED (PURPLE) AND LAID 111TH WARN/NO TAPE AND STENCILING ORIENTED TOWARD THE' TOP OF THE' TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRIC1S RULES ANO REGULA noNs. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEl\£R LINES SHOULD 8£ PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL 8£ BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES $//ALL CROSS AT LEAST 1WcLVE INCHES BELOW POTABLE: WATER LINES AND MAINTAIN AT L£'A$T TWELVE INCHES CROSSING SEPARAnON BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLE:D WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LfSS THAN TW£LVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED f'ilTHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRIC1S RULES ANO REGULATION$. 18. THE REQUIRED CROSS-CDNNECnON SI/U TDOWN TEST SI/ALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND TH£ SAN 01£:GO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. 19. THE REQU/Rf:D CROSS-CONNECTION INSPECTION SHALL 6€ DONE BY EITHER Tl-!£ CARLSBAD MUNICIPAL WATER DISTRICT ANO/OR TH£ SAN 01£00 COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER ·oo NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. 'MIEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WR!nNO. THIS INDIVIDUAL SHALL BE FAMILIAR f'ilTH PLUMBING SYSTEM l\lTH/N THE PROPERTY, 111TH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR's RULES ANO REGULA noNS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF 1HE DESIGNA noN. 111 TH CONTACT Pl/ONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT WAYNE SANDERS AT (760) 801-7164 OR AFTER HOURS CONTACT WAYNE SANDERS AT (760) 801-7164 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAIN$ INCLUDING FIR£ MAINS AND ANY WATER i'IELLS AND WATER COURSES W1 THIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 2:J. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINK/NC FOUNTAINS ANO/OR DES/ONA TED OUrDOOR EA nNG AREAS ON THE' SIT€. 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 OTH[R APPROVED METI-IOOS. 25. ALL /RR/GA TION BACKFLOW PRE VENTERS SHALL BE TESTED BY A CERnFIED TESTER AND SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INS/OE THE DOOR OF EACH CON TROLLER 'NI-IERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE 8ACl<CROUND f'ilTH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE A. 8. C. D. £. F. G. IRRIGATE BETW£EN THE I/OURS OF 10:00 P.M. AND 6:0D A.M. ONLY. WATERING OUTSIDE 11-1/S TIME FRAME MUST 8£ DONE MANUALLY f'ilT/1 QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY rJME BE LEFT UNATTENDED DURING USE OU TS/OE Tl-IE NORMAL SCHEDULE. /RR/GA TE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOL/NC, AND PONDING. THE APPL/CA noN RATE SHALL NOT EXCEED Tl-IE INFILTRATION RAT£ OF TIIE SOIL. TIMERS MUST BE ADJUSTED SO AS TO 8£ COMPATIBLE f'ilT/1 THE LDl\£ST SOIL INFILTRATION RAT£ PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE: EFFICIENT SCIIEDUUNG OF THE' AU TOMA TIC CONTROL CLOCKS, (I.E., EMPLOY/NO fl-IE REPEAT FUNCTION TO BREAK UP THE TOTAL /RR/GA TION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). ADJUST SPRAY HEADS TO EL/MINA TE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF Tl/£ CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PAnos AND LOTS, ANO STREETS AND SIDEWALKS. 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. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING £AC// EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE' INFORMED THAT WATER IS FOR /RR/GA TION PURPOS[S ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WAS/I/NG, ETC. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICAnONS TO ANY PRIVATE ON-SIT£' FACILlnES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY. THE DISTRICT £NC/NEERING OFFICE AND DESIGNED IN ACCORDANCE 1111H DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL 8E TAGGED 111 /}/ /DENT/FICA noN TAGS. 2. A. TAGS $//ALL BE 'M::A n-lERPROOF PLASTIC, J'x 4•, PURPLE' IN COLORJ Win-I THE WORDS 'WAfi'NING RECYCLED WATER -DO NOT DRINK IMPRINTED ON ONE SID€, ANO "AVISO -AGUA IMPURA-NO TOMAR' /MPRINT£D ON THE OTHER SIOE. IMPRINrtNG SHALL 8£ 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 DIREC"TLY OR f'ilTH PLASTIC TIE-WRAP QR 2. ATTACH TO SOLENOID WIRE DIRECTl.Y OR f'ilTH PLAsnc TIE-WRAP OR J. ATTAC/1 TO VALVE COVER 111TH EXISTING VALVE COVER BOLT. ALL SPRINKLER //£:ADS SI/ALL BE IDENTIFIED AS RECYCLED WA T£R SPRINKLER I/EADS. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIE'O WITH A SIGN BEARING THE WORDS "RECYCLED WA ffR USE;D FOR !RR/CATION" IN ENGL/SI/ AND SPANISH, f'ilTH BLACK LETTERS 1• HIGH ON A PURPLE BACKROUND. THE SIGN SI/ALL 8£ PLACED SO Tl/AT IT CAN 8E READILY $£EN BY ANY OPERATIONS PERSONNEL unUZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I 1/EREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I /IA VE E'XERC/S£D RESPONSIBLE CHARGE OVER THE' DESIGN OF THIS PROJECT AS DEFINED IN SECnON 67D:J OF THE BUSINESS AND PROFESSIONS CODE AND TI-IAT 1HE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT ff/£ CHE'CK 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 REL/£:VE ME, AS 'THE: LANDSCAPE ARCHITECT OF WORK, OF MY RESPONS/8/UnES FOR PROJECT DESIGN, FIRM NAME & ADDRESS: NERI LANDSCAPE ARCl-11 TEC /l)RE 928 HORN8LEND STREET, SUITE J SAN DIEGO, CALIFORNIA 92109 RESULTS MUST BE' GIVEN TO THE' CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PHONE NO: ( 858) 274 -J222 PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD =~-.=.='------ COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN 8£ FOUND ON THE CITY W£8 REGISTRATION NO: CA RLA J,321 EXPIRAnoN DAT£: 6/J0/11 _____ _ SI TE AT HTTP:/ /CARLSBADCA. GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLED WA TERBACKFLOWTESTERUST.POF r BLACK LOGO r,PURPLE BACKROUNO ,,--1 • BLACK LETTERS J6" / (N. r.s.} WARNING RE YCLEO WATER DO NOT DRINK In Order to Conserve Woter ... RECYCLED WATER IN USE -.-_ .-.-:::;- ur .... .,. ... DIAL TOLL FREa 1-800-422-4133 AT LEAST TWO OAY3 BEFORE YOO DIG LEGEND "' fl POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREV£NnON DEVICE INSTALL PER CMWD POTABLE WATER LINE: -RW-RECYCLED WATER LINE INSPECTION PROCEDURES -1. District Constructlo11 Jnspoclioa Shall Include: A Required separation between potable and rncyded waler lines (horizontally and ve1tically). 8. Pipe ldenlificat.ion. C. Sleeving at crossings. D. Appropriate matedals and marl<ing.s. including pto~r quick cot1pfers. An approval letter regarding tha inspe<.;tion of the project shall be ootained from Iha City and Iha District. and be /o,warded lo Iha County Health Deparlment prior to final inspection approval. 2. Dis/rid Final Inspection Shall Include: A. Signage installed per plan. 8. Con/roller Slickers. C. Tagging of valves. 0. Coverage tast after completion of the sptfnMer system to ensure protection of a1ea not approved for recycled water use. RG-RECYCLED WATER -PRESSURE SUPPLY LINE: FS IZZ] ... FIRE SERVICE LINE RE'CYCLED WATER USE AREA DO NOT DRINK SIGN OUTDOOR EA TING AREA (PROTECTED AGAINST CON- TACT 111TH RECYCLED WATER) E. All aspects of the itrigatian conditions inducling windblown spray, runoff, and ponding. F. Required protection of all residential areas. G. Required p,oteclion of wells, streams. reservoirs, etc. H. Cross•connection test if required. /. Color coded, laminated charts inside each controller. 3. Annual Inspection Shall Include: A camplata inspection that will cover A·/ of the District Final Inspection. Revisions must ba approved by Public Health Engineer, City Engineer and Distrid Engfneer pdor to implementation In field. SH[[T TITLE R[CYCLEO WATER TITLE SHEET IRRIG. LEGEND & NOTES /RR/GA T/ON PLANS /RR/GA TION DETAILS DEPARTMENT OF PUBLIC HEALTH "DECORATIVE WATER FEATURE DESIGN GUIDE" CITY Of OCEANSIDE HIGHWAY 7~ PACIFIC OCEAN I .... NOT TO SCALE CITY Of VISTA L'-., n__J CITY Of ENGINITAS ~ - VICINITY MAP RW LJ.00 1 ;., SHEET NUMB/;R LO (V) L3.0, L3.1, L3.2, L3.3, L3.4, LJ.5 0 (V) U.6, L3.7, L3.8, L3.9 POINT OF CONNECTION AT 2" RECYCLED WATER METER STUB-OUT RW APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN OIEGO DEPARThlENT Of ENVIRONMENTAL HEALlH LAND AND WATER QUALITY DIVISION GLENNLEEKS ENVIRONMENTAL HEAL 1H SPECIALIST "AS BUil T" TITLE REVIEWED BY: INSPECTOR 1-za-/0 DATE DATE DATE CARLSBAD MUNICIPAL WATER DIS'l'RICT SHEET CITY OF CARLSBAD: 48 • 22 PLANNING DEPAR1MENT ~ SHEETS '. .. R CYCLED WATER ~ f DO NOT ~ DRINK ~~ NO TOME EL AGUA :· .. ·: ~:-N L.A UNDERGRQ\JND SERVICE ALERT OF SOUlHERN CALIFORNIA -·-·. -_ le N.;:A:I LANDSCAPE AHCHl'fEC::TURE'. l---il---t------------------t---t---;----t---1 RECYCLED WATER TITLE SHEET 1---+--ll----------------t----t--t----i----1 PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: ' SH //ANOS 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 'fYPICAL SIGNS WASH HANOS AFTER CONTACTING VESE SUS MANOS DESPUES OE USAR 113' X 113" SIZE • 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: BMR-GAZELLE COIJR T LLC ADDRESS: 17190 BERNARDO CENTER DRIVE SAN DIEGO, CA 921213 TELEPHONE: (858) 485-9840 z-CJ -to f--------------------1-.K)!' 1/1fi:,';,/18'Hh.f.N~'lA~lb/a.2\;._.;,iS'n "'-""''°'-'' P:t1l','"''·e,._,ili ,c,,.,,rn'-'.T'!U'("J>.' T.u,f'-i..<.ul n.,_o:c,Fc ------j-;:;~-t-=-;;--t-:::;-;;::'-'4-;;:;;;~ DATE DATE PLAN PREPARED: -6_-~2~5-_2~0~1~0______ DATE INITIAL t,-f./9 1-/J- DATE INITIAL DATE INITIAL EXP.J/31/12 BY: NERI LANDSCAPE ARCHITECTIJRE ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL APPROVED PLANNING DRl'.tt SY, JS CHCKD BY: JN ISIS PHARMACEUTICALS 2855 Gazelle Court CARL'?BAD, CALlFORNIA 92010 /"tvy_f (;r, ?-l \ ..,ft' ':I -~-1 .. • DATE PROJECT NO. DRAWING NO. PIP 09-02 467-4L 2 , N N 0 't:) w ~ L i I,. i I ! KEY NOTES /2-,. EXISTING TEMPORARY "HIGH LINED" METER, • W "y"' BACKFLOW PREVENTER & PRESSURE REGULATOR EXISTING 1-114" PVC MAINLINE. REMOVE 10' SECTION AFTER IRRIGATION SYSTEM IS COMPLETE, CUT AND CAP AND LEAVE EXPOSED FOR INSPECTION AND APPROVAL BY WATER DISTRICT REPRESENTATIVE. ON FIRE HYDRANT. DISCONNECT AND RETURN TO MASTER DEVELOPER AFTER ALL IRRIGATION WORK HAS BEEN.COMPLETED AND PRIOR TO CONNECTION TO RECLAIMED WATER METER. 0 EXISTING IRRIGATION, REPAIR IN KIND ALL AREAS DAMAGED DURING CONSTRUCTfON, NEW IRRIGATION SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE IRRIGATION, <§> MONUMENT/DIRECTIONAL SIGNAGE (REQUIRES SEPARATE PERMIT) . <§> INSTALL MAINLINE IN PLANTING AREA 12" FROM EDGE OF PAVING (TYP.) CUT AND CAP EXISTING 1-114" PVC MAINLINE BELOW GRADE, INSIDE PROPERTY LINE. EXISTING SLOPE IRRIGATION. SAVE & PROTECT IN PLACE AND REPAIR IF DAMAGED BY CONSTRUCTION. <8> CONNECT GATE VALVE AND QUICK COUPLING VALVE TO EXISTING 1-114" PVC MAINLINE. POTABLE WATER MAINLINE. CONSTRUCT RECYCLED WATER MAINLINE 12" MIN. BELOW POTABLE MAINLINE WHERE LINES CROSS. 0 REMOVE ALL IRRIGATION HEADS & LATERALS AND CAP LATERALS INSIDE RIGHT-OF-WAY AT EXISTING VALVES W-46 & W-47. COORDINATE REPROGRAMMING OF CONTROLLER 'W' WITH MASTER ASSOCATION REPRESENTATIVE. GAS METER SEE DWG L12.2, 415-9N, PROJECT NO. CT97-13, ON FILE WITH CITY OF CARLSBAD ENGINEERING DEPT. FOR EXISTING IRRIGATION. ADJUST EXISTING BOTTOM SLOPE ROTORS & LATERALS TO ABUT NEW IRRIGATION. RENOZZLE TO PROVIDE FULL COVERAGE. A34 ROTARY 16 1" STREAM A33 ROTARY 27 .5" STREAM A32 DRIP 21 . 5" 10 . 20 KEY MAP - NOTE: ABBREVIATION "BOC" REFERS TO DISTANCE OF IRRIGATION EQUIPMENT INTO PLANTING AREA FROM BACK OF CURB. ~yyyy--~~ SEE DWG 467-4L, SHEET40 FOR REVISIONS IN THIS AREA A39 26 .5" A40 29 1.5" A41 18 1" ROTARY STREAM ROTARY STREAM DRIP '--RECYCLED WATER TO COOLING TOWER (PRIVATE) SEE CIVIL. LA L 3.0 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA 11A♦ •l>Ult.:f __ )t@Jotf~ 1''l6 ·II L.A.~¼'?,./ EXP. &·~()·I?, DATE 111 fsHml CITY OF CARLSBAD fsRill'sl l--'---t---t---------------+---1,--+---1-----1 ~ PLANNING DEPARTMENT ~ ~LAN====D=SC~AP==E=l=:R::::Rl=G==AT=ID~N=:=:P==LAN==. =:=:FO==R:==.====to.:iw~ /SIS PHARMACEUTICALS t-'1:c/1:"'6/:,;-t8';--;-t-":. ,~7 a::.:: SOU,R PANEL ADDiTION TO ff OPE 9112/11 !PN --AS-BUILTRESUBMITTAL 3/10/11 JPN AS-E}IJJLT 612/11 · _JPN CONSTRUCTION CHANGE 1 DA Tc: INITIAL ENGINWl OF WQRK REVISION DESCRIPTION 4. '-\-. \ ~ I APPROVED: rt:J( Gr, t:\\.,:,-ft: (¢-S-)1 PLANNING DWN BY: JS PROJECT NO. DRAWING NO. DATE INlnAL OAT( INITIAL CHKD BY: JN O'fHER APPROVAL CITY APPROVAL RYWD BY: PIP 09-02 467-4L • • I II 2 _l ___ _ vJ o tJ ...0 +> cJJ l . ' ; I I 0 10 !'VIJ I • 20 ... ! _____ i © ,. I . . . . , , J ' , \ . i • .. ' A44 4 1" A43 50 2" j A42 44 2" / ,, r.-- ROTARY STREAM ROTARY STREAM ROTARY STREAM "-..-RECYCLED WATER TO COOLING TOWER (PRIVATE) SEE CIVIL ,-.-...-.-..-~..., SEE DWG 467AL, SHEET 41 FOR REVISIONS IN THIS AREA 2 "¢,/ , · . · ,,--:c:c,,,~;1h:\J";i',1' ~ '~¼. . .. , ... --,,,.---.,•,"r.}V-~,_f, ...... , '-\~'-··-,~~i'!r"'·;::;:.,, ~-~,\. ~~,,..ttt7. ~ ¾i~ ·•·-··•. . . ., 1; ... :~·0 .,, r.' fr':" :J;1,::' .. :~. KEY MAP KEY NOTE$ 0 EXISTING PLANTING AND IRRIGATION. REPAIR IN KIND All AREAS DAMAGED DURING CONSTRUCTION. NEW IRRIGATION SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE IRRIGATION. 0 INSTALL MAINLINE 12" FROM BACK OF SIDEWALK (TYP.) 0 RETAINING WALL PER CIVIL DRAWINGS. INSTALL NEW IRRIGATION LATERAL 6" BEHIND WALLAND TUNNEL UNDER 1/VALL FOOTING AT PARKING PLANTERS. <§> POTABLE WATER SERVICE TO BUILDING. /4'-._ REMOVE AND RELOCATE BOTTOM LATERAL(T-8) & ROTORS 30" "-1/ UPSLOPE FROM BACK OF CURB. RENOZZLE HEAD RADII ACCORDING TO ADJUSTED DISTANCE FROM MIDDLE LATERAL TO PROVIDE FULL HEAD-TO-HEAD COVERAGE. NOTE: ABBREVIATION "BOC" REFERS TO DISTANCE OF IRRIGATION EQUIPMENT INTO PLANTING AREA FROM BACK OF CURB. Ill 'I .. 11 \i ,I ,· . ! I I . i L 3.1. LA APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA •11 '· EXP.(,''~•/I r-?,,, ·o:ii DATE .I INSPECTOR fsHrnl4 CITY OF CARLSBAD l---1'-----t-----------------t----t---t----t----t L3.±_j PLANNING DEPARTMENT 1----1--+---------------+---t---+---it----l SHEET 48 LANDSCAPE IRRIGATION PLAN FOR: /SIS PHARMACEUTICALS 1/16/18 NL~ ~ SOLAR PANEL ADDiTION TO SLOPE -', ·"'-'"'-V"'z APPROVED:\,t;J ~ G,;,t\\4 9/12/11 JPfJ AS-BUILT RESU6MITTAL t:,-$,\1 8/10/11 JPN' AS-BUILT PLANNING 6/2/11 JPN 1 CONSTRUCTION CHANGE 1 OWN BY: JS PROJECT NO. DRAWING N DATE INl11AL DATE INJnAL DAlt INl11AL CHKD BY: JN ENCINEf:R Of WORK REVISION DESCRIPTION on,gi' APPROVAL CITY APPROVAL RVWO BY: PIP 09-02 467-4L 111 2 0 EXISTING PLANTING AND IRRIGATION. REPAIR IN KIND ALL AREAS DAMAGED DURING CONSTRUCTION. NEW IRRIGATION SHALL BE, INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE IRRIGATION. <§) INSTALi. MAINLINE 12" FROM EDGE OF PAVING (TYP.) /r;,,.. INSTALL MAINLINE AND VALVES 18" TOWARD '.:.y BUILDING FROM TOP OF SLOPE (TYP.} ~ DIRECTIONAL SIGNAGE (REQUIRES SEPARATE ~ PERMIT) . 0 EXISTING TEMPORARY "HIGH LINED" METER, BACKFLOW PREVENTER & PRESSURE REGULATOR ON FIRE HYDRANT. DISCONNECT ANO RETURN TO MASTER DEVELOPER AFTER ALL IRRIGATION WORK HAS BEEN COMPLETED ANO PRIOR TO CONNECTION TO RECLAIMED WATER METER. , /,'-.,IMMEDIATELY PRIOR TO CONNECTION TO RECYCLED ' "-1/ WATER METER, CUT AND REMOVE EXISTING 2" PVC (PURPLE) MAINLINE OUTSIDE OF LIMIT OF WORK. CONNECT NEW RECYCLED WATER MAINLINE FROM FLOW SENSOR TO EXISTING RECYCLED WATER (PURPLE) MAINLINE INSIDE LIMIT OF WORK. CUT AND WIRE NUT CONTROL WIRES IN PULL BOX OUTSIDE LIMIT OF WORK 0 EXISTING IRRIGATION CONTROLLER 'T' • ABANDON IN PLACE FOR SALVAGE BY MASTER DEVELOPER. . 0 CONNECT CONTROL WIRES TO EXISTING VALVES AND RENUMBER VALVES AS FOLLOWS: T-8"'A-1 ,, T-7 "'A-2 T-6 = A-3 T-5 =A-4 T-4 "'A-5 I A9 DRIP 15 1" A10 DRIP 20 .5" <B'> REMOVE ANO RELOCATE MAINLINE, VALVES 7-6, T-7 & T-8, AND BOTTOM LATERAL(T-8) & HEADS 30" UPSLOPE FROM BACK OF CURB. RENOZZLE HEAf.) RADlfACCORDING TO ADJUSTED DISTANCE FROM MIDDLE LAl:ERAL. / / / / / / / / / / / / / / / / / / / / / / / / / / MH-r© A4 20 1 t·i ,;; .. .) A3 A1 POTABLE WATER (PUBLIC) A6 14 1" A7 42 2" A8 21 .5" rxis fl"lCs ··13'L.Qf>F ..... ROTOfiS [Xlt3 I lclC ' -~ <~~ ! (~, lij'•----..._Jr·- i~OT()f1G [:X!~) 1 INn . STf)Pf~ F{OTOHS EXIS flNG ··t;rar"r:: HOTOl~G f~XIST!NG ~·;--·;;)·· ii<: ..... 'v>L.~ f L. ROTO?"{~~ ROTARY STREAM ROTARY STREAM DRIP NOTE: ABBREVIATION "BOC" REFERS TO DISTANCE OF IRRIGATION EQUIPMENT INTO PLANTING AREA FROM BACK OF CURB. 11! ' ·' ii ,I ,I ii ' ii :i ' ' :1 t; :, ,, " '.! I' ' ;! L 3.2 ,: LA APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA ~, · f>'Jt t:r '' 1·~·(/ DATE INSPECTOR DATE ISHilll CITY OF CARLSBAD SHEETS 1----l--+---------------+--t-----+--t---t ~LJU:::::5=:~==::P~LA::N::N::IN::C::=DE~P~A~R~1M~E::N::::T==~~34~8~ LANDSCAPE IRRIGATION PLAN FOR: /SIS PHARMACEUTICALS Ill 2 l,a o N -o ·b U\ O 10 n.t\J -; ___ i © KEY MAP KEY NOTES 0 REPAIR IN KIND SLOPE PLANTING AND IRRIGATION DAMAGED BY UTILITY WORK IN THIS AREA. NEW IRRIGATION SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE IRRIGATION. 0 INSTALL MAINLINE 12" FROM EDGE OF PAVING {TYP.) /4-,_ INSTALL MAINLINE AND VALVES 18" TOWARD BUILDING FROM "1/ TOP OF SLOPE (TYP.) <8) POTABLE WATER MAINLINE NOTE: ABBREVIATION "BOC" REFERS TO DISTANCE OF IRRIGATION EQUIPMENT INTO PLANTING AREA FROM BACK OF CURB. LA INSPECTOR DATE Ill ' ' . II' I I I ' .1 . ' fsi=iml CITY OF CARLSBAD SHEET 48 1-----1---1----------------+---+---+--+----l ~ PLANNING DEPARTMENT r.=LAN::::D::S~C.=AP:::E:=IR:::R::l~G:::A1:::'l::O:::N:::P::LAN=:::=FO::R:::·=:====t:.';::;,;;:~~ /SIS PHARMACEUTICALS 1116/18 ~-·>\ . • L\-4, ,..., APPROVED: , Ci . ' 9/12111 JPN AS-BUILT RESUBMITTAL l:y:, ~Let\ la,!>, n 8/10/11 JPN AS:BUIL T 11-✓ ~ PLANNING OWN BY: J~ PROJECT NO. DRAWING NI). DAio' INI AL DATE INITIAL DATE INlllAL CHKD BY: J~ ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV'M) BY: PIP 09-02 467-4l I II 2 ...--------------..... --------------------------------------------------------------------------·· i LU 2:C ::i (.) zz -ll,J ~ til 0~ l-~ U) u.. ('J A15 51 2" A16 23 .5" A17 23 .5" ROTARY A14 ROTARY STREAM 15 .5" STREAM ROTARY STREAM ROTARY STREAM '---RECYCLED WATER TO COOLING TOWER (PRIVATE) SEE CIVIL AND PLUMBING KEY MAP NOTE: ABBREVIATION "BOC" REFERS TO DISTANCE OF IRRIGATION EQUIPMENT INTO PLANTING AREA FROM BACK OF CURB. . ·.N LA L 3.4 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCA noN OF PLANTING AREA ~. f>')t '-'1''' , <->~{;:fAA-___: '/•l?;•{/ L.A. *'?.A-EXP, ,2•~0 ·I~ DAJE 1---+-+---------1--1----1c---1--1 fSHml7 CITY OF CARLSBAD [si1ITfsl8 L.32.j PLANNING DEPARTMENT ~ ~LAN:::::D::::SC~AP:::::::E=I=RR=J:::OA::'f:::JO=:N=::P:::LAN==::::F'O:::R::=· ===~;;,.:;;;;,:;~ 1116118 NLA 2 SOLAR PANEL ADDITION TO SLOPE 9/12/11 JPN AS-8UILT RE.SIJBMITTAL 8/10/11 JPN AS·8UILT QA TE INITIAL ENCINE!;R Of WORK REVISION DESCRIPTION OA TE INITIAL DATE INITIAL OTHER APPROVAL CITY Al'PROVAL PLANNING DWN BY: JS CHKD BY: JN RVWD BY: /SIS PHARMACEUTICALS PROJECT NO. PIP 09-02 DRAWING NO. 467-4L ' ! I 11 2 ....c:- ~ . ..J l --t r- ' . . , ' A31 ROTARY 22 .5" STREAM .A24 ROTARY 20 .5" STRE M A25 ROTA,.RY 12 1" STREAM A26 ROTARY 23 .5" STREAM F ' .· /• A23 DRIP 12 1" I I J I~ '...J KEY MAP KEY NOTES 0 BIOSWALE (TYP. SYM.) <§> DRAINAGE STRUCTURE (TYP. SYM.) 0 REPAIR IN _KIND flANTING AND IRRIGATION DAMAGED BY UTILITY WORK IN THIS AREA. NEW IRRIGATION SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE IRRIGATION. <§> INSTALL MAINLINE 12" FROM EDGE OF PAVING (TYP.) ~ INSTALL MAINLINE AND VALVES 18" TOWARD BUILDING FROM '-1/ TOP OF SLOPE (TYP.) ~ CONNECT NEW MAINLINE TO EXISTING 2" PURPLE PVC '{/ IRRIGATION MAINLINE. A CONNECT NEW CONTROL WIRES TO EXISTING VALVES AND 'v RENUMBER AS FOLLOWS: N~-1 = A-29 IV\-2 = A-28 i'\J\<I = A-27 RELOCATE VALVES OUTSIDE OF FIRE LANE. ~ CONNECT EXISTING 1-1/4" PVC MAINLINE TO NEW 2" PVC '{,1/ MAINLINE. · 0 POTABLE WATER MAINLINE. CONSTRUCT RECYCLED WATER MAINLINE 12" MIN. BELOW POTABLE MAINLINE WHERE LINES CROSS. 0 SEE DWG L 12.2, 415-9N, PROJECT NO. CT97-13, ON FILE WITH CITY OF CARLSBAD ENGINEERING DEPT. FOR EXISTING IRRIGATION NOTE: ABBREVIATION "BOC" REFERS TO DISTANCE OF IRRIGATION EQUIPMENT INTO PLANTING AREA FROM BACK OF CURB OR PATH. L 3.5 LA APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA ~+· tu \ J , ..A----.._..:, 1 · Z-8J , II L.A. ?1~U EXP.//•30•/3 DATE ' INSPECTOR 111 ' [si=iml CITY OF CARLSBAD fsREETSl 1----l----1------------------+----il----t---!I----J ~ PLANNING DEPAfHMENT ~ ;:::::::~===================t~~I LANDSCAPE IRRIGATION PLAN FOR: 1/16118 NLA 9/12/11 JPN 8/10/11 JPN OA TE INIOAL ENGINEER Of WORK 2 SOLAR PANEL ADDITION TO SLOPE AS-8VILT RESLIBMITTAL AS-BLIILT REVISION DESCRIPTION DA TE INITIAL OA TE INITIAL OIHER APPROVAL CITY APPROVAL OWN 6Y: JS CHKD BY: JN RI/WO BY: /SIS PHARMACEUTICALS P~OJECT NO. PIP 09-02 DRAWING NO. 467-4L . ' I i 111 2 IRRIGATION HEAD SCHEDULE CiiALLON& Pl=R MINUTI= GENERAL IRRIGATION NOTES ARC SYM DESCRIPTION 360' 210~270 ' @) ......... , ..................... , ...... '. 90-~10 • (@) 360' SHORT DISTANCE POP-UP STREAM ROTOR SHORT DISTANCE POP-UP STREAM ROTOR SHORT DISTANCE POP-UP STREAM ROTOR SHORT DISTANCE POP-UP STHEAM ROTOR ......... , ....................... , .... -., ..................... __ 210~270 ' @ ! SHORT DISTANCE POP-UP STREAM HOTOR • ................. •••••••••"•'"' •••••••••••••• .... i,o•o•-o•o•••• -----••••••• .... •--••••••••••••••••••••••••••••OH•,.-• 90-~10 ' @ j SHORT DISTANCE POP-UP STREAM ROTOR ' 360' @ SHORT DISTANCE POP-UP STF,EAM ROTOR .............. ,.,, .............. , 210~270 ' @ SHORT DISTANCE POP-UP STREAM ROTOR 90-~10~;·-® I SHORT DISTANCE POP-UP STREAM ROTOR . ARC 45-'105 ARC , SYM ! DESCRIPTION ' t . I © I SHORT DISTANCE POP-UP STREAM ROTOR iSYM DESCRIPTION SHORT DISTANCE POP-UP STREAM ROTOR SHORT DISTANCE POP-UP STREAM ROTOR MANUFACTURER/ MODEL NUMBER HUNTER INDUSTRIES, MPR40-12-CV-R-MP1000-360 HUNTER INDUSTRIES, MPR40-12-CV-R-MP1000-210 HUNTER INDUSTRIES, MPR40-12-CI/-R-MP1000-90 i HUNTER INDUSTRIES, MPR40-12-CV-R-MP2000-360 .......... _,, .. """""'"" ! HUNTER INDUSTRIES, MPR40-12-CV-R-MP2000-210 ' "'"'"!"' ! HUNTER INDUSTRIES, MPR40-12-CV-R-MP2000-90 HUNTER INDUSTRIES, MPR40-12-CV-R-MP3000-360 HUNTER INDUSTRIES, MPR40-12-CV-R-MP3000-210 HUNTER INDUSTRIES, MPR40-12-CV-R-MP3000-90 f MANUFACTURER/ MODEL NUMBER ! i HUNTER INDUSTRIES, MPR40-12-CV-R-MPCORNER ' I MANUFACTURER/ MODEL NUMBER ' HUNTER INDUSTRIES, MPR40-12-CI/-R-MPLCS515 HUNTER INDUSTRIES, MPR40-12-CV-R-MPSS530 RAD. FT. PSI i 360" 14' 40 i 0.75 ········· L 14' , 40 i ... . ... j 14' 19'-20' • ·19'-20' .... ,) ...................... . 1 19'-20' 30' 30' 30' RAD. FT. 14' WxL 5'x15' 5'x30' ... i . i'" 40 ! ! 40 1.47 40 40 40 3.64 ____ , ...... 40 t····· 40 PSI 105' 40 0.45 PSI i GPM • ' 40 : 0.22 ··1--··"· .. . ! 40 ' 0.44 . 270' i 210' 180' 90' I 0.57 0.43 0.43 0.37 0.19 1.10 0.86 0.86 0.74 0.40 ...... 2.73 2.12 2.12 1.s2 I 0.86 j 90' ( 45' ! i ; ' 0.39 0.19 j LEFT CORNER STRIP SIDE STRIP DETAIL M/L3.7 M/L3.7 M/L3.7 M/L3.7 M/L3.7 M/L3.7 M/L3.7 M/L3.7 M/L3.7 DETAIL M/L3.7 ! DETAIL l M/L3.7 M/L3.7 1. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON Tl-IE PLANS, AS DIRECTED, IN ACCORDANCE WITH CURRENT LOCAL PLUMBING CODES AS OF THE APPROVED DATE OF THESE PLANS. 2. THE CONTRACTOR SHALL MAKE SURE ALL LANDSCAPED AREAS AFFECTED BY THIS CONSTRUCTION RECEIVE 100 % IRRIGATION COVERAGE . 3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF EXISTING IRRIGATION EQUIPMENT PRIOR TO ORDERING ANY IRRIGATION MATERIALS AND PROCEEDING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT SHOULD THE LOCATIONS BE FOUND DIFFERENT, THE CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ANY CHANGES AND ADDITIONS THAT MAY OCCUR TO THE SYSTEMS. 4. IRRIGATION MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL INSTALL EQUIPMENT IN PLANTING AREAS WHENEVER POSSIBLE. 5. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES, STRUCTURES, AND EXISTING IRRIGATION EQUIPMENT IN WORK AREA PRIOR TO START OF CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, CONTRACTOR SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR REQUIRED RE-LOCATIONS PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING IRRIGATION CONTROLLER HAS POWER AND SHALL ESTABLISH CONTINUITY IN ALL VALVE WIRES TO THE EXISTING REMOTE CONTROL VALVES. 7. Tl-IE CONTRACTOR SHALL INSTALL QUICK COUPLERS AND REMOTE CONTROL VALi/ES ADJACENT TO WALKS AND CURBS (12" MAX. FROM SUCH EDGES) IN PLANTING AREAS. IN NO CASE SHALL VALVES BE LOCATED IN PAVED AREAS, UNLESS APPROVED IN WRITING BY Tl-IE LANDSCAPE ARCHITECT. r·-·- M/L3.7 --· M/L3.7 -----~.-•--------·-.. ···-··· ---·-··--•·--· ---· ··--.,_,,_____ ,,. ______ , ·-.... . ' . • '. I -- --:: :-·-···l i-1-:~~~-:~~;~~~: :~~-~~-~~T_?~--~c~~:: ~:~:~:::~~-~::~i;:~~:::£T~;'.~.'.~---·-·····r·'"~t~~~+-·:~ i :::: _LRIGHT CORNE~-~TRIP --;--. ~-r"'--j .,,_,,. ~""'"'"·••'••-----= . ; =--=---==•---•-•---...---~L=-..... ~----· .. ~TI-~..--.• • · · : , . 8. ALL LATERAL END RUNS ARE 3/4" SIZE UNLESS INDICATED OTHERWISE. 9. ALL IRRIGATION LINES PASSING UNDER ROADS, THROUGH WALLS, STRUCTUHES, ETC. SHALL BE SLEEVED WITH PVC SCH 80 BELL-END PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BE SLEEVED, MINIMUM. i (D I TREE BUBBLER IN DEEP TUBE i HUNTER INDUSTRIES, RZWS-18-25-CV-R . . 40 0.25 ! IRRIGATION EQUIPMENT LEGEND SYMBOL ►◄ BV EB 0 I> -- DESCRIPTION 2" RECYCLED WATER METER 2" BACKFLOW PREVENTER ASSEMBLY 3/4" BACKFLOW PREVENTER ASSEMBLY AUTOMAflC IRRIGATION CONTROLLERS (2 -24 STA.) RAIN SENSOR MASTER VALVE FLOW SENSOR PRESSURE REGULATOR REMOTE CONTROL VALVE MANUFACTURER/MODEL SUPPLIED BY CMWD' FEBCO 825Y FEBC0825YA RAINMASTER 'EAGLE-i' # SA 17-RM3-24+24/5YR/FSFV-200P/PMR HUNTER RAIN-CLIK-SG-MC-BPSW SUPERIOR CONTROLS 3100 (2.5" NORMALLY OPEN) 2" FLOW SENSOR PROVIDED WITH CONTROLLER ASSEMBLY WILKINS 600 HLR RAINBIRD PGA SERIES REMOTE CONTROL VALVE & AGRIFIM MODEL II YSVS075WITH REGULATOR/FILTER ASSEMBLY SENN ING ER 30 PSI PRESET REGULATO MAINLINE ISOLATION VALVE NIBCO MODEL T-113-K MANIFOLD ISOLATION VALVE DURA T1-020W QUICK COUPLER ASSEMBLY AIR VACUUM RELIEF VALVE FLUSH VALVE ASSEMBLY DRIP OPERATION INDICATOR MAINLINE (PRESSURE) PIPE LATERAL LINE PIPE 518" POLETI-IYLENE INLINE DRIP TUBING PVC SLEEVE MASTER VALVE/ FLOW SENSOR CONTROL WIRE NELSON 7645 ACME THREADED 7641 VALVE KEY, 8810 HOSE SWIVEL TORO DL2000 SERIES /IYD-500-34 TORO DL2000 SERIES #FCH-H fORO DLMP9 PACIFIC WESTERN PIPE OR EQUAL, PURPLE PIPE PACIFIC WESTERN PIPE OR EQUAL, PURPLE PIPE TORO RGP-212-05-E, 5/8" PC PURPLE DRIP LINE, 0.5 GPH @ 12" O.C. PACIFIC WESTERN PIPE OR EQUAL, SCH 80, SCI-I 40 PURPLE PIPE ARIZONA ELECTRIC AEFll 9516-2SP 2-CONDUCTOR SHEILDED CABLE REMARKS EXISTING 2" WATER SERVICE & METER STUB-OUT IN RW METER BOX WITH LOCKING ENCLOSURE (SEE SPECIFICATIONS) CONNECT TO WATER FEATURE SUPPLY WALL MOUNTED OUTDOOR CONTROLLER ASSEMBLY WITH G-YEAR iCENTRAL SERVICE BY: JOHN DEERE GREENTECH (760) 781-1111 INSTALL ON ROOF PARAPET AND CONNECT CABLE TO CONTROLLER INSTALL DOWNSTREAM FROM BACKFLOW PREVENTER AND UPSTREAM FROM Fl.OW SENSOR SAME SIZE AS LINE. CONNECT 10 PIPE DIAMETERS MINIMUM DOWNSTREAM FROM MASTER CONTROL VALVE. ONE SIZE SMALLER THAN LINE AND MASTER VALVE. SIZE SAME SIZE AS LINE-SET PRESSURE REGULATOR TO 85 PSI INSTALL IN VALVE BOX (2 VALVES MAX. PER BOX) INSTALL FILTER/REGULATOR IN SEPARATE VALVE BOX BRONZE, SCREW-IN-BONNET, NON-RISING STEM, CROSS HANDLE, SOLID WEDGE, THREADED VALVE INSTALL IN VALVE BOX, INSTALL FOR LATERAL ISOLATION. ACME THREAD. PROVIDE (2) QUICK COUPLER KEYS WITH A BRASS HOSE BIB ASSEMBLY AND (2) COVER KEYS INSTALL AT THE HIGHEST POINT OF EACH INDIVIDUAL VALVE ZONE INSTALL AT THE HYDRAULIC CENTER POINT OF EACH INDIVIDUAL VALVE ZONE INSTALL AT THE FLUSH END OF SYSTEM CLASS 315 FOR PIPES 2" AND LARGER, SCH 40 FOR LINES 1-112" AND SMALLER CLASS 200 FOR ALL LATERAL LINES (NO 1/2" PIPE) FACTORY INSTALLED EMITTERS@ 12" O.C. SCH 80 UNDER ROADS, SCH 40 UNDER WALKS 2 X DIAMETER OF SLEEVED PIPE: 2" MINIMUM INSTALL IN DEDICATED 1-1/4" ELECTRICAL CONDUIT PACIFIC WESTERN OR EQUAL DETAIL CMWD' W-4 CMWD' W-20 BB/L3.9 A/ L3.7 Qi L3.8 Bi L3.7 C/ L3.7 Di L3.7 8/ L3.7 Bi L3.7 A/ L3.8 E/ L3.7 Fi L3.7 I/ L3.7 W/ L3.9 AA/ L3.9 ZJ L3.9 J&K/ L3.7 J&K/ L3.7 XI L3.9 K/3.7 Ji L3.7 N/L3.8 10. CONTHOL WIRES PASSING UNDER ROADS, THROUGH WALLS, STRUCTURES, ETC. SHALL BE INSTALLED IN PVC SCH 80 BELL-END ELECTRICAL CONDUIT SLEEVES AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE (2" SIZE MINIMUM) KEEP CONDUIT SEPARATE FROM WATER LINE SLEEVES. 11. EXACT LOCATION OF REMOTE CONTROL WIRING ROUTE, MAINLINE ROUTE, VALVES AND ALL OTHER MAJOR IRRIGATION EQUIPMENT SHALL BE SHOWN ON Tl-IE "AS-BUILT" DRAWINGS. SEE ALSO SPECIFICATIONS. 10' MIN (SEE NOTE 2) SEE KEY MAP FOR APPROXIMATE LOCATKJrl VALVE CALLOUT KEY TO ON•SITE IRRJGAflON SYSTEM RECYCLEDWArERi1ETER l LOCATED AT WHIPfAll LOOP, ro DISTRICT MAJNL~IE ~"A' ,,'----ii 1-CBJ ,_ CONTROLLER----... LEADER POINTS TO VALVE SYMBOL STATION NUMBER BACKFLOW PREVENTER· SEE CIVIL DWGS. SEE NOTE t PRESSURE REGULATOR NOTES· MASTER VALVE 1. coilTR,\CTOR SHALL SEr STUB-OUTS [QBE 12' l,llrU,BOVE EXISTING GRAPE. FLOW SENSOR Al ROTORS 21 1.5', 2. CONTRACTOR SHALL MAINTAIN 10-FEET MIN. SEPARATION Ar All TIMES DURING CONSTRUCTION. l. WHEN SITE IS APPROVED FOR RECYCLED WATER USE. CotlfRACTORSHAllPERFORM All FIE-IN CONNECflONS WITH DISTRICT INSPECflON PRESENT AT All flMES DURING TIE-IN WORK. VALVE DISCHARGE _ _J (GALLONS PER MINUTE) STATION HEAD TYPE VALVE SIZE 4. All UN-AUTHORIZEO CONNECflON ARE STRICTLY PROHIBlrEDPER OISCTRICT AND DEH Rl.'.ESAND REGULAHOOS. PRESSURE LOSS CALCULATIONS A. Record Site Information 1. Static pressure at water source (reclaimed main): 2. Elevation at water source (main): 3. Water meter (size): 4. Service line size (main to meter): 5. SelYice line type: 6. Distribution line size (meter to backflow prevention device): 7. Distribution line type: B. Calculate Static Pressure at the POC 8. Static pressure at water source (from line 1): 9. Elevation at water source (from line 2): 10. Elevation al the POC: 11. Net elevation change (positive or negative) source to POC: 12. Pressure change resulting from change in elevation (1 x 0.433) 13. Static pressure at POC (123.96 -0.43) C. Determine Design Capacity Factor 14. Pressure loss through the water meter Restriction PSI loss not to exceed 10% of available PSI at the source (from line 1) ~(? ........... PSI .A33_ _. FEET .... 2 ... INCH(ES) .... 2 ........... INCH(ES) .. K.C.\L. PIPE ... ?.. INCH(ES) Kc:u PIPE ........ .\HL ....... PSI .... A.'.J.'.J ..... FEET .... 434 ........... PSI --•.-+1 __ FEET ...... -0.43 ... PSI 94,57 ..... PSI 14a. Max PSI loss allowed Max GPMs allowed ... J:l.5 ...... ,. PSI 14b. 15. Volume through the water meter 16. Volume through the se1Yice line (main to meter) 17. Design Capacity , ___ 1JQ. __ GPM for PSI loss Not to exceed 75% of maximum safe flow. .. 120 _ . GPM of th6 meter. Velocity not to exceed 7 FPS (feet per second) ..... 61.L. GPM TOTAL PRESSURE LOSS AT "WORST CASE" HEAD -VALVE A1 AVAILABLE PRESSURE AT "WORST CASE" HEAD (94.57 PSI -43.54 PSI = ~'< SEE SHEET 32 FOR ADDITIONAL LEGEND INFORMATION 13. WHERE LOW HEAD DRAINAGE OCCURS THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE UNDER EACH SPRINKLER HEAD. THE ANTI-DRAIN VALVE WILL BE THE SAME DIAMETER SIZE AS THE RISER AND SHALL BE INTEGRATED INTO THE RISER ASSEMBLY. V,~LVE SHALL BE "HUNTER HCV', OR EQUAL. IN THE CASE OF HEADS WITH BUILT-IN ANTI-DRAIN VALVES, THE MANUFACTURER'S INTEGRATED CHECK VALVE SHALL BE USED. 14, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY SIMULTANEOUS AND ESSENTIAL WORK BY OTHERS ON THE SITE. CONTRACTORS SHALL COORDINATE THEIR OPERATIONS AND SHALL COOPERATE TO MINIMIZE INTERFERENCE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTING AND DIMENSIONING FROM FIXED OBJECTS, ON A RECORD FIELD SET OF DRAWINGS, THE LOCATIONS OF THE INSTALLED IRRIGATION SYSTEM COMPONENTS. WATER SOURCE 1. THE IRRIGATION POINT OF CONNECTION (P.O.C.) SHALL BE MADE BY THE CONTRACTOR AT A 2" RECYCLED WATER METER STUB-OUT IN PURPLE VALVE BOX MARKED "METER". 2. THE CONTRACTOR SHALL IN-STALL THE BACKFLOW PREVENTER BEFORE CONNECTING TO THE RECYCLED WATER METER. CONNECTION TO METER SHALL BE MADE AFTER ALL IRRIGATION WORK IS COMPLETE, IRRIGATION CONTROLLER IS POWERED, AND IN THE PRESENCE OF A REPRESENTATIVE FROM THE CARLSBAD MUNICIPAL WATER DISTRICT. 3. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE WITH A PRESSURE OF 50 PSI AT THE EXISTING SLOPE ROTORS. ALL OTHER EQUIPMENT UTILIZES PRESSURE MAINTAINING SPRINKLER BODY TECHNOLOGY AT A CONSTANT 40 PSI. SEE PRESSURE LOSS CALCULATIONS THIS SHEET. 4. THE CONTRACTOR SHALL VERIFY THE EXISTING WATER PRESSURE IN THE FIELD PRIOR TO PURCHASE OF ANY EQUIPMENT AND PERFORMING ANY INSTALLATIONS. IF THE PRESSURE IS NOT AS STATED ABOVE, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR INSTRUCTIONS BEFORE PROCEEDING. PROCUREMENT AND/OR INSTALLATION OF ANY IRRIGATION EQUIPMENT. PURCHASE AND INSTALLATION OF EQUIPMENT MADE WITHOUT VERIFICATION OF STATIC WATER PRESSURE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTROLS 1. SYSTEMS OF THIS PROJECT ARE TO BE CONTROLLED BY SOLID STATE IRRIGATION CONTROLLER WITH SPECIFIED OPTIONS. THE CONTRACTOR SHALL MAINTAIN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR PROPER GROUNDING, INSTALLATION AND USE. 2. CONTROLLER LOCATION IS SHOWN DIAGRAMMAT !CALLY. FIN,\L LOCATION TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. POWER FOR THE IRRIGATION CONTROLLER SHALL BE APPROXIMATELY WHERE SHOWN ON THE DRAWINGS, PER THE ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE IRRIGATION CONTROLLER. ELECTRICAL CONNECTION TO THE POWER SUPPLY SHALL BE MADE BY A LICENSED ELECTHICIAN. COLOR CODING: VALVE BOXES, SPRINKLERS, ROTATOR HEADS, DRIP IRRIGATION AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. DECAL ON RISERS WILL NOT BE ACCEPTED. 51 03 PSI L 3.6 LA LA. __ _ EXP.----DATE REVIEWED BY: INSPECTOR T NO SYMBOL CONTROL WIRE DIRECT BURIAL WIRE 14 GAUGE PILOT: 12 GAUGE COMMON WITH "PEN-TITE" EPOXY-FILLED OR "ORI-SPLICE DS100 W/DS EPOXY SEALANT" O&P/ L3.8 Lowest of these three values (Lines 14b, 15 and 16) Tola! Pressure and Non-Pressure Line Losses _J52l:L ... ...... 2.2\L __ _jc(i __ 1-------+-+----------+----+---+--1----1 ~ CITY OF CARLSBAD ~8 ~~==:....':::::==P::::LAN::::::N::l::::NG::::::::D:=EP:::::A:::R::TM:::E:::N:::T==~~,;;;;;;.;~ NO SYMBOL VALVE BOXES CARSON -GREEN RGI/: 16"x10", GATE, GLOBE, BALL I/ALVES: 8 3/4" DIA Fittings (15% of pipe loss): Control Valve: ''CMWD" = CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS: HTTP:/IWWW.CARLSBADCA.GOV/BUSINESS/BUILDING/DOCUMENTS/ENGSTANDVOL3CHAP4-1.PDF Gate Valve: Master Valve: Backflow Preventer: FOR BACKFLOW TESTER VISIT CMWD SITE AT: Water Meler: HTTP://CARLSBADCA.GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS/RECYCLEDWATERBACKFLOWTESTERLIST.PDF Loss or Gain due lo elevalion change 455' -433' = 22' x .433 : TOTAL PRESSURE LOSS UPSTREAM FROM LATERAL: 0 .07 .oo - J3,Q .. 1,a_ __ .... 28.28 1/16/18 NLJ\ 2 SOLAR PANf:L A.ODITJON TO SLOPE DATE INIOAL ENGINEER Or WORK REVISION DESCRIPTION DATE INITIAL O!HER Af'PROVAL LANDSCAPE IRRIGATION SCHEDULE & NOTES FOR: /SIS PHARMACEUTICALS I APPROVED: 11.;f{ ( =f< ~ L.,fr: <;,~fs;) Pl.ANNING 'r· -+. li'o rt-f' DWN BY: JS PROJECT NO, DRAWING NO. DATE INITIAL CHKD BY: JN CITY APPROVAL RVWO BY: PIP 09-02 467-4L 2 -... 6--- 1. CONTROLLERS. 2. STAINLESS STEEL WALL MOUNT ENCLOSURE. 16" F. G. 3. POWERED SWITCH/OF! RECEPTACLE. 5. 1" PVC CONOUI T FOR 120 VAG fROM METER£0 POWER SUPPLY AND FLOW SENSOR CABLE AEF 9516-2SP (IF APPLICABLE). 4. TERMINAL STRIP. 5. PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED. NOTES; 7. CONDUIT FOR MIN SENSOR ATTACHED ro WALL (OPTION). a. WALL. A. CONTRACTOR SHALL FALLOW MANUFACTURERS INSTRUCTIONS FOR MOUNTING & GROUNDING. IRRIGATION CONTROLLER-OUTDOOR WALL-MOUNT SECTION F.G. --:m_ = 6 --------lff@FH! "/---~ 1 9 1. GATE VALVE OR BALL VALVE. 2. VALVE BOX WIEXTENSIONSAS NEEDED. 3. BRASS UNION WI BRASS NIPPLE. 4. BRICK OR BLOCK SUPPORTS. 5. PEA GRAVEL SUMP 3" DEEP. 6. PVC SCH 80 NIPPLE (T.O.E.) NOTE: 2 1 3 10 7. PVC SCH 80 FEMALE ADAPTER (DEEP SOCKET). 8. PVC PRESSURE MAIN (TYP). Mor TO SCALE 9. PVC SCH 80 45 DEGREE ELLS (TYP.) 10.AT FINISH GRADE IN TURF, 1" IN SHRUB AREA 11. UNDISTURBED OR COMPACTED SUBGRADE. A. VALVES UP TO 3" DIA. SHALL HAVE MALLEABLE IRON TEE HANDLES, VALVES LARGER THAN 3' SHALL HAVE SQUARE OPERATING NUTS. 6. {4) 45 DEGREE PVC ELBOW FITTINGS SHALL BE USED TO RAISE BALL/GATE VALVE TO WITHIN 12" OF FINISH GRADE. C. RECYCLED WATER WARNING TAG IF REQUIRED MANIFOLD ISOLATION VALVE Nor ro SCALE 4 . q • • 7--~ 1. REMOVE AND REPLACE 3" ASPHALT 4. CLEAN PLASTER SAND. 5. PRESSURE MAIN LINE WI SLEEVE. 18" B/C --~ F.G. Li 5 -------;+----, 6------t-l--, 3 12 2 -r 4 13!' MCV 12" RCV 9 8 1. REMOTE OR MASTER CONTOL VALVE. 7. PVC PRESSURE PIPE. 2. WATERPROOF WIRE SPLICE. 3. VALVE BOX. 4. CONTROL WIRES; BUNDLE ANO TAPE (WI 4 FEET MIN. EXTRA WIRE). 5. PVC SCH 80 NIPPLE (TOE) L.A.R. 6. PVC SCH 40 45' ELL (TYP 4X). NOTES: 8. PVC NON-PRESSURE PIPE FOf{ RCV, PVC PRESSURE PIPE FOi! MCV. 9. BRICK OR CONCRETE SUPPORTS. 10. PEA GRAVEL SUMP, 3" DEEP MIN. 11. UNDIS fURBEO/ COMPACTED SUBGRADE. 12. FLUSH IN TURF, 1" IN GROUNDCOVER. A. VALVE BOX LIO SHALL BE BRANDED ro IDENTIFY VALVE. B. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION I.D. (OAE) TAG ATTACHED TO VALVE BONNET BOLT. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. C. RECYCLED WATER WARNING TAG, IF REQUIRED REMOTE & MASTER CONTROL VALVE SECflON NOT TO SCALE • • 1211 --1( 1. JUMBO RECTANGIJlJ\H VALVE BOX 20"x14". MAX 4 VALVES PER VALVE BOX. 2. STANDARD RECTANGULAR VALVE BOX 17"x12". MAX l VALVES PER VALVE BOX. 3. ROUND VALVE BOX 10" DIA MAX 1 VALVE PER VALVE BOX 4. PVC PRESSURE PIPE· "'AINLINE 5. PVC PRESSURE PlPE· MANIFOLD. 6. PVC NON-PRESSURE PIPE-LATERAL. NOIES; 12'' 7, PVC SCH ao TEE·SSS OR EL-SS ON MAINLINE. 8. PVC SCH 80 TEE-SSS OR EL-SS ON MANIFOLD 9. EDGE OF AHEA. CURB WALK OR WALL 10. RCV ASSEMBLY WITH DURA Mr'\NlFOLD Fl TTINGS· SEE OTHER DETAILS. 11. RCV MANIFOLD ISOLATION VALVE- WITH "00 NOT DRlf\lK~ TAG ON UD. A. CON fROL VALVES SHALL BE INSTALLED ro ALLOW ORDERLY ARAANGEMENT OF VALVE BOXES. B. LOCATE VALVE ASSEMBLES !N SHRUB OR GROUNDCOVERAREAS WHEN POSSIBLE. C. LOCATION OF VALVE ASSE.M8UES SHALL BE STAKED FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 0. CEN fER VALVE BOXES OVER VALVE ASSEMBLY ro FACILITATE ACCESS ANO MAINTENANCE. E. SET VALVE BOXES AT EQIJAL ELEVATIONS WITH TOP Ar FINISH GRADE IN TIJRF AREAS OR ABOVE FIN!SH GRADE IN SHRUB/GHOUNOCOVER AREAS. F. VALVE BOXES SHALL BE SET PARALLEL ro EACll OTHER AND PERPE.NDICULAR TO EDGE OF AREA. G. 00 NOT DEFORM OR COLLAPSE VALVE BOX BY EXCESSIVE SOIL COMPACTION AROUND VALVE BOX. H. SEE ALSO INDlVIDUAL VALVE DETAILS. VALVE MANIFOLD AND VALVE BOX ORIENTATION PLAN Nor ro SCALE 11-rr-:::n1 ~1---= ~1 ~ l;:;:j [ fi=ili I 9 10 8 5 PIPE DIAMETER MIN. 1. FLOW SENSOR 2. COMMUNICATION WIRE (COIL WI 4" EXTRA 13 ,-J,-, 8 10 PIPE DIAMETERS MIN. 6 WIRE). 8. REQUIRED DISTANCE FROM ANY FITTING OR 3. WATER PROOF CONNECTORS. HARDWARE. 4. BRANDED 17" X 18" VALVE BOX WITH 9. REDUCING FITTING OR HARDWARE. EXTENSION. 10. PVC PRESSURE MAIN. 5. BRICK OR BLOCK SUPPORTS. 1"I. AT FINISH GRADE IN TURF; 1" IN SHRUB AREA. 6. PEA GRAVEL SUMP 3" DEEP. 12. UNDISTURBED OR COMPACTED SUBGRADE. 7. PVC PRESSURE MAIN SIZED EQUAL TO 13. TWO (2) CONDUCTOR, SHEILD ED CABLE (AEF SENSOR FOR REQUIRED LENGTH. 9516-2SP OAE) CONNECT TO TRANSMITTER NOTE: A. FOLLOW MANUFACTURERS DIRECTIONS FOR CORRECT INSTALLATION. B. NO SIZE OR DIRECTION CHANGE WITHIN 10x PIPE DIAMETER UPSTREAM ANO 5x PIPE DIAMETER DOWNSTREAM OF SENSOR. C. RECYCLED WATER WARNING TAG IF REQUIRED. NO[ TO SCALE -=AFc:::G,__ I ~'lll\rfIT !h-1 ---------;ii-'-" ~" 6/fl. 2 II -J 5 A 11B 4 -6/D 1e.--- 1-150 MESH FILTER 2-PRESSURE REGULAfOR 3-DURA 329-011 WI08303-131M 4-DURA 329-011 WITH 1 'x3/4" MXT BUSHING 5-DUf<A 329-010 WI 08303-131 AND 08303-131 W/ 1"x3/4" MXT BUSHING NOTE: I 6"/B I 6-17"x18" VALVE BOX 311 =lfl 7-PVC NON-PRESSURE PIPE· I" MIN. 12" 8-FLUSH IN TURF. 1" IN GROUND COVER. 9-BRICK SUPPORT -1 AT EACH CORNER 10-UNDSTURBED OR COMPACTED SUBGRADE I J. PEA GRAVEL SUMP 3" DEEP. A. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION I.D. TAG. ATTACH TAG WITH PLASTIC TIE TO FILTER INLEI. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. INCLUDE R.W. WARNING B. ARRANGE FILTER FOR DISASSEMBLY & MAINTENENCE ACCESS. C. AGRIFIM MODEL# YSVS075 WITH 150 MESH ST. STL. SCREEN INSERT. o. VALVE aox TO BE PURPLE COLOR E. FOR FLOWS TO 4 G.P.M. USE 3/4" PMR-20LF, 5-10 G.P.M. USE 3/4" PNR-20MF; FLOWS 10-32 GPM USE 1-1/2" PRE-20-HF. PRESET PRESSURE REGULATOR WITH FILTER SECflON -FOR DRIP IRRIGATION NOTTO SCALE 6 12" MIN. :ITT'-'-' .,,-'=- ~ID - ~I NOTES; 8 2 1 14 Lmti•=•• =111=111 . 1' -;-·-·-u~I I 1'.1 -I II 11 1 • 3 Tl! II I . 11 12 8JJru 6 0¢ I "o z "o -5 ;;; 5 -,, a -T-1--I -----rn -. ,-. 11 9 10 1. PRESSURE REGULATOR 2. SHORT PVC SCH. 80 NIPPLE (LENGTH AS REQ'D)(TYP) 3. PVC SCH 40 45 ELL (SxS) (TYPICAL) 4. VALVE BOX (SEE SPECS.) 5. PI/C SCH 40 FEMALE ADAPTER (TYP) 6. PVC PRESSURE PIPE (TYP) (SEE SPECS.) 7. 12" MAXIMUM 8. FINISH GRADE IN TURF, 1" IN GROUNDCOVER 9. 1 CU. FT. (MIN) PEA GRAVEL SUMP 10. COMPACTED SUBGRADE 11. BRICK OR CONCRETE SUPPORTS ON COMPACTED SUBGRADE (ONE PER SIDE OF BOX) 12. SEE SPECS. FOR DEPTH -J. GATE VALVE. 2. VALVE BOX W/ BOX EXTENSIONS AS NEEDED. 3. BRASS UNION WI BRASS NIPPLE. 4. BRICK OR BLOCK SUPPORTS. 5. PEA GRAVEL SUMP 3" DEEP. 6. PVC SCH 80 NIPPLE NOTES; 7. PVC SCH 80 FEMALE ADAPTER (DEEP SOCKET). 6. PVC PRESSURE MAIN (TYP). 9. PVC SCH 80 45 DEGREE ELLS (TYP.) 10. AT FINISH GRADE IN TURF, 1" IN SHRUB AREA. 11. UNDISTURBED OR COMPACTED SUBGRADE. A. VALVES UP TO 3" DIA. SHALL HAVE BRONZE HANO WHEEL, VALVES LARGER THAN 3" SrlALL HAVE SQUARE OPERATING NUTS. B. 4-45' PVC ELBOW FITTINGS SHALL BE USED TO RAISE BALUGATE VALVE TO WITHIN 12"0F FINISH GRADE. C. RECYCLED WATER WARNING TAG, IF REQUIRED. PRESSURE REGULATING VALVE ISOLATION VALVE FOR MAIN LINE SECTION 5 If~ 111= 13 =Ill 16 __J 8 Ill 3 1 =Ill= 11 __ 111 6 1. QUICK COUPLING VALVE WITH ACME THREAD KEY • PURPLE CAP 2. QUICK COUPLING KEY W/ SWIVEL HOSE ELL 3. RED BRASS NIPPLE (LENGTH AS REQ'D) 4. 2" FROM LID BOTTOM 5. CONCRETE CURB OR EDGE(WHERE OCCURS) 6. THREADED RED BRASS ELL 7. 1 CU. FT. CONCRETE FOOTING ON COMPACTED SU8GRADE 8. RED BRASS RISER (LENGTH AS REQ'O) NOT TO SCALE 15 f c:Pa.o90~°o' ilOOo~o:1000 =111 > .ill.- Ill =Ill iif s = lllr-:;-,~-10 9. PVC PRESSURE PIPE 10. PVC SCH 40 COUPLING (SxT) 11. UNDIS flJR8ED COMPACTED SUBGRADE 12. THREADED BRASS COUPLING 13. 10" VALVE BOX W/ LID SET FLUSH WITH PAVING SURFACE -PURPLE COLOR 14. 1 CU FT PEA GRAVEL SUMP 15. PAVING/PLANTING SURFACE 16. BRICK/CONCRETE SUPPORTS (ONE ON EACH CORNER/SIDE) NOTE; QIJICK COUPLEf{ VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLING VALVE SECTION NOT TO SCALE SECTION NOi fO SCALE 7 l F.G. 8 10 4/B 1 5 - 10 2 3 9 5-UNDISTURBED SOIL 6/A 1-PVC NON-PRESSURE PIPE 2-PVC PRESSURE PIPE 3· CON fROL WIRE BUNDLE 4-APPROVED BACKFILL 6-IMPROVED BACKFILL WHERE REQUIRED 7-MINIMUM DISTANCE FROM HARDSCAPE 8-POLYETHYLENE TUBING NOTE: 9-FLOW SENSOR CABLE IN CONOUI f (WHERE OCCURS) 10· RW WARNING TAPE A TRENCH BOTTOM TO BE FIRM, STABLE AND SMOOTH TO SUPPORT PIPE EVE.NLY. SUrfABLE BEDDING BACKFILL MAY BE NEEDED TO PROVIDE THIS REQUIREMENT. 8. THERE SHALL BE NOS TONES OR OTHER HARD OBJECTS LARGER fHAN 112" DIAMETER. C. PIPE A~JD WIRE TO BE INSTALLED IN SLEEVES UNDER ALL PAVING AND EXTEND 12" PAST EOGE OF PAVING. SLEEVES ro BE: 30~TO 36~ COVE.R UNDER ROADS ANO DRIVES 18" TO 24" COVER UNDER WALKS D. PIPE SHALL BE PURPLE IN COLOR Q) TRENCHING J r--SE_C_T-IO_N __________________ _ NOT ro SCALE L 3. 7 ---N LA APPROVED FOR IRRIGATION -- NltRI LAN.03CA?e: ARCHtTe:CTUIII!; AND PLANTING ONLY, 928 HOn«ou:;."lo ~rn£Er, svrra I# 3 INCLUDING PRECISE SM □JE.CO, CA 92.10\J a!Sa/27,1.3222 WWW.NERJJ..;0...GOM \.~NOSC,4p€° LOCATION OF PLANTING ,y ~ t:J t.~5 P. "le-, 1lQ. !,, _,;, 0 ~ AREA ,gflR!~tl (J 1:,piru ~/ ..10/ll ❖ .,. ,"' .-':, Ir{ A 531." , ,, ;-.f o'.{;- OF CA\..\~ L.A. EXP. DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 0 PLANNING DEPARTMENT 48 LANDSCAPE IRRIGATION DETAllS F'OR: 2. 00% CLEAN BACKFILL AS REQUIRED (REFER TO ENGINEER FOR SPECIFIC MATERIAL AND COMPACTION REQUIREMENTS. 6. LOW VOLTAGE CONTROL WIRES, SLEEVE SIZE AS REQUIRED. 7. LAfERAL LINE WITH SLEEVE. 1. ALL PRESSURE PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS UNLESS OTHERWISE NOTED OR DETAILED. 2. THE PORfLAND CEMENT USED FOR CONCRETE THRUST BLOCKS SHALL BE 420-C-2000 CEMENT. 1. POP-UP SPRAY HEAD. 2. SWING JOINT ASSEMBLY (3 MARLEX ST ELLS, I SCH 80 NIPPLE). 5. AT FINISH GRADE IN TURF; 1" IN SHRUB AREA. /SIS PHARMACEUTICALS 3. SOIL SEPARATOR. NOTES: 8. RW WARNING TAPE· TWO PLACES (TOP OF PIPE AND 12'' ABOVE PIPE) A. ALL SLEEVES UNDER WALKWAYS TO BE PVC SCH 40 PIPE, ALL SLEEVES UMDER ROADS TO BE PVC SCH 80 PIPE. B. ALL SLEEVES TO BE SIZED TWICE THE DIA. OF THE PIPE (2" MIN.) C. ALL SLEEVES TO RUN A MIN. OF 12" BEYOND HARDSCAPE EDGES. ,,,..K----._ 1-_TR_E_N_C_H_I_NG_U_N_D_ER_P_AV_I_N_G _______ _ SECTION NOT TO SCALE R VISEO: 1 1 Oil 3. FOLLOW DIRECTION INDICATED BY ARHOW. 4. ALL CHANGES IN DIRECTION OF PIPE SHALL HAVE CONCRETE THRUST BLOCK. THRUST BLOCKS FOR PRESSURE PIPING PLAN >!OT TO SCALE 6. 12" 3. PVC SCH 40 TEE (SST) OR EL (ST). 4. PVC NON-PRESSURE LAfERAL. NOTES: A. R.W. WARNING CAP REQUIRED. @ POP-UP SPRAY HEAD SECTION NOTTO SCALE 1/16/18 NLA DATE INITIAL ENGINEER Of WORK I APPROVED: 11'-J ( C-r-E:) \,dt 'j.i?, l-s> PLANNING I?,\ !:'Al A'"' ,.,, .• ,i::;, ,,... ...... ◊! .-.~ .. '-l---+-,a.. -OWN BY: JS PROJECT NO. DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY: JN REVISION DESCRIPTION Oll-lER N'PROVAL CITY APPROVAL RI/WD BY: PIP 09-02 467-4L L 2 I 5 F .. 3 · .. 9-· ...... I 1 3 4 L 2 MASONRY---,- INSTALL RAIN SENSOR BELOW FLASHING (IF APPLICABLE} HUNTER RAIN·CLIK [OAE) STREET SURFACE--~ GRATED CAP----~ BUBBLER------ CHECK VALVE---~ (USE APPROVED WIRE CONNECTOR-THIS STYLE} WALL PER ARCHITECT'S DRAWINGS .J.n=r<li:'.:'.: 42" FINISH GRADE------~r5;~1\F:J_- ROOT INTRUSION ______ __,1'-1==+-'I BARRIER SWING JOINT----... LATERAL TEE OR ELL LATERAL PIPE 1. PLUG. 2. CRIMP SLEEVE. 3. BODY. 4. WIRES. ASSEMBLY INSTRUCTIONS A. INSERT WIRES THROUGH HOLES IN BASE OF BODY. B. JOIN WIRES TOGETHER AND APPLY CRIMP SLEEVE. C. DRAW WIRES BACK INTO BODY. D. FILL CAP TO BRIM WITH SEALANT AND ALSO APPLY SEALER TO OUTSIDE OF PLUG. E. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. F. BE CERTAIN SEALANT HAS FORMED INTO ALL HOLES IN BODY. G. SEALANT MUST BE VISIBLE OUTSIDE OF PLUG TO PASS INSPECTION. 1. ELECTRICAL CONDUIT· 2X WIRE BUNDLE DIAMETER. 2. CONTROL WIRE. 3. WATER PROOF WIRE CONNECTORS OR EXPANSION LOOPS (LABEL WIRES WITH CONTROLLER AND STATION #}. 4. 18" MINIMUM (SEE SPECS. AND TRENCH DETAIL). NOTE: 5. FLUSH IN TURF: 1" IN GROUND COVER. 6. BRICK SUPPORT (1-EA CORNER) 7. 3" DEEP PEA GRAVEL SUMP. 8. UNDISTURBED OR COMPACTED SUB-GRADE. 9. 12" x 18" VALVE BOX W/ EXTENSION. A. TO BE INSTALLED AT ENDS OF ALL WIRE SLEEVES RUNNING 20 FT. AND LONGER. NOTE: 1. VERIFY RAIN SENSOR LOCATION IS UNOBSTRUCTED FROM RAIN FALL. 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. NOTE: MINIMUM REQUIRED VERTICAL SEPARATION--------< 12" RECLAIMED WATER IRRIGATION MAINLINE -~ IN SLEEVE All RECLAIMED WArER IRRIGATION PIPE AND SLEEVES SH/Ill BE PURPLE IN COLOR AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT' RULES AND REGULATIONS FOR CONS fRUCTION Of RECLAIMED WATER MAINS, OCTOBER 1993 ® TREE BUBBLER N ~---- NOT TO SCALE @ WIRE CONNECTORS SECTION NOT TO SCALE ®f--'-'W'-'-'IR...ccE.c...P'-U.C...L=Lc..cBc..cO..c..X __________ _ SECTION NOT TO SCALE @ RAIN SENSOR Q e----------SECTION NOT TO SCALE ® POTABLE SERVICE LINE CROSSING SECTION -NO SCALE MAlNLINE BALL VALVE WITH 1 / 4" FEMALE THREAD PVC SCH. 40 SOLVENT WELD FITflNGS 3/8" DIA PEA GRAVEL SUMP (MIN. 1/2 CU. FT.) BRICK SUPPORTS ON COMPACTED UNDISTURBED SUBGRADE (MIN. OF FOUR PER BOX) © PURPLE COLOR VALVE BOX AND LID (SEE SPECIFICATIONS) 0 PRESSURE REGULATING VALVE RECYCLED WATER IRRIGATION CROSS CONNECTION TEST STATION SEC110N -NO SCALE j ln Ord;y lo C01 RECYC WATE BLACK LETTERS, 2" HIGH .032 ALUMINUM PURPLE BACKGROUND BLACK LOGO (2) 3/8" X 4 1/2" GALV. CARRIAGE BOLTS WITH NUT AND WASHER* BLACK LETTERS, 1 " HIGH 4"x4" DIRECT BURIAL TREArED FIR POST PER CITY OF CARLSBAD STANDARD DWG. M-9 3/4" CRUSHED ROCK, 3" DEEP • DRILL AND BOLT THROUGH "O" IN "CONSERVE" AND CENTER OF CIRCLE. DEFORM END THREADS AFTER TIGHTENING r-r'\T 'DO NOT DRINK' SIGN ~ SECTION -NO SCALE SIDEWALK CURB 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE NOTE: RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE 24" VERTICAL CLEARANCE OF 1 2" MINIMUM IS MANDAfORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WArER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 O' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. RECYCLED WATER MAINLINE CROSSING POTABLE WITHIN R.0.W. 12" MINIMUM Pl.AN VIEW PROFILE r£sr I MASJ~ H FLOW STl\liON l~_•_,c_"~ Sr.ttSOR POC SEQUENCE SECTION -NO SCALE ® CHECK VALVE INSTALLATION . .. N LA CD ® ® © ® © (j) ® I METER ASSEMBLY TYPE K COPPER PIPE WYE STRAINER BRASS CHECK VALVE SCREWED BRASS UNION 1/2" BRASS BALL VALVE METER BOX WITH LID -PURPLE COLOR 1 0"x20" 3/8" CRUSHED ROCK, 4" -6" DEEP L 3.8 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. __ _ EXP. ___ _ DATE RE'v1EWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 48 f----+--+-------------------1------t----l ~ PLANNING DEPARruENT r.LAN=o=s~cAP=E:=::rn=R=IG~A=:TI::o::=N:=::=oE=·r~Al::LS=:=FO=:R:~-==t:ii:O:~I /SIS PHARMACEUTICALS I APPROVED: 11~:k ( C.1, (::.H.oft 't ~. fp I ~====~====:=:===========================:====~====::===~====: .PLANNING 1 . & SOLAR PANEL ADDITION TO SLOPE ,+ ·-+.,so tte ~D::::1//N;=:;B;:Y;::: =::;J:;:S =:-;:::==P=R=o=JE=c=T=N=o=.=:::;-;=o=RA=Wl=NG=N=!O. DAT!:' INITIAL DATE INITIAL CHKD BY: ,JN OTIIER Af'PROVAL CITY APPROVAL RY'M) BY: PIP 09-·02 467-4L 1116118 "' A DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 2 1. 1" ASOVS FINISH GAADE, 2. NATIVE 601~ PER SPECIFICATIONS. 3. FINISH GRADE, 4. TORO DL2000AIIWACUUM REllEF VAWE (Y0•500•34). I I~"'-'-'-';._--<© l---\J~P!----<1 7. 1/Z' SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). 8. SRICK SUPPORT$ (2 COMMON BRICKS REQIJIREO). 9. PEA GRAVEL SUMP(~· DEEP). 10. PVC ELL (SxD WITH f/Z' fHRSAOEO OUTLl:T. 1. PVC LATERAL LIN€ FROM 1. PVG AIR RELIEF /v'J\NlfOLO. DRIP VALV6 ASSEMBLY. a. PERIMETER LATERALS 4" 2. PVC SUPPl. Y MANIFOLD. FROM EDGE. 3. TORO DL2000 MANlfOLD• TO·EL80W COhNEGflON (HP). 4. TORO OL2000 DRIPLINE LATERAL. 6. TORO OL2000 AIRNACUUM REI.IE~ VALVe (YD-ii00-34) PLUMBED TO PVC AIRNACUUM RELIEF MANlfOlD AT EACH HIGH POINT. 6. rRIANOULAR EMITTER SPACING 9. AREA PERIMETER. 10. TORO OL2000 OPERATION INOICArOR (0L•MP9) 11. TORO DL2000 AUTOMATIC fLUSH VALVS (fCH·H·FIPT) PLUMBED TO FLUSH MANIFOLD Ar LOW POINT. .,---11 a 5. 112" PVC COUPUNG (Txf). 6. 6'' ROUND PLASTIC VALVE eox. HEATSAAND''AR"ON I 1. PVC PIPING. l. .... ·-· ......... . ~ .............. ~ LIO IN 1" HIGH CHARACTERS. '----{10 PURPLE COLOR NO!ES: NOTES: 1. THE TOTAL LENGTH OF ALL INT1:RCONNeCTEO DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH tiJseoNE AIRiREUEF VALVE FOR eVERY I GPM PBR ZONE. DRIP· AIRNACUUM RELIEF VALVE ON PVC ELL SECTION NOT ro SCALE ® ~~IP~ END FEED LAYOUT NOT TO SCALE 1-~ NOTE: ll I• REDUCED PRESSURE TYPE aAC!iFLOW PREVEtlTIOM DEVICE ASSEMBLY. 2• Y' STRAIMER WI 20 MESH INSERT ~. BRAS~ ELL'S (REDUCING IF NECE.$SARY). 4• 6RASa BALL/RELIEF VALVI: ,.,+...---'-•.;;;8RA;,;,:,.SS NIPPLES (NO CLOSE ES). 6•6RASS BALL VALVE 1• AOAPTER(DEEP SOCKET)◊ SERVICE. ~-CONCRETE FOOTING (1 CU. .) ~-BRAS3, TYPE K COPPER FR M POTABLE SUPPLY. ~-PVC SUPPLY LINEiO WATE FEATURE. II• UNDISTURBED OR COMPACl D SUBGRAOE. A BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL 8e INSTALLED JN ACCORDANCE TO GOVERNING CODES AND ORDINANCE, B. WRAP SIJSSURFACE SRA$$ PIPING WITH 10 MILL UPC PIPE WRAP. 88 s~!!ER FEATURE BACKFLOW PREVENTER NorroscALe ~--v-v-~ rr" 2 5 A 1/B 4 -6/D FLOW 11 I I 6"/B I 12" 10-----~II =lTI I I =I I= Ell-11311 _ 1811 311311 1-150 MESH FILTER 2·· PRESSURE REGULATOR 3-DURA 329-011 W/ 08303·13·1M 4-DURA 329-011 WITH 1"x3/4" MXT BUSHING 5-DURA 329-010 W/ 08303-·131 AND 08303-131 W/ 1"x3/4" MXT BUSHING NOTE: 6-17"x18" VALVE BOX 7-PVC NON-PRESSURE PIPE-1" MIN. 8-FLUSH IN TURF. ·I" IN GROUND COVER. 9-BRICK SUPPORT -1 AT EACH CORNER 10-UNDSTURBED OR COMPACTED SUBGRADE 11-PEA GRAVEL SUMP 3" DEEP. A. CONTRACTOR SHALL INCLUDE A CHRISTY'S IRRIGATION 1.0. TAG. ATTACH TAG WITH PLASTIC TIE TO FILTER INLET. TAG SHALL INDICATE CONTROLLER AND STATION NUMBER. INCLUDE R.W. WARNING B. ARRANGE FILTER FOR DISASSEMBLY & MAINTENE~ICE ACCESS. C. AGRIF!M MODEL# YSVS075 WITH 150 MESH ST. STL. SCREEN INSERT. D. VALVE BOX TO BE PURPLE COLOR E. FOR FLOWS TO 4 G.P.M. USE 314" PMR-20LF, 5-10 G.P.M. USE 3/4" PNR-20MF; FLOWS 10-32 GPM USE 1-1/2" PRE-20-HF. 1. rlNISH GRADE. 2. DRIPLINE LATERAL. J. TORO LOC-EZE ELL (fEi:16). 4. TORO BLIJE SITTIPE POl Y TU8iNG (EH01645-XXX), 5. TORO LOC•EZ!: X 112' MPT ADAPTER (FAM16). 6, PVC TEE (SxSxT) WITH 112" FPTOUTLET. /. NATIVE SOIL BACKFILL PER 1P6CIFICA TIONS. 9. DEPTH OF PVC MANIFO!.D PER SPECIFICATIONS. DRIP · MANIFOLD ELL CONNECTION SECTION NOT TO SCALI: ~l I l I I I ·11 I 111 11 11 II 11111111,1 -:1111111 ! 1 1. FINISH GRADE. 2. NATIVESOILBACKFILLPER 111-111 SPECIFICATIONS. -11 ! . ·1 3. TORO OL2000 DRIPL~E 4. TORO OL2000 OPERATION INDICATOR (Dl·MP9). USE ONE PER ZONE AND LOCATED AT FL\!$H ENO OF ZONI!. 5. 2'·3'' AOOVE FINISH GRADE. 6. 4" 1_~1111 I ITT {1 11 111 11 . ' ii 11rr -1 I I l.;:-;,;I DRlP -OPERATION INDICATOR eecnoN ~------------'CD ----------12 I -I--, --111--111 "~------,d]1--II I 111 . ~111 111 ~~ @ 11 111 111 111r,,111 ~~I -----{ -=111==11 j.;::;;';.W I--1,~•"-'-r. ,_· ~-n I 111 I -. I 111 11 , ...s:W~i.,\~__,, _.____..,. h. --,....._--1 CRITICAL ANALYSIS NOTTO $CALE -=I I I 11 -. · . ; · · '.: 1-• • ~u =- 1 i== I •. . ' . --.: -· ==i I Generated: 2018-02-08 08;57 =I I 1 '---__J_j____ _ ___j 7 -1 I 1-· . ., ,_I_, I I-' '-I I 1-1 ' ,_ . . ' 1-1 I 1-1--1-----1 8 CD 1 O" ROUND VALVE BOX (SEE SPECS) (DO NOT CUT ADDITIONAL HOLES !NTO BOX) @ FINISH SURFACE f<\ SPRING CHECK VALVE (LINE SIZE) \;::!.) (SEE LEGEND) IA\ SLIP X 1IAIPT SCH. 40 PVC ADAPTER \2) (2 REQUIRED) ® SLIP X SLIP 45 DEGREE ELL (4 REQUIRED) ® LATERAL LINE (REFER TO PLAN FOR SIZE). (j) INSTALL FILTER FABRIC AROUND GRAVEL SUMP. ® 3/4" GRAVEL SUMP IN, UNDER. AND AROUND VALVE BOX. FILL TO TOP OF VALVE BOX HOLES. @IN LINE SPRING CHECK VALVE DD NOT TO SCALE SECTION P.O.C. NUMBER 01 Water Source Information; FLOW AVAILABLE Water Meter Size: 2" Flow Available; 70.55 gpm PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Friction Loss; Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: 95.00 psi 5.00 ft 2" 20.00 ft 92.00 psi 41.52 gpm 70.55 gpm 28.93 gpm 7 ADDITIONAL IRRIGATION EQUIPMENT LEGEND AT SOLAR PANELS IRRIGATION HEAD SCHEDULE AT SOLAR SLOPE Loss for Main Line: Loss for POC to Valve Elevation: 40.00 psi 5.23 psi 0.52 psi 13.42 psi 2.29 psi 61.46 psi 0.51 psi 5.05 psi 9.96 psi 9.69 psi 0.55 psi 1.34 psi 88.56 psi 92.00 psi 3.44 psi SYMBOL CD DESCRIPTION AIR VACUUM RELIEF VALVE FLUSH VALVE ASSEMBLY MANUFACTURER/MODEL REMARKS RAINBIRD ARV050 INSTALL AT THE HIGHEST POINT OF EACH INDIVIDUAL VALVE ZONE TORO DL2000 SERIES #FCH-1-1 INSTALL AT THEHYDRAUUC CENTER POINT OF EACH INDIVIDUAL VALVE DRIP OPERATION INDICATOR RAINBIRD OPERIND INSTALL AT THE FLUSH END OF SYSTEM DETAIL SYMBOL MANUFACTURER/MODEL QTY WI L3.9 3 AA/ L3.9 158 1 Z/ L3.9 12 ARC PSI GPM 210-270 40 0.63 90-2·10 40 0.42 360 40 0.84 90-210 40 1.10 RADIUS 11' 11' 11' 16' DETAIL M/L3.7 M/L3.7 M/L3.7 M/L3.7 Loss for Backflow: Loss for Master Vaive: l.oss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: ., : '· ;·. ,,I, ,.,. I , : -1 I J 1. 1" ABOVE FINISH GRADE. 2. NATIVE 80ILPER SPECIFICATIONS. J. FINISH GRAD€. 4. TORO DL2000 FLUSH VALVE (fCH•M-FIPn. 5. 6'' ROUND PLASTIC VAJ..VE 6. 314' SCH 80 PVC NIPPLS (LENGrJ-1 ASREQ\IIREO). 7. BRICK SUPPCliTS (2 COMMON BRICKS REQUIRED). 8. PEA GRAVEL SUMP (6" x 18"). 9. PVC ELL(SXD WITH:lJ4' THREADED ou·n.cr, BOX. HEATSRPNO"FV"ON 10. PVCPIPINQ. LID IN 1" HIGH CHARAC'rERS. NOTES: 1. USE ONE FLUSH VALVE FOR EVERY I GPM PER ZONfl. LOCATE AT LOW POINTS. LA FLUSH PRESSURE IS 2 PSI. f\.\.1$H RATE IS 0.8 OPM. FLUSH VALVE ON PVC ELL SECTION NOTTOSCALS L 3.9 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA LA. __ _ EXP,----OATE'. RE\1£WED BY: INSPECTOR 0 ~ CITY OF CAR BAD SH£ETS . . ., . ·• ~ @ @) @ @ @ @ HUNTER MP1000 PROS-12-PRS40-CV-H HUNTER MP1000 PROS-12-PRS40-CV-R HUNTER MP1000 PROS-12-PRS40-CV-R HUNTER MP2000 PROS-12-PRS40-CV-R HUNTER MP2000 PROS-12-PRS40-CV-R HUNTER MPBOOSR PROS-12-PRS40-CV-R HUNTER MP CORNER PROS-12-PRS40-CV-R HUNTER MP STRIP PROS-12-PRS40-CV-R 2 360 40 1.48 16' M/L3.7 l----+---+--------------1------le----1----J----l ~ PLANNING OEPARThlENT I 48 ~::::::::..===:::::::::::::=::=::::::::::::::::::::::::=:=::i,==~ J z SUB SURFACE DRIP AT SOLAR SLOPE REMOTE CONTROL VALVE CHECK VALVE RAINBIRD XFS-·06-12-NP RAINBIRD PESB-R KING BROS. INSTALL LINES 12" APART, EMITTERS AT TRIANGULAR SPACING XI L3.9 INSTALL IN VALVE BOX, SIZE PER PLAN Bl !.3.7 SAME SIZE AS l!NE DD/ L3.9 © (s) 2 ADJ ·) ADJ 1 SST 40 0.42 10' 40 0.19 13' 40 0.44 5'x30' M/L3.7 M/L3.7 M/L3.7 LANDSIJAPE IRRIGATION DETA!I.3 FOR: fil /Sf$ PHARMACEUTICALS 1----+----1------------1---1---1-----1----1 f _AP_PR_o. vc:_o-': l;..;...v=d<. :-i.\...::<.ra....:. -__,~=U=·&-. __ -,. s. .~c;, .j r:-c:-'.":":+---+-:c:---:--------:-------,-----+-~,----1-:-..,....+--1l rcP~l.AffNN1,N~G~SI=ir==~~~~===~~~~~-11-16J-I8 NLA SOLAR PANEL ADDiT!ON TO SLOPE <y. --1,-, rt-~ µ~DA;!.:,TE~""'l~Nl!o!TIAc,.L...J-"~=~~~~=~!.'c;.;~:o;:.:;.------l---DA_T!:_. --l-1-Nl-TI-AL--+!::D:.::Are:~=i-!IN::::rn!::AL;__J O 8 : PROJECT NO. DRAWING NO. CHl<O BY: JN ENGINEER 0r WORI< REVISION DESCRIPTION On-1£R ~PROVAL CITY APPROVAL RVWO BY: PIP 09-02 467-4L .--.---- y VV\/ '-..7 'V V SEE SCHED. BAC 'PP' 1 GAL@ 5' O.C. SEE SCHED. BIOREMEDIATION . PLUGS@ 12" SEE SCH.ED. ARC EDM 'CS' 1 GAL@ 4' 9.0, · 0 0 2 24" BOX 2 5GAL ' . ! J, ; ,__ ____ ,, L YO FLO 'ASP' MULTI-TRUNK YUCVVHI 1 HES PAR @,-___ _,___ _____ ___, 5GAL 8 CAL ERi ,}-------ii--'-~------' 1 GAL ,-i,,_------ . ~ / /..,/ 72 JU_NPAT / 1 GAL,/ / 1 AL ,-- 24 ✓--••' @------l---------'> 1 GAL 35 SIS BEL 1 GAL SEE SCHED. RIB VIB 1 GAL@ 5' O.C. 3 CAR CAL ©---+-------1 5GAL ~ \ ! /{ :l"\l>J'..il-, ~----~ __ -_-_-_-_-_-_:.:16=5~===~~----+----,"'-,,,,,,..-{---, \, / · " ' ·rn1 ('(l'~ ·------' "'•• . -. . : ' . .... -1-GAt:.~: @·3 0 C / I m .. J .... i ,✓,,., ~-~{ 7 ,;; -. ,, ----,,-----~---' -• Y. / • /THI Cl)!\ \ / ~ ,, /l -~ . ' ,,/ Ylfl)iAl __ . '. -Pi~.JIAI., \ / __ .. \_ ~ ,./ ~ J, ""'"" ......_---_,___J.:-,-.._ . f'" ··---... ___ ... , .... ,. .. , ······" .. SEE DWG SHEET45 FOR REVISIONS IN . HISAREA . ~-' :::=~~=-" ,,,,..,,,,,,,,.-.-,;,, \ ' E SHEET L 4.5 32 ADI CAP ©·----+------~ 5GAL (l) 4 WOOFIM 5GAL 0 4 -24" BOX BET NIG 'HER' 6-36" BOX 41 IRIDOU 5GAL ·- 1 111 ill st'.- :;,,,_:, .. : ___ :_: . Oi...•, ·I;.-.., KEY MAP KEY NOTES: NTS 0 FIRE HYDRANT GENERAL NOTES: 1-PROVIDE POSITIVE SIJR~'ACE DRAINAGE (2% GRADE IN PLANTING EAS) AWAY FROM STRUCTURES AND TERMI ATING IN AN APPROVED DRAINAGE SYqTEM. ,-.,...,,-><,«"""""'.;,x '"'«""'"-=·• ~=,w,,c.-m.~:, l 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEW 15 SAMMEX 0 ~- 5 GAL <§> SETBACK A BIOSWALE (TYP .• SEE CIVIL DWGS.) ~ PLANTINGS LOCATED IN BIO-SWALE SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA TO PROVIDE A WORKING FILTER PRIOR TO BUILDIN OCCUPANCY PERMITS BEING SIGNE 32 HET ARB 5GAL 2 CER OCC 24" BOX SEE SCHED. MYOPAR'PK' FLAT PLANTS@ 18" 0.C. 90 RHUINT 5GAL 2 FRE 'CG' 5GAL 23 PLARAC 24" BOX MULTI-TRUNK 52 SAL SPA 0 <§> LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) <$) EXISTING GRADE-PER CIVIL (TYP.) /i?-,._ CONCRETE FOOTING -PER '-I/ STRUCTURAL (TYP.) ..-,-,-~-,--, <9> LIGHT STANDARD -PER ELECTRICAL i r·: rr (TYP.) · ... .,---;-r-<S> PROPOSED GRADE -PER CIVIL (TYP. 0 I • 0 PROPOSED DRAINAGE STRUCTURE PER CIVIL (TYP.) 0 PROVIDE AND INSTALL 3" DEEP INORGANIC MULCH fHROUGHOUT PLANTING AREA OF THIS SPECIES. TAPER MULCH TO 1" AT EACH PLAN AND PAVING EDGE. <3> PROVIDE AND INSTALL 3" DEEP ORGANIC MULCH IN ALL PLANTING BEDS EXCLUDING INORGANIC MULCHj & HYDROSEEDED AREAS. TAPER I MULCH TO A 1" DEPTH AS IT NEARS · EACH PLANT OR HAROSCAPE EDGE <£> EXISTING PLANTING TO REMAIN - PROTECT IN PLACE AND IF DAMAGE REPLACE W!~H EQUIVALENT $\ZE PLANTINGS AS APPROVED BY THE CITY OF CARLSBAD. NEW PLANTING '------+--------€) 5GAL SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE LANDSCAPING 12. 24" BOX 2-48" BOX QUE ENG 0 24" -STD, 48" -MULTI • GAS METER <8> NO MULCH IN HYDROSEED : ~ PROVIDEANDINSTALL3"0RGANIC : MULCH AT FLATTED GROUNDCOVER · PLANTING AREAS. TAPER MULCH TO 1" DEPTH AT PLANTS & PAVING. 86 CAR PRA '-----+-------0 1 GAL ~ INSTALL 10' LONG ROOT BARRIER '(./ WHERE TREE TRUNK IS PLANTED WITHIN 10' OF HARDSCAPE, TYP. LA ( L 4.0 l APPROVFD FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCA Tl ON OF PLANTING AREA REVIEWED B : 11 INSPECTOR ATE fSHml CITY OF CARLSBAD SHEETS f----+--+--------------'----l-----le-----l-----le-----1 ~ PLANNING DEPARTMENT 48 I ~LAN=D~S~CAP~E~P~LAN=T~IN~G~PLAN~~FO~R:~-===~~~~ /SIS PHARMACEUTICALS I APPROVED: ~J ] 1/16118 NLA 2 s ~ r ~,,-'1 -+"~ \ ~ r<>=-C-r:-~.(;> ~ !,::,,$-~\ 8/10111 JPN AS.-~UILT PLANNING 612/11 JPN J COtjSTRIJCTION CHANGE 1 DATE INITIAL OWN BY: JS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHl'D BY: JN ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWO BY: PIP 09-02 467-4L I I 2 i 1 I ' ) ,· ' \ E \~ \ \ . . ... ' . ' , . ,.r,;,,,,.;c.~":~:::c .,,,,,m-s-.:,"~ ""m."',.~" ... "'".,.-"··<"'""'~ r,f:\ :_,,Jf..W •-I{ , MA CHLINE: SEE SHEET L 4.4 11 ADI CAP '-------+-------@ 5GAL 13 HEU 'CP' 1 GAL 1 BET NIG 'HER' 0 ·17 SIS BEL • 24" BOX STANDARD I GAL 1 WOOFIM 11 ALl.,.UNI Q 5GAL 1 GAL '· N -_J I I-I <( 2 ' ' I , ' 7 PLARAC 24"/ 36" BOX MUL TI-TRU 20 MYR CAL 15 GAL STANDARD SEE SCHED. MYO PAR 'PK' <g> FLAT PLANTS@18"O.C. + .:·_·_r··-r-;·-(·· .... ; .. ::r::l::t:::. ,,---,.., .. ,, __ 6;-Q_U_E_E_N_G_· ---0 . . 24': BOX STANDARD 6 CEROCC 24" BOX MUL Tl-TRUNK . ' 28 GAL SPE 5GAL . -•. 14 CHI LIN 'BUB' 0 24" BOX STANDARD SEE SCHEO .. FRACHI =v -✓" ···v-·,.<-, , r'~ ..... ,. \~ -~· Iv~;;_.:,~ • ..1> Fl.AT PLANTS@ 18" O.C. ~•.{ ~-"-t{·"f.·\~'. 0 12 PRU Ill 'L YO' 15 GAL 68 SAL SPA @ 5GAL 68 1 GAL CARPRA 0 10 UMB CAL 24" BOX <9> KEY MAP GENERAL NOTES: 1. PROVIDE POSI flVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS)AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM: 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILI fY LOCATIONS ANO ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEW. LA Nl!RI LANO!i:CAPe. ARCHITl!CTIJR!! 928 HOfltlOLE:NO STllE~r, 5'Jlll! I# J SAN OJEW, CA 92109 _,~-,_ '358/274•)222 .,,,,,.. · www.NernLA.cou 1,,}J-lDSC,<\p • htl'h'::. '-"-'rl--~i~ KEY NOTES: 1> FIRE HYDRANT SETBACK BIOSWALE (TYP. • SEE CIVIL DWGS.) PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) EXISTING GRADE· PER CIVIL (TYP.) CONCRETE FOOTING • PER STRUCTURAL (TYP.) LIGHT STANDARD· PER ELECTRICAL (TYP.) PROPOSED GRADE • PER CIVIL (TYP.) PROPOSED DRAINAGE STRUCTURE· PER CIVIL (TYP.) PROVIDE ANO INSTALL 3" DEEP INORGANIC MULCH THROUGHOUT PLANTING AREA OF THIS SPECIES. TAPER MULCH TO 1" DEPTH AT PLANTS ANO PAVING, PROVIDE ANO INSTALL 3" DEEP ORGANIC MULCH IN ALL PLANTING BEDS EXCLUDING INORGANIC MULCH & HYDROSEEDED PLANTING AREAS, TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING. EXISTING PLANTING TO REMAIN -PROTECT IN PLACE AND IF DAMAGED REPLACE WITH EQUIVALENT SIZE PLANTINGS AS APPROVED BY THE CITY OF CARLSBAD. NEW PLANTING SHALL BE INSTALLED AS REQUIRED TO ABU r EXISTING SLOPE LANDSCAPING. POTABLE WATER BACKFLOWPREVENTERS • SCREEN FROM VIEW NO MULCH IN HYOROSEED PROVIDE ANO INSTALL 3" ORGANIC MULCH AT FLATTED GROUNDCOVER PLANTING AREAS. TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING. INSTALL 10' LONG ROOT BARRIER WHERE TREE TRUNK 13 PLANTED 'MTHIN 10' OF HARDSCAPE, TYP. L 4.1 APPROVED FOR IRRIGATION AND PLANTING ONL~ INCLUDING PRECISE LOCATION OF PLANTING AREA INSPECTOR fSHml CITY OF CARLSBAD fSHillsl 1----t--+---------------+---J--+--J---t ~ PLANNING DEPARTMENT ~ ;==::::::....:::========t,'.;;;;;;;.;~ " 1/16i18 NLA 2 SOLAR PANEL ADDIT!ON TO SLOPE 9/12/11 JPN AS-BUILT RESUBMITTAL 8/10111 JPN AS-BUILT 6/2/11 JPN, t CONSTRUCTION CHANGE 1 DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OrHER APPROVAL CITY APPROVAL LANDSCAPE PLANTING PLAN FOR: /S/S PHARMACEUTICALS APPROVED:tt-,_;; PLANNING DWN BY: -~J~S- CHKD BY: ~JN~- RYW1) BY: PROJECT NO, PIP 09-02 DRAW!llG NO. 467-4L ' . 2 w ..J) • SEE DWG 467-4L, SHEET 47 FOR REVISIONS IN THIS AREA I ''l {: I / ,· / G . / EE SCHEO. ARC EDM 'CS' 1 GAL@ 4' O.C. ,;;_;\/<:.)' i,:; p \j '-s_E_E_s_c_H_E_D_.-1-_F_RA_c_1-1_1 ____ <'.S>_,___~~7:§;~fl FLAT PLANTS@ 18" O.C. An'n'·;,J * <§> ~ 0 ~ 13> FIRE HYDRANT SETBACK BIOSWALE (TYP. -SEE CIVIL DWGS.) PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) EXISTING GRADE -PER CIVIL (TYP.) SIGHT DISTANCE CORRIDOR -KEEP CLEAR LIGHT 'STANDARD-PER ELECTRICAL (TYP.) PROPOSED GRADE -PER CIVIL (TYP.) \ / /( t•-~ •X) ~,f <s> / ,/ I ,. I '✓ ' ,.... I "' I 'q I I I PROPOSED DRAINAGE STRUCTURE -PER CIVIL (TYP.) I PROVIDE AND INSTALL 3" DEEP < INORGANIC MULCH THROUGHOUT PLANTING AREA OF THIS SPECl,ES. TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING. PLANT TREE 4" ABOVE ADJACENT PAVING AND MOUND SOIL UP TO ROOTBALL PLANT TREE 24" FROM PAYING EDGE DIRECTIONAL SIGN INSTALL SHRUBS 3' UP AND DOWN HILL FROM BACKFLOW PREVENTER ASSEMBLY FOR SCREENING EXISTING PLANTING TO REMAIN - PROTECT IN PLACE AND IF DAMAGED REPLACE WITH EQUIVALENT SIZE PLANTINGS AS APPROVED BY THE CITY OF CARLSBAD. NEW PLANTING SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE LANDSCAPING. I I ' ' ' I I I I I / NO MULCH IN HYDROSEED INSTALL 3" ORGANIC MULCH AT FLATTED GROUNDCOVER. TAPER MULCH TO ·1" DEPTH AT PLANTS AND PAVING. INSTALL 10' LONG ROOT BARRIER WHERE TREE TRUNK IS PLANTED WITHIN 10' OF HARDSCAPE, TYP. PROVIDE AND INSTALL 3" DEEP ORGANIC MULCH IN ALL PLANTING BEDS EXCLUDING INORGANIC MULCH & HYDROSEEDED PLANTING AREAS. TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING. / / GENERAL NOTES: / / / / / 1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREASJAWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAP~ WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEW. Ii I, NTI SEE SCHED. MYOPAR'PK' FLAT PLANTS @ 18" O.C. 13 CEROCC 24" BOX MULTI-TRUNK 11 QUE ENG 0 z4u BOX STANDARD 8 SAM MEX 0 5GAL 25 MYRCAL • 15 GAL STANDARD 20 CHI LIN 'BUB' 24" BOX STANDARD 94 GAL SPE 5 GAL SEE SCHED. PLUGS@12" LA BIOREMEDIATION \?r-,.-.rr:'"71 O.C. & HYDROSEEO L 4.2 APPROVED FOR IRRIGATION AND 'PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING REVIE\1/ED ~) /1..-.'.'0, • INSPECTOR AREA t\JT' fsHEETl CITY OF CARLSBAD SHEETS 48, 1-----t---+-----------------t---1-----t----t---1 ~ PLANNING DEPARTMENT ~::::::::'....::=:::::::::::"::======:::::::'::::===~~~1 LANDSCAPE PLANTING PLAN FOR: /SIS PHARMACEUTICALS 1/16118 NLA R p· NEL ADD!TION 10 SLOPE 4' -t, · rn<-AP_P_R_O_VE_D.,,: £¼=.;J,"'-·=1._,l:..,<f:1-''--"~:;.)'-~--,:,=T[.._ ___ Je , $• \\ t-,8i,,,,10.,.,/1-:-1-+-J:=P77N--+~A""S"'-c:-:B""l"'LT=====c-:--------1-----t---t----t---t ~P;:;LA;:;:N~N~IN6G==;;;:::::::;-;==::::;::~:;:::;::~=~;::::==:======1 612/11 JPN 1 CON,STRUCTION CHANGE 1 r;, DWN BY: J3 PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL C K BY JN REVISION DESCRIPTION RHVWOD av'.·--"''---PIP 09-02 467-4L OlHER APPROVAL CITY APPROVAL ENGINEER 01' WORK ,. ' I 2 /1~.·. . . r . ·, . , . ,.· .,, .. / i ,, \; j 0 1() 20 riiu j C: 0 '.r ·-- , ,-~·•·( ... ,. ,;. · J'{i ', .. A):"\ ' . SEE DWG 467-4L, SHEET48 FOR REVISIONS IN THIS AREA ill , , i , / / i j I ; ; / 5 MYR CAL 15 GAL STANDARD 5 CHI LIN 'BUB' 24" BOX STANDARD • SEE SCHED. BAG 'PP' rT~=-1 ~ KEY MAP KEY NOTES: 1 GAL @ 5' O.C. GENERAL NOTES: SEE SCHED. BIOREMEDIATION !7/l ...___P_L_U_G_S_@-12-" -+-0-.-C-. &-HY_D_R_O_S_E_E_D L&_l <8> 1. PROVIDE POSITIVE SURFACE DRAINAGE (2 % GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. SEE SCHED. ARC EDM 'CS' r7 -----+----~ 1 GAL @ 4' O.C. 0 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEW 56 GAL SPE 5 GAL SLOPE VEGETATION REQUIREMENTS (APPLY TO ALL PLANTING PLANS) SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD# I. GOVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MX TYPIGALY MADE UP OF QUICK GERMINATING ANO 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 11,\TE AND MANNER SUFFICIENT TO PROVIDE 90 % COVEl,AGE WITHIN THIRTY {30) DAYS. TYPE OF REINFORCED STRAW MA HING SHALL BEAS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED 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 (100 %) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINOING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF fl,\TTED MA fERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). G. SfANDARD # 3. LOW SHRUBS LOW SPREADING WOODY SHURBS (PLANTED FROM A MINIMUM OF 2·3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVEN fY (70 %) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD fl 4. TREES AND/OR LARGE SHURBS TREES AND/OH LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS)AT A MINIMUM RATE OF ONE (1) PER TOW HUNDRED (200) SQUARE FEET. SLOPES· 6:l OH STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC W,\LKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. . B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND#3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, /12, /1:J, AND ff4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD ,·I (COVER CROP} WI fH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. LOW SPREADING WOODY SHURBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS} SHALL COVER A MINIMUM OF SEVENTY (70 %) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD# 4. TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS)AT A MINIMUM RATE OF ONE (1JPER TOW HUNDRED (200) SQUARE FEET. LA FIRE HYDRANT SETBACK BIOSWALE (TYP. • SEE CIVIL DWGS.) PLANTINGS LOCATED IN BIO-SWALES SHALL BE FULLY KNITTED IN AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. EXISTING GRADE· PER CIVIL (TYP.) LIGHT STANDARD· PER ELECTRICAL (TYP.} PROPOSED GRADE· PER CIVIL (TYP.) PROPOSED DRAINAGE STRUCTURE· PER CIVIL (TYP.} EXISTING PLANTING TO REMAIN • PROTECT IN PLACE AND IF DAMAGED REPLACE WITH EQUIVALENT SIZE PLANTINGS AS APPROVED BY THE CITY OF CARLSBAD. NEW PLANTING SHALL BE INSTALLED AS REQUIRED TO ABUT EXISTING SLOPE LANDSCAPING. PLANT TREE 24" FROM PAVING EOGE PROVIDE AND INSTALL 3" DEEP INORGANIC MULCH THROUGHOUT PLANTING AREA OF THIS SPECIES. TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING. NO MULCH IN HYDROSEED PROVIDE AND INSTALL 3" ORGANIC MULCH AT GHOUNDCOVER TAPER MULCH TO 1" AT PLANTS AND PAVING. INSTALL 10' LONG ROOT BARRIER WHERE TREE TRUNK IS PLANTED WITHIN 10' OF HARDSCAPE, TYP. PROVIDE AND INSTALL 3" DEEP ORGANIC MULCH IN ALL PLANTING BEDS EXCLUDING INORGANIC MULCH & HYOROSEEOED AREAS. TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING L 4,3 APPROVED FOR IRRIGATION SLOPES • 6:1 OR STEEPER AND: NERJ LANOSCAP< ARCHIHCTURg AND PLAN Tl NG ONLY, A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD# 1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, /13, AND #4. AREAS GRADED FLATTER THAN 6:·J REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO fHE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. gzeHonrn,.ENOsmEET.SUcc,•o INCLUDING PRECISE SAN Ofi:;CO. CA '92109 -~-~ 8 !HI/ 27 4•32 2 2 ).,.I,) q, www.NSR>LAoo,; ,t,~'-';°;c:;.-,,_, LOCATION OF PLANTING ~ j _ __f ___ ~ '1---_____ A_R_E_A _____ -1 lJ t,piru &/J0/11 ,J' ~i',r lrt,<\ SJ'l.\ @ OF LA, __ _ REVIEWED BY: INSPECTOR EXP. ___ _ DATE DATE CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 48 1----t---t-------t---t---t---t----lw r=:=LAN::::D::S~C~AP~E==' =:P::LAN=:::·=rrn=a=P==LAN~:==:FQ:=R::=.====~~;;;;~ /SIS PHARMACEUTICALS 1-----t--+-------------t---t--t---i-1 I APPROVED: 1-t.:l ( lr E:-U . .,:ft: _PLANNING DAJE INITIAL DAJE INITIAL DAJE IN111AL ENGINEER OF WORK REVISION DESCRIPTION 0111ER APPROVAL ClfY APPROVAL D'M'l BY: JS PROJECT NO. ORA WING NO. ~~~ ~~.!..\ =J=N =J ~_P_IP_O_9_-_O_2_~~4_6_7-_4L~ 2 I I 1 -24" BOX 2 • 36" BOX BET_NIG 'HER' $EE SCHED. 1 GAL @ 4' O.C. HES PAR \"\ 0 \\ I CA \ \, ., 46' MM R \ , ,--,-----+~------'<·-~ 1 GAL 181 MIMGUT ~-------+---------0 1 GAL 24 CAR CAL \f,_,_-~--,-----0 5GAL .' BER AQU 'REP' ~ ------1----' 1 GAL @ 5' O.C. SEE SCHED. ARC EDM 'CS' 0 7 14 ADI CAP ----------11--------© ·,·, 5 GAL 212 CAR PRA 1 GAL 8 DEN HAR 5GAL SEE SCHED. CEA 'JC' 1 GAL@4'0.C. <§> 13 GER BET 5GAL ,-,- ·v n SE\: SCHED. CAR PAN V ~··> or··• ✓ ·,1 ·-2" POTS@ 12" o.c. 0 125 !RI DOU 5 GAL 1 WOO FIM ,5GAL 6 MYR CAL + 15 GAL STANDARD 4 PRU ILi 'LYO' 0 --------------+---------: . I5GAL SEE SCHED. BIOREMEDIATION PLUGS@ 12" O.C. & HYDROSEED SEE SCHED. RIB VIB 1 GAL@ 5' O.C. 10 EPI HOO 5 GAL SEE SCHED. ROS PRO 1 GAL@ 2' O.C. 12 -24" BOX ARA COL STANDARD Liu [[[[ill 14 GAL SPE --------+-----& 5GAL W SEE SCHED. BAC 'PP' 1 GAL@ 5' O.C. 212 CAR PRA ~----- 1 GAL 0 KEY MAP GENERAL NOTES: 1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN All UTILITIES FROM VIEW. . -N LA -. ' KEY NOTES: <g> ($> 0 1J> 0 0 0 ~ <9 ~ 0 <9 <b <9 FIRE HYDRANT SETBACK BIOSWALE (TYP, -SEE CIVIL DWGS.) PLANTINGS LOCATEO IN BIO-SWALES SHALL BE FULLY KNITTED IN ANO PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. LOCATE BOULDER PER LANDSCAPE ARCHITECT'S DIRECTION (TYP.) EXISTING GRADE -PER CIVIL (TYP.) CONCRETE FOOTING· PER STRUCTURAL (TYP.) LIGHT STANDARD -PER ELECTRICAL (TYP.) PROPOSED GRADE· PER CIVIL (TYP.) PROPOSED DRAINAGE STRUCTURE· PER CIVIL (TY?.) PROVIDE AND INSTALL 3" DEEP INORGANIC MULCH THROUGHOUT PLANTING AREA OF THIS SPECIES. TAPER MULCH TO I" DEPTH AT PLANTS AND PAVING. PROVIDE AND INSTALL 3" DrEP ORGANIC MULCH IN ALL PLANIING BEDS EXCLUDING INORGANIC Ml)LCH, HYDROSEEDED AND FLATTED PLANTINGAR2AS. TAPER MULCH TO 1" DEPTH AT PLANTS AND PAVING. EXISTING PLANTING TO REMAIN -PROTECT IN PLACE AND IF DAMAGED REPLACE 'MTH EQUIVALENT SIZE PLANTINGS AS APPROVED BY THE Cl TY OF CARLSBAD. NEW PLANTING SHALL BE INSTALLED A-3 REQUIRED TO ABUT EXISTING SLOPE LANDSCAPING. RECIRCULATING RECYCLED WAI ER FEATURE NO MULCH IN HYDROSEED OR LAWN PLANTING AREAS PROVIDE AND INSTALL 3" ORGANIC MULC'i AT FLATTED GROUNDCOVER PLANTING AREAS. TAPER MULCH TO 1" DEPTH AT PLANTS ANO PAVING. PLANTABLE FIRE ACCESS PAVING INSTALL 10' LONG ROOT BARRIER WHERE TREE fRUNK IS PLANTED WITHIN 10' OF HARDSCAPE, TYP. L 4.4 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ·~ . '°''-'1'" \ --=-~ .... .;, 1 · l-) •/I L.A "¼Z-{ EXP,q•J<J ,/; DATE INSPECTOR DATE 1-----t--t---------+----+-+---~-1fSHml7 CITY OF CARLSBAD ~: ~ PLANNING DEPARTMENT ~- 1/16i18 NLA o/10/11 JPN AS-BUILT 612/11 JPN /1\ CONSTRUCTION CHANGE 1 DATE INJnAL DA TE INITIAL DATE INITIAL ENGINEER Of' 11\lRK REVISION DESCRIPTION 011-JER APPROVAL CITY APPROVAL r=====:=============-===~iii;i:~" LANDSCAPE PLANTING PLAN FOR: /SIS PHARMACEUTICALS APPROVED: 1 ,,. ,1.,,,......,..... PLANNING OWN BY: JS CHKD BY: JN RVWD BY: PROJECT NO. PIP 09-02 ' DRAWING NO. 467-4L !l _____ - I!' 2 • 16 HES PAR ; .. 5GAL . ,. ' ; ·•············· ...... ······ .i ... ' ~·-r----T-----~ J , -' (,If,,-,-"-- //~ \ ':~ fi-...;~r-.;!~---' ! , L~t---·, 5 SAMMEX 5GAL V 'IV 4'O.C. V v vll GAL@ SEE SCHED. ARC EDM'CS' 0 8 L YO FLO 'ASP' 24" BOX MUL Tl-TRUNK 34 SAL CLE t GAL 0 0 148 ZAU CAL 'EC' @ '---:1~G;A~Li'~=--=----- 2 YUCWHI 5GAL 6 CHI LIN 'BUB' 24" BOX .STANDARD 6 CAL ERi <S) '--------:1-::G-:-;A~LT::.::~---- vv1rlC:1 HA!! 1 CEROCC 24" BOX 80 ARC'SUN' 5GAL GALSPE 36 5GAL 62 HETARB 5 GAL 12 5GAL 116 IRI DOU 5GAL SEE SCHED. ROS OFF 1 GAL@ 2' O.C. SEE SCHEO. CAR PAN 2' POTS@ 12"O.C. 29 ERi GIG 5GAL KEY MAP 10-24" ARACOL STANDARD '...__ __ .,/;-lf fr---tl ;;7 .. // t\ ' "t~ '"'::,)"1:::<', , V f. ~{ ..... ) ,-,.,_ ~~"!:.:".:~.:·.·.: ~.-;,;: . .:'< KEY NOTES: FIRE HYDRANT B SETBACK SEE CIVIL DWGS.) "6-BIOSWALE (TYP.A~ED IN BIO-SWALE 18 GAR ELL 'JR' 5GAL 0 'y" PLANTINGS LOL~ KNITTED IN AND OF SHALL BE FU~PLETE COVERAGE PROVIDE CO IN O <DER TO ~~~Jl~~~E,~~~u~~~~E:E~~?:S ' l 1· . -, , I , -J ' ,-,,,,, -· , • /. .... \..x Vi) • • r -! 1 L __ ---f~f);::_t!y':,.1_ ~::~~~~~: ~~':·:~ ~,~ "0 ' ... NLA R"AN·"• AD · 2 SOL!i., r' I t:-.. . , DJTION TO SLOPE ?3 HEU MAX 5 GAL () SEE SCHED. FRACHI FLAT PLANT3@ 18" O.C. 55 RHU INT 5 GAL 43 CAR PRA 1 GAL SEE SCHED. BAC'PP' 1 GAL@ 5' O.C. SEE SCHED. CEA 'JC' 1 GAL@ 4' O.C. -. o N LA 1116118 -• AS-BUILT N CHANGE 1 8/10/11 JPN CONSTRUCTIO e12111 JPN 1 REVISION DESCRIPTION DA TE INITIAL ENGINEER Of WORK DATE INITIAL OlHER APPROVAL DATE INITIAL CJTY APPROVAL TO BUILDING 0 BEING SIGNED. -·R PER LANDSCAPE /iJ-LOCATE BOULD~ECTION (TYP.) '<;I' ARCHITECT'S DI DE -PER CIVIL (TYP.) "E' EXISTING GRA '.;;1/ OOTING -PER k., ONCRETEF 's1/ C CTURAL (TYP.) S fRU PER ELECTRICAL /(} LIGHT STANDARD - 'vi' (TYP.) p DE. PER CIVIL (TY . <13> PROPOSED GRA PROPOSED DRAINAGE STRUCTURE. 0 PER CIVIL (TYP.) PLANTABLE FIRE ACCESS PAVING 0 TOREMAIN-.,{AK EXISTING PLANTIN~ AND IF DAMAGE ';1/ PROTECT IN P~~UIVALENT SIZE PLACE WITH ED BY THE RE NGS AS APPf,OV LANTING PLANT! . AD NEW P CITY OF CARLS:LLED AS REQUIRED SHALL BEEl~l!~ING SLOPE TOABUT ,~ LANDSCAPIN ,. NO MULCH IN HYDROSEED <1) LL 3• ORGANIC /4),, PROVIDE AND ~~T; GROUNDCOVE~ PLANTING AR~{s AND PAVING. DEPTH AT PLA 'y MULCH AT F~ TAPER MULCH f J LL 3" INORGANI ~ ~~~6~! ¢~~~10JL~~~i 1?,~~~~H SPECIEST·;~D PAVING. AT PLAN · ALL 3" DEEP /Q' PROVIDE ~~~NHSiN ALL PLAtg~iLC '::,,' ORGANIC IN<1 INORGANI BEDS EXCLUD ~' REAS. TAPER & HYDROSEEDi:D _AH AT PLANTS AND MULCH TO 1" DEP r PAVING. ROOT BARRIER /p" INSTALL 10' LONR'tNK IS PLANTED '1/ 'M-IERE TREE T ARDSCAPE, TYP. ~I WITHIN 10' OF H L 4. :JI R ir~RIGA TIO APPROVE~~~ING ONLY, AND p PRECISE INCLUDINgF PLANTING LOCATION EA AR ,t---1111 A4 •!,\ll\.iT INSPECTOR CARLSBAD ~ CITJLA£1ro DEPARTMENT ~ PLAN FOR: SHEET 48 LANDSCAPE p~~;~HARMACEUTICALS APPROVED: PLANNING JS DWN BY: JN CHKD BY:~-11 RVWD BY: PROJECT NO. PIP D9·-02 DRAWING N 467-4L 2 Q w 1) \)() PLANT MATERIAL SCHEDULE SIZE BOTANICAL NAM!': COMMON NAME 24" BOX Araucaria columnaris "Cook Island Pine" SPECS REMARKS· 7'H,2'W STANDARD-DOUBLE STAKE ' _, FOR SLOPE PLANTING, GRADE BACK OF PLANTING PIT TO MAX. 1 :1 SLOPE AND INSTALL EROSION CONTROL FABRIC. 36" BOX Ara arl columnaris "Cook Island Pine" 11'H, 3'W STANDARD· DOUBLE STAKE -.,,....,,rv-i,--.,-v"~~~i::iR~~~~.r--.rv~;;;;;::::;:~~;'rv""~·.rv-v--.,,--0,rv~~~ .,.-.,::;y;--v---~,,.-y~x9 ;c-~v--v--v--~ 24" BOX Betula nigra 'Heritage' "Red River Birch" ~ , 3' T~bLt: S IAKt: CINCH TIES (4 REQUIRED) IN FIGURE 8 CONFIGURATIO~J. NAIL TO STAKE VIA ______,'--'~'="'__,,.._.A...,,..__,~"7':---"'--"~3c-:6:-" -:-0'="':X __,,..__~~ "Red River Birch" 14'H, 4'W 24" BOX Cercis occidenla/is " ~d-"-__.A-/' '-"____,Jilic.A\/:J---,-.__,,..../---P..___A-b{)W-SR~6BW{kJIIO-S.J:~':A../'-/-"' STANDARD -DOUBLE STAKE --.rvi C ilopsis inearis 'bu ba ~v--"'DeserfWiiimv',,...,,,-..,,..._,....~~•w--v·v-·,,,.._v~ uvv uL S A Li:', FOR 24" BO)( Cupressttmbesr "Tec<1~(3ypres3" ~ 6'1 'r,-3'W LOW73RANel'r-t)elt:fflte-STAKE 1 L ' SP' ./',,,-4-:'::"--eB:">«'X,___,..___,___~L----yo"n-,othamriusl1oribuncfus1as~-..A...,"feml€atCa(alirfu-Wn ---------TH, ' N TAK MYR CAL 15 GAL Myricacalifornica "Pacific Wax Myrtle" 6'H, 2'W STANDARD· DOUBLE STAKE 25 PIN TOR 24" BOX Pinus lorreyana "Torrey Pine'' 7'H, 2'W STANDARD· DOUBLE STAKE 30 PLA RAC 24" BOX Pia/anus racemosa "California Sycamore" 8'H, 2'W MULTI -DOUBLE STAKE 3 PLA RAC 36" BOX Pia/anus racemosa "California Sycamore" 14'H, 5'W MULTI -DOUBLE STAKE 16 PRU ILi 'LYO' 15 GAL Prunus ilicifo/ia 'lyonii' "Catalina Cheny" 4'H, 2'W SHRUB FORM -NO STAKE 30 QUE ENG 24" BOX Quercus engelmannil "Engelmann Oak" 6'H, 3'W STANDARD -DOUBLE STAKE 2 QUE ENG 48" BOX Quercus engelmannii "Engelmann Oak'' 8'H, 8'W MU LIT-TRUNK -NO STAKE 10 UMB CAL 24" BOX Umbe/lularia californica "California Bay" 6'H, 2'W SHRUB FORM -NO STAKE SHRUBS: QTY. &$ 321 &~ 14 39 &0: 13 30 13 29 2 198 &(~ 149 91 232 72 46 181 103 64 380 6 4 172 SYMBOL SIZE ADI CAP 5 GAL AGAATT 5GAL ALL UNI 1 GAL ARCEDM 'CS' 1 GAL ARC SUN 5 GAL BAC'PP' 1 GAL BER AQU 'COM' 1 GAL CAL ERi 1 GAL CAR CAL 5 GAL CARPRA 1 GAL CEA 'JC' 1 GAL CER BET 5 GAL DEN HAR 5 GAL EPI HOO 5GAL ERIGIG 5 GAL FRE CAL 'CG' 5 GAL GAL SPE 5 GAL GAR ELL 'JR' 5GAL HES PAR 5GAL HETARB 5GAL HEU 'CP' 1 GAL HEU MAX 5GAL IRI DOU 5 GAL JUN PAT 5GAL MIMCAR 1 GAL MIM GUT 1 GAL RHA'MSB' 5 GAL RHUINT 5 GAL RIB VIB 1 GAL ROS PRO 1 GAL SAL SPA 5GAL SAL CLE 1 GAL SAM MEX 5GAL SIS BELL 1 GAL WOOFIM 5GAL YUCWHI 5GAL ZAUCAL 'EC' 1 GAL BOTANICAL NAME COMMON NAME Adiantum cappillus-veneris "Southern Maidenhair Fern" Agave attenuata "Foxtail Agave" A/lium unifolium "Wild Onion" Arctoslaphylos edmundsii 'Carmel Sur' "Carmel Sur Manzanila" Arctostaphylos 'Sunset' "Sunset Manzanita" Baccharis pilularis 'Pigeon Point' "Pigeon Point 8accharis" Barberis aquifo/ium 'C-Ompacta' "Creeping Mahonia" Ca/liandra eriophylla "Fairy Duster" Carpenleria ca/ifomica "Bush Anenome" Carex praegracilis "Dune Sedge" Ceanothus 'Joyce Coulter' "Joyce Coulter Ceanolhus" Cercocarpus beluloides "Mountain Mahogany" Dendromecon harfordil "Island Bush Poppy" Epiphyllum hookeri "Climbing Cactus" Eriogonum gigantea "California Buckwheat'' Fremon/odendron californicum 'California Glory' "California Glory Fremonlia" Galvezia speciosa "Island Bush Snapdragon" Garrya el/iptica 'James Roof "Silktassle" Hesperaloe paNifolia "Red Yucca" Heteromeles arbutifolia "Toyon" Heuchera 'Canyon Pink' "Canyon Pink Coral Sells" Heuchera maxima "Island Alum Root" Iris douglasiana "Douglas Iris" Juncus pa/ens "Wire Grass" Mimulus cardinalis "Scarlet Monkey Flower" Mimulus gutta/us "Seep Monkey Flower" Rhamnus 'Mound San Bruno' "Coffee Berry" Rhus inlegrifo/ia "Lemonade Berry" Ribes viburnifolium "Evergreen Curranf' Rosmarinus officinalis 'Pros/ratus' "Creeping Rosemary" Salvia spathacea "Hummingbird Sage" Salvia clevelandii "Cleveland Sage" Sambucus mexicana "Mexican Elderberry" Sisyrinchlum bellum "Blue Eyed Grass" Woodwardia fimbriafa "Giant Chain Fern" Yucca whipplei "Our Lord's Candle" Zauschneria californica 'Everett's Choice' "Everett's Choice California Fuchsia" GROUNDCOVERS: QTY. SYMBOL SIZE BOTANICAL NAME COMMON NAME 7,500 CAR PAN 2" POTS Carexpansa "Meadow Sedge" 7,261 MYO PAR'PK' FLAT PLANTS Myoporum parvifo/ium 'Pink' "Pink Myoporum" &@ FRACHI FLAT PLANTS Fragaria chiloensis "Beach Strawberry" TURF: QTY. SYMBOL SIZE BOTANICAL NAME COMMON NAME 4,635 S.F. PAS VAG SOD Paspalum vagina/um 'Sea Spray' "'Seaspray Paspalum'' BIOREMEDIA TION PLANTING: & 60,324 S.F. SYMBOL SIZE BOTANICAL NAME COMMON NAME PLUGS SEED Buchloe dactyloides 'UC Verde' "UC Verde Buffalograss" BOTANICAL NAME COMMON NAME LBS/ACRE HYDROSEED MATERIALS Gai//ardia aristata Melica imperfecta Vulpia microstachys Linanthus parviflorus "Indian Blanket Flower' "Coast Range Melic" "NCN" "Stardust" SOIL ACTIVATOR/FERTILIZER/INNOCULUM/PENETRANT ('GRO-POWER PLUS WITH MYCORRIZAE' AND SOIL PENETRANT) WOOD FIBRE MULCH ('ECOFIBRE PREMIUM WOOD FIBRE MULCH') BINDER ('ECOLOGY CONTROLS M-BINDER) 10 LBS./ACRE 8 LBS.IACRE 10 LBS./ACRE 6 LBS.IACRE 34 LBS.I ACRE SEED 400 LBS/ACRE 1400 LBS/ACRE 80 LBS/ACRE SPECS 18"H, 18"W 1'H, 1'W 1'H, 6"W 6"H,8"W 16"H, 12"W 811Hj 8"W 6"H,6"W 8"H, 8"W 2'H, 1'W 6"H,6"W 6"H,8"W 24"H, 6"W 1'H, 1'W 1'H, 3"W 16"H, 1'W 2'H, 1'W 2'H 1'W ' 2'H, 1'W 18nH, 811W 2'H, 1'W 4"H,6"W 16"H, 18"W 811H,8"W 18"H, 6"W 811H1 811W 8"H, 8"W 12"H, 12"W 12"H, 12"W 6"H,8"W 411 H, 811W 18"H, 18"W 1'H, 1'W 2'H, 1'W 6"H,6"W 2'H,2'W 1'H, 1'W 411 H,611W SPECS 3" SPECS SPECS 1-1/4"H x 1-3/4"0 rootball REMARKS FULLY ROOTED, 3 FROND MIN. FULLY ROOTED, UNSCARRED INSTALL BULBS IF OUT OF SEASON FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREY COLOR WELL ROOTED, TURGID FULLY ROOTED, GREY COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED GREEN COLOR FULLY ROOTED, GREY COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREY COLOR SMALLER OK IF OUT OF SEASON FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREY COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREY COLOR FULLY ROOTED, GREY COLOR REMARKS FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR FULLY ROOTED, GREEN COLOR REMARKS FULLY KNITTED REMARKS Plant at 12" O.C., triangular spacing Hydroseed after planting plugs CONTAINER PLANT FERTILIZER TABLET SCHEDULE (4) 7 GRAM TABLETS PER 5• BOX SIZE (4) 7 GRAM TABLETS PER FOOT OF PALM TRUNK (15) 7 GRAM TABLETS PER 15 GALLON CONTAINER (8) 7 GRAM TABLETS PER 5 GALLON CONTAINER (3) 7 GRAM TABLETS PER 1 GALLON CONTAINER (1) 7 GRAM TABLETS PER 6" POT, PONY PAK, LINER OR GROUNOCOVER PLANT 2" GALVANIZED ROOFING NAILS. ·JO' LONG X 2" DIA. LODGE POLE PINE TREE STAKES (2 REQUIRED) SET 24" INTO GRADE ON SIDES OF ROOTBALL TREE TRUNK ROOT BALL (ROOT CROWN TO BE 2" ABOVE FINISH GRADE) ,,---MULCH-TAPER FROM 1" THICKATCROWN TO 3" THICK AT EDGE OF PLANTING PIT 2" CL ;-f , _,,,,,,----WATERING BASIN 4" ABOVE FINISH GRADE / REMOVE ONCE IRRIGATION IS OPERABLE 5 '-,, {~ f.-~:. ffii 1~~~~ :~~:HF:~~: ~ ✓ 1=1 ~ ' 3',· ----FERTILIZER TABLETS (SEE SCHEDULE) f' '·'r>% -CROWN BOTTOM OF PLANTING PIT ;... , :~ ~ioTH OF -,, ROOTBALL ® TREE PLANTING SECTION NOTTO SCALE EQJi'j_ . \ ~ \ I ~-----GROUNDCOVER PLANT/PLUG ON 2" RAISED MOUND. EQUAL SPACING PER PLAN (~ ~ 11~---------------HARDSCAPEEDGE PLAN VIEW .,,..--GROUNDCOVER PLANT/PLUG SPACING PER PLAN MULCH -1" THICK AT PLANT ,---FINISH GRADE BACKFILL SOIL ...__ __ FERTILIZER TABLET ©_G_R_O_U_N_D_C_O_V_E_R_/_P_L_U_G_P_L_AN_T_I_NG ________ _ SECTION NOT TO SCALE PLANTING NOTES 1. SEE SPECIFICATIONS FOR ITEMS NOT COVERED ON THESE PLANS. 2. THE CONTRACTOR SHALL RECONCILE THE CALLOUT QUANTITIES WITH THE GRAPHIC QUANITIES AND SHALL PROVIDE PLANTS EQUAL TO THE GRAPHIC QUANTITIES SHOWN ON THE PLANS. 3. ALL PLANT MATERIAL IS TO BE SUPPLIED AND INSTALLED BY THE LANDSCAPE CONTRACTOR. 4. THE LANDSCAPE ARCHITECT SHALL RETAIN THE OPTION TO TAG BOXED TREE MATERIAL A1 A WHOLESALE NURSERY OF THEIR CHOICE AFTER THE BID HAS BEEN AWARDED. 5. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE. 6. PLANT MATERIAL LOCATIONS ON THE PLANTING PLAN ARE APPROXIMATE AND SHALL BE ADJUSTED AS DIRECTED BY THE LANDSCAPE ARCHITECT. 7. ALL GROUND COVER PLANTS SHALL BE FULLY ROOTED PLANT MATERIAL IN FLATS, PLUGS OR POTS. 8. BUDS AND BLOOMS ON ALL PLANTS MUST BE PROTECTED AT ALL TIMES, INCLUDING TRANSPORTATION AND INSTALLATION. 9. STAKE AND/OR GUY ALL TREES AS DIRECTED IN THE LEGEND AND PER THE PLANTING DETAILS. 10. TREES AND SHRUBS SHALL BE SHAPED AND PRUNED DURING THE MAINTENANCE PERIOD ONLY AS DIRECTED BY THE LANDSCAPE ARCHITECT. ·11. THE CONTRACTOR SHALL GUARANTEE SHRUBS, GROUND COVERS AND PERENNIALS FOR A PERIOD OF THREE MONTHS AND TREES FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. ~-r-s-,---y-, ' ' ' ' ' ' ' ' 1 E SHEET 46 FOR ADDITIONAL tEGEND INFORMATION ~ ~.>J....).._~ 2 NOTTO SCALE ' 1/16J-l8 NLA 12 \ SOLA.R PANEL ADD!T!ON TO SLOPF 612111 JPN /1\ CONSTRUCTION CHANGE I DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION . FOR SLOPE PLANTING, GRADE BACK OF PLANTING PIT TO MAX. 1; I SLOPE AND INSTALL EROSION CONTROL FABRIC. ~---FERTILIZER TABLETS (SEE SCHEDULE) ~----ROOT CROWN OF SHRUB 1" ABOVE FINISH GRADE / DEPTH OF ffei~~f~2tJ:~~!~t=F,OOT BALL ROOT BALL ,, ~ SCARIFY SIDES OF PLANTING PIT , ~ ~ ~:,,»,»» ~-BACKFILL MIX . WATER SETTLE ' PRIOR TO SETTING SHRUB • • • ✓ CROWN BOTTOM OF PLANTING PIT TWO TIMES WIDTH OF ROOT BALL ® SHRUB PLANTING Bf----------- SECTION NOTTO SCALE E .,,----MULCH AT SHRUB PLANTING .,,----FINISH GRADE @ PLANTING AREA ~--TOP OF PAVING ,,,.,-,__-=-...,;:..-::::_::::_--FLUSH WITH FACE OF PAVING f--rr-r=-s,,..,:;_--COMPACTED SUBGRADE PLANTER POT DETAIL ---------ROOT BARRIER-LENGTH PER PLAN ,,---PLANTE!< POT SOIL ~-SELF-WATERING LINER .,---318" CRUSHED ROCK LEVELING COURSE NOTTO SCALE ,.---PLANTER POT (SEE SCHEDULE) -FILL PLANTER POT DRAIN WITH 2-PART EPOXY ~-SURFACE (OR SAUCER WHERE OCCURS) WITH 'PLANTER TECHNOLOGY' LINER SECTION L46 . ,c . N LA APPROVED FOR IRRIGATION . .. ,, N.!RI LANDS CAP.! ARCHJT!:CTUR.! AND PLANTING ONLY, 928 HoHNBLENO S'IREE'r, sun~ # 3 INCLUDING PRECISE 6,\M DIECQ, CA 92 l 09 8C58/274·:32:.a2 www.Nmll.Acoi. \)J'iDSC4p-E' LOCATION OF PLANTING <,,<) -, ,,'<' ,;i-'-$ P . .Y.o t, ,._ i' ~ AREA "1' ,.'-0 u. -~ ,, 1...rv\) t 0 rt ---i IJ £.<plfU 6/J0/11 ·> " .,. ~ -?(A 3-Jl-' :\' )-~ 0~ or c;..\.\ T CARLSBAD MUNICIPAL WATER DISTRICT L.A. EXP. DATE REVIEWED BY: DAVID A, HAUSER DATE DEPUTY CITY ENGINEER R.C.E. 3J081 EXP. 8/30/10 INSPECTOR DATE ~ ~: CITY OF CARLSBAD 9 PLANNING DEPARTMENT :: ,, LANDSCAPE PLANTING SCHEDULE AND DETAILS FOR: /SIS PHARMACEUTICALS I APPROVC:D: ,~.--el ~, f;) I.... 1t I (,,,, t--i. ll +,+-11s "-"-PLANNING ~-~'1-1'1 n-t-OWN BY: JS PROJECT NO. DRAWING NO. DATE INITIAL OAlE INITIAL CHKD BY: JN OlHER APPROVAL CITY APPROVAL RV'MJ BY: PIP 09-02 467-4L l ----\ .J: -~ ~ I 2 ,r: \ ' I I I I I I I I I I I I I I I I I I I I I � ;-i-/ � � I I 1Q 1 1Q 1 - --- BF 1Q .-.10 .-.-;o ------------- ROTA� A37 ::--.. STRE M 29 1.5"::::=::::::..:-------.::: '.::$ - ::--.. -� A36 ..... ROT RY� ---------/6" ST EAM '/:- -s-..______ 25 .5" ..... D IP-A35 10 1 II =-s - . ,_:. . --·· .-.-/ Z,J ---- -.I_ - ---------- .':f • - T --------- 11 ---- .....__ _J I I I I T I I I -.w- - 't ..-Jll-1 I I I I I + I I - - -----0 --�-------------MATCHLINE: SEE SHEET N/A A34 ROTARY 16 1" STREAM A33 ROTARY 27 .5" STREAM A32 DRIP 21 .5" LA NERI LANDSCAPE ARCHITECTURE "' 1tr Expln111 8/30/19 "' ... �h lj>lA 3:;'l.' f/S"' � Op CAI.I fa 1 1M 1M 1M + + + + + + + + ++ ++ ++ ++ + + ++++++++++++++++ ¢7()�+ + + + L��-+-��+�� KEY MAP I 101ft----� I f 2" -- -� I(\'")r----....J 7 I-' LU LU I I f I w I I LU I I � -I ..�-(� ':E IU - ---- I I I I hrbJ10 - 201ml _-___ i� © A39 ROTARY 26 .5" STREAM A40 ROTARY 29 1.5"STREAM A41 DRIP 18 1 " SOLAR PANEL UPGRADE KEY NOTES EXISTING IRRIGATION HEAD TO REMAIN (CODE INSIDE VARIES). TYPICAL SYMBOL. PROTECT IN PLACE EXISTING IRRIGATION HEAD TO BE REMOVED, TYPICAL SYMBOL. CAP EXISTING HEAD AND RETURN EQUIPMENT TO THEOWNER'S MAINTENANCE DEPARTMENTw INSTALL NEW LATERAL PIPE PER EQUIPMENT LEGEND. SIZE PER PLAN ADJUST EXISTING IRRIGATION TO AVOID OVERSPRAY ONTO SOLAR PANELS, TYP. PROPERTY LINE, TYPICAL SYMBOL LIMITS OF 10' COBBLE AROUND EDGE OF SOLAR PANELS LIMIT OF WORK FOR DEL TA 2: SOLAR PANas ON SLOPE AND ASSOCIATED WORK. REPLACE PLANT MATERIAL IN KINDWHERE NEW IRRIGATION TRENCHING CUTS THROUGH EXISTING PLANTING TO REMAIN ENTIRE SHEET IS APART OF REVISION #2 L 3.0-2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" L.A.3321 REVIEWED BY: &?21'.( <4--Blq\; INSPECTOR I I /"v'/ /!$ I I DATE LANDSCAPE IRRIGATION PLAN FOR: /S/S PHARMACEUTICALS 1---+---+-------------i----t----i-----i---i 1-AP-PR_o_VE_D _: �c-a�;_(_4:_t{�h4:�--.PLANNING �li•Us.{bl 1/16/18 NLA DA TE INITIAL ENGINEER OF WORK SOLAR PANEL ADDITION TO SLOPE REVISION DESCRIPTION DA TE INITIAL OlliER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: -�Js�-1 CHKD BY: -=JN�-1 RVWD BY: PROJECT NO. PIP 09-02 DRAWING NO. 467-4L -......_ -......_ -......_ .. 10 ' . . . . . - I · .......... 'J:. ~ ===--~~ ---. 10 ............ -:-.., ... . . . . . . . . . . . . . . . . . . . . . . . . . . ··1;-::::.:,: .. :'D·:}··_· -· ----1:Z•O - - ' ~ • ·.:1, • :·--. . . -~ . . ... A38 19 1" / - . 1, 928 HORNBLENO sme:E"T, surre: #3 SAN D11:GO, CA 92 109 -----~ a5a/274-3222 ...... •osc WWW.NCRILA.COM ,..1-. -" i I I I I * ± . . -. . . . . . . . ~ . ' ,• . . ,• . . . .. . . 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' . . . ............. . . ¼• . � . . .. - .. 1'/J .. ,� . . .ol • • •• ' ' ' • • ' • ' • I • ' •• ' ' • • . . . . .. . . . . . •. . . ' . . . . . . . . . . . . . . ., . . . . . . . ' 3 I Ir 11111 B Ill Ill Ill Ill a -Ill ---------��--------B IZI ,- IZI ID Ill ID Ill m B"" � I I I 14 -----------w-- - I --------. -------- --- I I Ill I I .... 15 -__,,_ I I II II I ... -- ----/--------MATCHLINE: SEE SHEET N/A -�� \ \ \ _.,,....... -� A44 4 1" - ROTARY STREAM I >rs..: LA I I 1' I I I I .J_ A43 ROTARY NERI LANDSCAPE ARCHITECTURE ---�---r-------50 2" STREAM A42 ROTARY 44 2" STREAM www.NER1LA.COM REFER TO APPROVED DWG 493-SL FOR IMPROVEMENTS INSIDE THIS AREA KEY MAP SOLAR PANEL UPGRADE KEY NOTES i EXISTING IRRIGATION HEAD TO REMAIN (CODE INSIDE VARIES), TYPICAL SYMBOL PROTECT IN PlACE EXISTING IRRIGATION HEAD TO BE REMOVED, lYPICAL SYMBOL. CAP EXISTING HEAD AND RETURN EQUIPMENT TO THE OWNER'S MAINTENANCE DEPARTMENT INSTALL NEW lATERAL PIPE PER EQUIPMENT LEGEND, SIZE PER PlAN PROPERlY LINE, lYPICAL SYMBOL CUT AND cr,p EXISTING lATERAL. DOWNSTREAM HEADS TO BE REMOVED AND RETURNED TO THE OWNER'S MAINTENANCE LIMIT OF WCRK FOR DELTA 2: SOLAR PANELS ON SLOPE AND ASSOCIATED WORK. REPlACE PlANT MATERIAL IN KIND WHERE NEVI' IRRIGATION TRENCHING CUTS THROUGH EXISTING PLANTING TO REMAIN � REINSTALIJ REPlACE DRIP IRRIGATION IN KIND WHERE DISTURBED FOR NEW TREE PLANTING L 3.1-2 APPROVED FOR IRRIGATION AND PLANTING ONL� INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" ENTIRE SHEET IS � r--�4'teq,f� (f/z.,1/lr ' � j APART OF REVISION #2 1/16/18 NLA /3, SOLAR PANEL ADDITION TO SLOPE 'r,4 ·'"" Ne:, DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL L.A. 3321 EXP. osL30L19 REVl�BY: f: ) Gr.= �I 1. •• ,tr INSPECTOR DATE L\-z..�. �� DATE � CITY OF CARLSBAD � 1 PLANNING DEPARTMENT 8 LANDSCAPE IRRIGATION PLAN FOR: /S/S PHARMACEUTICALS I APPROVED: � S=f t:ll ..ffe ll-Z-�-(!.,IPLANNING OWN BY: JS PROJECT NO. DRAWING NO. CHKD BY: JN RVWD BY: PIP 09-02 467-4L --------- __ .,.... + + + + + + -. . . . . . N >{S-J'. II I 0 = II C") II ....J I I-w w -\ I ...., $ \ oo I ti5Z --w--' ttl I l{JJ oo I . ·--\ ~ ~\ \~ \ ....J \ If ~I ;\ <(, 2 I I I ~ .. I 0 10 20 40 © n.ru i i -+ + . . . . \ \ \ 1M 1M 1 1M 1M 1M --- -,.,----,--.---,---,---.,---,----,--.---,---,--.--,---!I-. . , . ' . . , . . . . . . ·I ... . . fl 11 ' I \ \~ \ \ \ I I ' . . .. . . . . . . . N /f I N . 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NUMBER: 01 A UPSIZEVALVE � TOP OF SLOPE I Water Source Information: I FLOW AVAILABLE Water Meter Size: 2" I Flow Available: 70.55 gpm .L PRESSURE AVAILABLE Static Pressure at POC: 95.00 psi Elevation Change: 5.00 ft Service Line Size: 2" Length of Service Line: 20.00 ft Pressure Available:92.00 psi DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: 7 41.62 gpm 70.55 gpm 28.93 gpm Design Pressure: 40.00 psi Friction Loss: 5.28 psi Fittings Loss: 0.52 psi Elevation Loss: 13.42 psi Loss through Valve: 3.21 psi Pressure Req. at Critical Station: 61.46 psi Loss for Fittings: 0.51 psi Loss for Main Line: 5.05 psi Loss for POC to Valve Elevation: 9.96 psi Loss for Backflow: 9.69 psi Loss for Master Valve: 0.55 psi Loss for Water Meter: 1.34 psi Critical Station Pressure at POC: 88.56 psi Pressure Available:92.00 psi Residual Pressure Available: 3.44 psi + + ++ ¾•+ ++ + + ++ ++ + + ++ ++ + + ++ ++ + + + + ++ + + ++ ++ ++ ++++ + + ++ ++'++ + + + + ++ ++ ++ ++ ++ + + + + ++ ++ ++ ++ ++ ++ ++ -++ + + ++ ++ ++ ++ + + ++ ++ ++ + + ++ ++ ++ ++ + + ++ ++ ++ ++ + + + + + + + + ++ + + ++ + + + + ++ + + + + ++ ++ + + ++ + + ++ + + + + + + + + + + ++ ++ ++ + + ++ ++++++++++++++++++++++++-+++++++++++++++++++++++++ l--t+ . . . . � . ' .. . . . . . .• I' t • • ' • ' • ,' • .' .' . . . ' . . .. ' . . . • I • • 0 • • � • ' • , . . . . . . . ' ' . . � . . � ' .• . ' . . . . . ..' . . . ' ... ' .. -�--··-··----··-··-··-··-··-.. -··-··-··-··-··-· --·.. ----· ··-··-··-· -··-··-··-··-··-··-·· i1:> // / / 45J .. . . • l . . ' . . . . . . ' . . . . . . . .' .. ' . ' ....... . EXISTING VALVE MIDDLE OF SLOPE VALVES 2 FROM FAQEO C,B I "'&, I / , . 1r . . . . . .·'. ' -.. ' . / A9 15 1" A10 20 .5" LA / DRIP DRIP NERI LANDSCAPE ARCHITECTURE . .. .. ' . . . .. . . ' .... • • f • . .. / 1/16/18 DATE NLA INITIAL ENGINEER OF WORK / / / / / 0 10 n..n.J / / / / 20 i / / / / $40 i B, SOLAR PANEL ADDITION TO SLOPE REVISION DESCRIPTION A5 34 .5" A4 29 . 5" A3 29 l .5" A2 17 1 " A1 31 .5" A6 14 1" A7 42 2" AS 21 .5" EXISTING SLOPE ROTORS EXISTING SLOPE ROTORS EXISTING SLOPE ROTORS EXISTING SLOPE ROTORS EXISTING SLOPE ROTORS ROTARY STREAM ROTARY STREAM DRIP - SOLAR PANEL UPGRADE KEYNOTES /4'i;:.,. EXISTING IRRIGATION HEAD TO REMAIN (CODE INSIDE VARIES),� TYPICAL SYMBOL PROTECT IN PLACE � EXISTING IRRIGATION HEAD TO BE REMOVED, TYPICAL SYMBOL � CAP EXISTING HEAD AND RETURN EQUIPMENT TO THE OWNER'S MAINTENANCE DEPARTMENT M EXISTING IRRIGATION HEAD TO BE REMOVED AND REPLACED� WITH NEW EQUIPMENT PER THE IRRIGATION SCHEDULE. RETURN EQUIPMENT TO THE MAINTENANCE DEPARTMENT. NOTE, SYMBOL FOR NEW HEAD REPLACING AN EXISTING HEAD IS SHOWN WITH A SINGLE CIRCLE A ADD NEW HEAD TO EXISTING LATERAL BETWEEN ADJACENT� HEADS PER EQUIPMENT SCHEDULE. NOTE, SYMBOL FOR NEW HEAD SHOWN WITH DOUBLE CIRCLE � INSTALL NEW LATERAL PIPE PER EQUIPMENT LEGEND, SIZE PER �PLAN � ADJUST EXISTING IRRIGATION TO AVOID OVERSPRAY ONTO "'7 SOLAR PANELS, TYP.EXISTING IRRIGATION MANIFOLD TO REMAIN, PROTECT IN PLACE PROPERTY LINE, TYPICAL SYMBOL EXISTING RECYCLED WATER MAINLINE. NO CHANGES ARE PROPOSED TO THE MAINLINE M CUT AND CAP EXISTING LATERAL DOWNSTREAM HEADS TO BE� REMOVED AND RETURNED TO THE OWNER'S MAINTENANCE DEPARTMENT A ADD PRESSURE REGULATORAND FILTER TO EXISTING VALVE FORV NEW DRIP SYSTEM, SEE DETAIL CC/ LJ.9/.:'-,._ EXISTING MAINLINE AND MANIFOLD TO REMAIN, PROTECT IN 'l;:Y PLACE. ACTUAL MANIFOLD LOCATION IS 1' FROM BACK OF CURB A LIMIT OF WORK FOR DELTA 2: SOLAR PANELS ON SLOPE AND V ASSOCIATED WORK. REPLACE PLANT MATERIAL IN KIND WHERENEW IRRIGATION TRENCHING CUTS THROUGH EXISTING PLANTING TO REMAIN, TYP. WHERE OCCURS � ADJUST EXISTING IRRIGATION HEADS TO COVER NEW TREE V PLANTING A._CRITICAL VALVE. CONTRACTOR TO VERIFY THE PRESSURE AT"<)Y THIS VALVE PRIOR TO CONSTRUCTION. IF THE PRESSURE AT THISVALVE IS FOUND TO BE BELOW 62 PSI CONTACT THE LANDSCAPE ARCHITECT L 3.2-2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" ENTIRE SHEET IS �� l!/41/1g •tAPART OF REVISION #2 -+. -1'-1� � DATE INITIAL DATE INITIALOlHER APPROVAL CITY APPROVAL L.A. 3321 EXP. 06,:'.30,:'.19 REVl�Y: J ��A j INSPECTOR DATE 11--U.-i.e DATE � � CITY OF CARLSBAD 2 PLANNING DEPARTMENT 8 LANDSCAPE IRRIGATION PLAN FOR: /SIS PHARMACEUTICALS I APPROVED:� I½:B\..s:lr , (l,U,..�'b PLANNING DWN BY: JS PROJECT NO. DRAWING NO. CHKD BY: JN RVWD BY: PIP 09-02 467-4L • • I • • • • • • • • •■ • • • • • ........ . . • • I • • .. • • •• • • • . . .• . . . . . . . . . . .. . . . . . . . . . . . . .. . . ... . . s..Q --~--- -U--"-.._,--------84' FROM LIGHT $LE -------- I . . ;. . ·, . . ·. . . • . i • . .• • • -· • . 3 ' 't., ✓ / . . . . . . . . . . ' ..... . . ---------··---··-·· ··-··-"-·· -----··--·-·---·· / / . ..... I 1:,} / / /; I /: ,,; I /,: I.:'.! ,,; /; /,/ /z . .•.. · .. j . · .... ·-··-··-··--·----·· ··--·-·--··-··-·· .. ··-··--·-·•-----·-··-··-··-··--·----·-··--·-·· --··-··-··--·-·· .. ··-··--------·-··-----·-·· . I , /; /,' ,,; /,: I I w •------------ -II 11 T""" ...J 1-w w I Cl) w w Cl) w z ...J I (.) \ ---�- 0 10 20 «> fl'\ i\J\J _, 11111111111111111111!11111 w I -£> I I I I ', I, , I I I I I I I I I I I --------- I I I I SD I I 0 I I I / LA , I , NERI LANDSCAPE ARCHITECTURE A11 DRIP 27 .5" A12 DRIP 31 .5" A13 DRIP 37 .5" KEY MAP SOLAR PANEL UPGRADE KEY NOTES � LIMIT OF WORK FOR DEL TA 2: SOLAR PANELS ON SLOPE AND '<::7 ASSOCIATED WORK. REPLACE PLANT MATERIAL IN KIND WHERE NEW IRRIGATION TRENCHING CUTS THROUGH EXISTING PLANTING TO REMAIN �ADJUST EXISTING IRRIGATION HEADS TO COVER NEW TREE � PLANTING L 3.3-2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" ENTIRE SHEET IS APART OF REVISION #2 ___;#!<eP4�---:_ (/ (-u(t � L.A. 3321 EXP. 06/30/19 REVIEWED BY: t�_d � r;(I ;.&: DATE INSP� fsHEETl CITY OF CARLSBAD l---+----,1-------------+--+--+---t---l l_±U PLANNING DEPARTMENT 1---+------'1-------------+---+---t---t------f � � 1/16/18 NLA DATE INITIAL ENGINEER OF WORK SOLAR PANEL ADDITION TO SLOPE REVISION DESCRIPTION <\-. 'lo •B DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LANDSCAPE IRRIGATION PLAN FOR: I APPROVED: PLANNING OWN BY: CHKD BY: RVWD BY: /S/S PHARMACEUTICALS fta{( Cz e 11-4:: JS PROJECT NO. JN PIP 09-02 11��-lib I DRAWING NO. 467-4L N I . ('I') • • - MATCHLINE: SEE SHEET L 3.2-2 ~--~~~------~~~ I I 5 / --- .7 ! I I I I ' I I I/; I I /, I; /;1 I /, ... I// I / I/ I 1-/, I ~I I I I ~ I I I I I IZl I / I /, I /; /;, /, I 0 % /,J /; "' , 9.28 HORNBL.END STREE,T, SUITE # 3 SAN DIEGO. GA 921 858/274-322 WWW.NERILA.C.OM ------- 1 '.-----========~-- ~~~-1----+-+---------+---+--t-----t---1 ------------ -II !I ' I "' '-HYDROZOt)IE DIAGRAM .,;-' "' .....__ " ..__ .,,. ,_ ,, --1111 r ....... _ -I ........ 1: l I, �•-• ------- ' ..... :::. :-:·.:...., ....············--.:.·· --.s.,._ - - ---- -- ij I I I --------_J ---------+--_/ \ \ \ \ \ t t _....-...,;,_·.·. HYO 1 . . ' ........ � . · ... . � ... . CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) PROCESS STEP NO. (BELOW) EVAPOTRANSPIRATION RATE (ETo)* 1 CONVERSION FACTOR 2 (STEP 1 X STEP 2) 3 PLANT FACTOR (PF)**4 FROM WUCOLS, VLW-HW) (0.1 · 0.8) AREA OF HYDROZONE 5 (SQ. FT.) (HA) (STEP 4 X STEP 5) 6 IRRIGATION EFFICIENCY (IE)***7 (STEP 6 / STEP 7) 8 (TOTAL ALL STEP 8 + TOTAL 9 SLA SQ. FT. IN STEP 5) (STEP 3 X STEP 9) ESTIMATED TOTAL WATER USE 10 IN GALLONS PER YEAR· TOTAL SHALL NOT EXCEED MAWA 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 .. PLANT FACTOR 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 A1 0.3 12,452 3,735.6 0.75 4,980.8 HYDROZO�E NUMBER (1-5 WITH SLA ZONE BELOW) A2 A3 47 0.62 29.14 0.3 0.3 4,483 1,852 1,344.9 555.6 .80 .70 1,681.1 793.7 7,455.64 217,257 GALLONS PER YEAR ***IE MICRO 5PRAY = .80 SPRAY= .55 ROTOR=.70 BUBBLER= .75 DRIP = BO 0 = OTHER (MP ROTATORS)= .75 CITY OF CARLSBAD MAXIMUM APPLIED WATER USE (MAWA) CITY OF CARLSBAD ESTIMATED WATER USE (MAWA) MAWA = (Eto)(0.62)[(ETAF x LA) +(ETAF-1) x SLA] =(47)(0.62)[(0.45x18,787) + (0.45-1) x OJ =(29.14)[8454.15 + .55 x OJ MAWA = 246,354 GALLONS PER YEAR ETWU = 217,257 GALLONS PER YEAR MAWA = 246,354 GALLONS PER YEAR SLA >< >< --------- ---------- WATER CONSERVATION LEGEND - PROPOSED LANDSCAPE AREAS TO BE IRRIGATED WITH RECYCLED WATER HYDROZONE1 -----__,. HYDROZONE3 -- CONSISTS OF LOW WATER USE PLANT MATERIAL WITH OVERHEAD IRRIGATION (MP ROTATORS) CONSISTS OF LOW WATER USE PLANT MATERIAL WITH OVERHEAD IRRIGATION (ROTORS) HYDROZONE2 CONSISTS OF LOW WATER USE PLANT MATERIAL WITH SUBSURFACE DRIP IRRIGATION WATER EFFICIENT LANDSCAPE ORDIN ANCE CERTIFICATION STATEMENT I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIG.�TION PLANS CONTAINE IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE COMPLIANCE WITH THOSE REGULATIONS AND REGULATIONS. I HAVE PREPARED THIS PLAN IN THE LANDSCAPE MANUAL AND AGREE TO COMP SUBMITTING CONSTRUCTION DOCUMENTS. I CE REGULATIONS TO PROVIDE EFFICIENT USE OF W LY WITH ALL REQUIREMENTS WHEN RTIFY THAT THE PLAN IMPLEMENTS THOSE ATER. 1/7/18 JAMES P. NERI DATE NERI LANDSCAPE ARCHITECTURE / / HYD3 / / I I I I / / / / / I I I / / / / / / / / / / , 0 20 40 80$ . ilJ\J .... , _lllllllllllm, SCALS,f"40' L 3.4-2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" LICENSED LANDSCAPE ARCHITECT, RLA#3321 ENTIRE SHEET IS -'---,r /. ., ' (l/z:.-1 /1 e, LA NERI LANDSCAPE ARCHITECTURE 928 HORNBLD,1.0 S'rREE::i, SUn'E # 3 SAN DIEGO, CA 92109 --B5B/274-3222 WWW.NERILA.COM 1/16/18 NLA ,2\ SOLAR PANEL ADDITION TO SLOPE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION APART OF REVISION #2 -f, +. I'-'-<r"'- DATE INITIAL DATE INITIAL O11-IER APPROVAL CITY APPROVAL L.A. 3321 REVIEWED BY:l�&�INSPECTO-• EXP. osL30L19 f-[bl� i i DATE ll-.-U.1� DATE � CITY OF CARLSBAD � 4 PLANNING DEPARTMENT 8 LANDSCAPE IRRIGATION PLAN FOR: /SIS PHARMACEUTICALS I APPROVED: � c.i-' t::-)\.A"" tJ,-z_<i.. �BI PLANNING OWN BY: JS PROJECT NO. DRAWING NO. CHKD BY: JN RVWD BY: PIP 09-02 467-4L ..................... -........___ ............ -........___ ' -- ---\ _J~~ ~ - r . -. - ~ - ...: - -' - .~~~.l·· ... ·;:.. • •. ··&.<.. ;.., n~-LJ~..,.-; ........ ~ ~' .. l~ .. ' ' I / ~ ->-< -->< ' ' I ' ' ' - I - -)Hv(JfJ~ - 11 II ( \_ 0 10 i\f1f ·r------·-::> ' "" ''" '" .. . ,,,, ~' ,, ' . '·,, ·:," ''"· "· '•,"•· ,...._. :;,.,,, '"'·~ ,.,L, ·-~- \i fv1ATCHLINE: SEE SHEET N/A ~HETARBf25 '\J 7o<rAI + + + + 4"-6" ROCK/ RUBBLE (3" CRUSHED SAN MARCOS GRANITE FROM RCP SAN MARCOS) OR + + + APPRO~i~:l~~~~~::3~;E~~ + --1:. ' ' +"'_i'l +' + ... + ;+ + + APPROVED EQUAL) QTY. APPROX. 1,739 SF N ; KEV' MAP 3~ CRUSHED ROCK (3" CRUSHED SAN MARCOS GRANITE FROM RCP SAN MARCOS) OR APPROVED EQUAL OVER WEED FABRIC (TYPAR 3301 OR APPROVED EQUAL) QTY. APPROX. 2,202 SF P77 Ls] KEY NOTES SOLAR SLOPE <fly PROPOSED SOLAR PANELS <Bfi.> 10' OFFSET FROM EDGE OF PANELS. REMOVE V TREES AND GRIND STUMPS FLUSH WITH GRADE. CLEAR AND GRUB REMAINING VEGETATION WITHIN 1 O' LIMIT {? TREE TO BE REMOVED, TYPICAL SYMBOL <€l> PROPERTY LINE, TYP. SYMBOL <@> ALL PROPOSED PLANTING SHOWN INSIDE THE 10' OFFSET SHALL CONFORM TO PLANTING REQUIRED FORA-1 FUEL MODIFICATION ZONES <€.? TREE ROOT BARRIERS TO BE INSTALLED WHERE TREES ARE PLANTED WITHIN 5' OF HARDSCAPE PER DETAIL D/ L4.6 <be:i> IF DAMAGED BY CONSTRUCTION, REPLACE "./ EXISTING PLANT MATERIAL IN KIND WHERE SHOVVN TO REMAIN, TYP. ~ LIMIT OF WORK FOR DELTA 2: SOLAR PANELS ON SLOPE AND ASSOCIATED WORK. EXISTING PLANTINGS SHOWN WITHIN THE LIMIT OF WORK SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE OR ARE SHOWN WITH A REPLACEMENT MATERIAL. GROUND COVERS SHOWN BELOW NEW PLANTINGS ARE TO REMAIN OR BE REPLACED IN KIND. GENERAL NOTES: 1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN Af-J APPROVED DRAINAGE SYSTEM. 2.THE CONTRfl,CTOR SHALL CONTACT THE LANDSCAPE ARCHiTECT PRIOR TO BEGINNING LANDSCAPE VVOF{K TO REVIEW THE FINAL PROjECT UTILITY LOCATIONS Al',O ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEi/i/. ENTIRE SHEET IS A PART OF REVISION #2 NTS L 4.0-2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA L.A. ___ _ EXP. DATE REVIEWED BY: LA INSPECTOR DATE !:---+-----+-----------+---+----1---+--~-r;:::=sH::::EE:::::;T ;-:=..::;:c.,,,;;1=1;::::,=y~~O~F;::::...::::C..;::::::.A~R~L~S::::::;,,B;;;:::..A::::::;,,D;::::...~,I :;;:;::;;;;~I 45 PLANNING DEPARTMENT 8 N.EH.I LANDSCAPE ARCHITE:CTURE 928 HORNBLE~lD STRF.ET, SUITE # 3 .SA."-l DIEGO, CA 92109 B58/274-3222 De-~- WW\</.NE'.Hlu'.COM \..p...N .JCAl>,t -., ~ fr/;;}j~ "' --~------=y------i 1:"-( Expire9 6/J0/19 u' ,; '1-'LA 33'1,.\ ~:-/',.,, off <: OF CAL\°" 1/16/18 NLA _ SOLAR PANEL ADDITION TO SLOPE DATE INITIAL DATE INITIAL ENGINEER OF WOR~~ REVISION DESCRIPTION OiHER APPROVAL LANDSCAPg PLilN'flNG PLAN FOE: /SIS PHARMACEUTICALS APPROVED: 4otE:.{~4 _'-b+-c 'b PLANNING ,..f.1~ rt~ UWN SY: _ __,,;; __ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: JN CllY APPROVAL RVWD BY: PIP 09-02 467-4L ('J I 0 • ~ ,..J I-w w I (I) w w (f) w z ' .....a I 0 ~ ~ t . j -i ./ ~✓1ATCHLir'>JE: SEE SHEET f-.J/A 41 IRHA MOU 5 gal 521HETARB Q 15GAL \.'J LA NERI l..ANDSCAf"E ARCHll'ECTURf: 928 HORNBLENO STHEEr, sum:: it 3 SAN Dre:oo, CA 92109 ~--~ B58/274-3222 "" " !' w w (J) • 0 w 17 ! I i ' ' WWW.NE:RIL\..CO,\J t,_;~\_}',ND~~(" -</~ t; ~-?, 'S:, .-.z,;~ ~ Lit-o' "' ----f' ¾ Expires 6/J0/19 '" ?;," ,?LA 331,'> r<' 1116/18 DATE NLA INITIAL or CAL\ ENGINEER OF WORK ~ h\ SOLAR PANEL ADDITION TO SLOPE REVISION DESCRIPTION KEY tv1AP KEY NOTES SOLAR SLOPE <f;!}> PROPOSED SOLAR PANELS ~ 1 O' OFFSET FROM EDGE OF PANELS. REMOVE TREES AND GRIND STUMPS FLUSH WITH GRADE. CLEAR AND GRUB REMAINING VEGETATION WITHIN 10' L!MIT 129 TREE TO BE REMOVED, TYPICAL SYMBOL ~ PROPERTY LINE, TYP. SYMBOL ~ ALL PLANTING SHOWN INSIDE THE ·JO' OFFSET SHALL CONFORM TO PLANTING REQUIRED FOR A-1 FUEL MODIFICATION ZONES <f,1/ TREE ROOT BARRIERS TO BE INSTALLED WHERE ' TREES ARE PLANTED WITHIN 5' OF HARDSCAPE PER DETAIL D/ L4.6 <Qg, IF DAMAGED BY CONSTRUCTION, REPLACE " EXISTING PLANT MATERIAL IN KIND WHERE SHOWN TO REMAIN, TYP. ~ LIMIT OF WORK FOR DELTA 2: SOLAR PANELS ON SLOPE AND ASSOCIATED WORK EXISTING PLANTINGS SHOWN WITHIN THE LIMIT OF WORK SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE OR ARE SHOWN WITH A REPLACEMENT MATERIAL. GROUND COVERS SHOWN BELOW NEW PLANTINGS ARE TO REMAIN OR BE REPLACED IN KIND. GENER.AL NOTES: ·1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEvV. El\JTIRE SHEET IS A PART OF REVISION #2 r L 4.1-2 APPROVED FOR IRRIGATION AND PLAt'-1 Tl NG ONLY, l~~CLUDING PRECISE LOCATION OF PLANTING AREA LA. EXP. DATE REVIEWED BY: INSPECTOR DATE --· SHEET CITY OF CAl<LSBAD SHEETS 46 PLANNING DEPARTMENT 48 LANDSCAPE PLJ\N1'lNG PLAN FOR: /SIS PHARMACEUTICALS APPROVED: (4!QC ~f:(v..Jr f-':t-1"0 PLANNING 4.<-\-.1~ ~ OWN BY: JS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JN OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 09-02 467-4L -~~r- + + + + ' + + + + + + + + + + + + + 4"·6" ROCK/ RUBBLE (3" CRUSHED SAN MARCOS GRANITE FROM RCP SAN MARCOS) OR APPROVED EQUAL OVER WEED FABRIC (TYPAR 3301 OR APPROVED EQUAL) QTY, APPROX, 4,5'13 SF 3" CRUSHED ROCf( (3" CRUSHED Sf\N MARCOS GPANITE FROM RCP SAN MARCOS) OR APPROVED EQUAL OVER WEED FABRIC (TYPAR 3301 OR APPROVED EQUAL) QTY. APPROX. 14,888 SF 16 LAU Sft:2 '15 gal HET ARB i5GAL 0 0// ~' ,, v~ el i ' , ,' .u...· ,., . ~ , ,,~:9)j,f,1('3~,7~ r ,, ~-' ' '"' ' ' ~-,.. 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'•< ·::: w:;H;~i:fa;;,:"';"'''.:c,,:c,:c:·;,\,\\:·.,./.0c' • ~\, / • :>\ •\• ·· · 1(-·,.. •11,,;,•ct,,: ',:cs .. ' .',.:t'it,t ... ·:r. ;'" , / .... \_ V. • "/ i! -· ' ,,,f''(''\Y:1!i.~>','weiti,';,t;j ~·~·. \ ·-: / \ l\/ ,7; -X ~-----i ., =:,-~~-I X ~ .. ,/,/ ,,,..r·,c· %.. , , .. /Jj') ftt'-.-.., • ,, ~ v/ . '].;ti~:~~:::< ,.. '-, ' '-..,,, I '-.,{ !''-, / ' \::<~ / . ' ',, 'I.,."< ·' ' ,,r:· ... , . -· / '\ ,/ >\'~ ·"' ". ' j ;!\, , .. · ,/.,.. '\, ,· u,····· · • 1''--<j)Q> . ,, " "••,,,/ / \ / '' / KF'Y iVIAP KEY NOTES SOLAR SLOPE 4!}> PROPOSED SOLAR PANELS ~ 10' OFFSET FROM EDGE OF PANELS. 'v REMOVE TREES AND GRIND STUMPS FLUSH WITH GRADE CLEAR AND GRUB REMAINING VEGETATION WITHIN 10' LIMIT ~ TREE TO BE REMOVED, TYPICAL SYMBOL /.~PROPERTY LINE, TYP. SYMBOL ~ ALL PLANTING SHOWN INSIDE THE 10' • OFFSET SHALL CONFORM TO PLANTING REQUIRED FORA-1 FUEL MODIFICATION ZONES <FF'> THEE HOOT BARRIERS TO BE INSTALLED V WHERE TREES ARE PLANTED WITHIN 5' OF HAROSCAPE PER DETAIL DI L4.6 GENERAL NOTES: 1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS)AWAY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLAi~TING TO FULLY SCREEN ALL UTILITIES FROM VIE'N. ENTIRE SHEET IS A PART OF REVISION #2 ~ EXISTING CONCRETE MOWCURB ~ EXISTING VEGETATION WITHIN 10' ry OF SOLAR ARRAY CONFORMING TO THE A-1 FUEL MODIFICATION ZONE TO REMAIN THIS SIDE OF MOWCURB. REMOVE ANY VEGETATION OVER 3' IN HEIGHT AND REPLACE ANY BARE OR DISTURBED AREAS WITH MYOPORUM 'PINK' PER THE PLANTING SCHEDULE M LIMIT OF WORK FOR DEL TA 2: SOLAR ~1/ PANELS ON SLOPE AND ASSOCIATED WORK EXISTING PLANTINGS SHOWN WITHIN THE LIMIT OF WORK SHALL REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE OR ARE SHOWN WITH A REPLACEMENT MATERIAL. GROUND COVERS SHOWN BELOW NEW PLANTINGS ARE TO REMAIN OR BE REPLACED IN KIND. ~ SITE LINES, PROPOSED PLANTING DOES NOT BLOCK VIEWS L 4.2-2 APPROVED FOR lr~RIGATION AND PLANTING ONLY, li\lCLUDING PRECISE LOCJ\TION OF PLANTING AREA L.A. ___ _ EXP. ___ _ DATE REVIEWED BY: i\f\.r1 ~ ff\ iv c=====~====i================================~c====i::::::::::Jc:::===J====~r;:::==~:::'N:::S:;P;:;E~C:;:TO~R=:::;::::::::;:::='.:;::::====:DATE ' SHEET CITY OF CARLSBAD fsREETSl LA 47 PLANNING DEPARTMENT ~ LANDSCAPE PLANTING PLAN FOR: !SIS PHAR~AACEUTICALS APPROVED: ✓ £\k:>-f ±·4::-(~ 1/16/18 NU\ SOLAR PANEL ADDITION TO SLOPE DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION 'r' -+-i"" ~ D\-1/N-BY: "~ PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JN OTHER APPROVAL Cl fY APPROVAL RVWD BY: PIP 09-02 467-4L fl~~~~~-~~--~~~~vv~-~-~v~-,~---v~~-~✓~✓~,-~~v~~~~~-v~·vvv~~~~~~~-~~-~~v-v_~~vvv~.-~,~~-~~~y~~~~~-~ ~AA-rCHLH\JE: SEF Sl-1EET L 4.2-2 , 0 10 l!O 40 rf\ ilJ\r"i ..................... ,.J ·w- PLANT SCHEDULE TREFS CODE BOTANICAL NAME COMMON NAME SIZE 0 LAU SK!. LAURUS NOBILIS 'SARATOGA' SVVEET BAY 15 GAL U,U SAR LAURUS NOBILIS 'SAF<r'l;TOGA. SVVEET BAY .24'1BOX PIN HAL PINUS HALEPENSIS ALLEPO PINE 24"BOX ~ (5J SHRUBS 0 i ® QUE AGR QUERCUS AGfl.lFOLIA CODF BOTANICAL NAME HETARB RHAMOU HETEROMELES ARBUTIFOLIA COAST LIVE OAK COMMON NAME 24"80X Rl-lAMNUS CALIFORNICA 'MOUND SAN BRUNO' CALIFORNiA COFFEEBERRY 5 GAL TOYON SlZE 15 GAL GROUND COVERS CODE BOTANICAL NAME COMMON f'-JAMr:: SIZE MYO Pl2 MYOPORUM PARVIFOLIUM 'PINK' TRAILING MYOPORUM FLAT / / DETAIL REMARKS NL4.6 Al L4.6 A/ L4.6 DFTAil REMARKS 8/ L4.6 Bf L4.6 Ci L4.6 R~MARKS INSTALL PLA.NT MATERIAL AT EACH DRIP EMITTER / LA KEY MAP ENTIRE SHEET IS A PART OF REV!SlOi\J #2 GENERAL NOTES: 1. PROVIDE POSITIVE SURFACE DRAINAGE (2% GRADE IN PLANTING AREAS) A\/1/AY FROM STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. 2.THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW THE FINAL PROJECT UTILITY LOCATIONS AND ADJUST PLANTING TO FULLY SCREEN ALL UTILITIES FROM VIEW. L 4.3----------------2 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDll'IG PRECISE LOCATION OF PLANTING AREA L.A.___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l---+---l--------------+----J--+--+--II SH4'E8ET I CIT.Y OF CARLSBAD SHEETS '.:==:::::'.-====P'::L::A:'::N::N:::::IN:::G=D::E::P:::::A:'::R::TM:::E::.N::::T==:::::'._:::::=4=8= i r--t---+-----------------+--+--+---+----l [ i L..illDSCAPE PLANTING PLA."'I FOR: /SIS PHARMACEUTICALS f---+---f----------------+---t--+---t---l APPROVED: [ /-'.:..((-. L- ---'--" ~4,.~~ -+-<+-('i? 1-:==+-=-:--h:-:--:-:--:-::-:-:=-c-::=~=--:-c--:c------t---1---l-.,--,---l---,--! PLANNING i--"1/c;.16"=1""18'-+,,'",;;·lL::.A:-+/2'"" .. -'-"S::<.O=:!LA-".R.'..cP'-.'.A.::.N-.c'Ec,,.L.ceAc::.Doe.Dlc-T:.:,IOc.,l"J'-'TC:O._,S,c·LccO,_PE=------~--1---1-+!.:..<-\-=-l'e>-'=:j~N~:!:C-:::.__i ::_;D~W~N;:;;;B~Y:=::::;JS;;=::::;-;::::==P=R=o=J=Ec=1=· =M=o=. =:::::;;=D=R=A=Wl=~=IG=Mo DA1E INITIAL DATE INITIAL DA1£ INITIAL CHKD BY·. _ JM ·- RE\/ISION DESCRiPTION PIP 09-02 467-4L OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER CF WORK ~ , , ' , , • ' ' < < ' ' • . l < ' , , , , , ' l , , ' , ' ' , l ' , ' ' ' ' ' ' , '