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HomeMy WebLinkAboutDWG 460-1L; MS 07-02; CARLSBAD PASEO; 01-23SHEETS L-1.01, L-3.02 AND L-4.02 SHEETS L-1.02, L-3.03 AND L-4.03 SHEETS L-1.03, L3.04 AND L-4.04 ----------------------n SHEET INDEX "'--· --• -• · -• • --.;;:=:;-...;=:;=-rrr,--r--;· --••-••-••-1F I , _J --••-•• ,------. ■ I __ _.,_ ... SHEET SHEET# DESCRIPTION -----------I ---I • • -______ ... a. • .-•---------~ --------------. -------------I -------·· If!,--••-·· -,--r-"i" V '~~'==;==;;;;;=rr?rf-17 - o,.~• 111--2 {\ \ 1 • • ' \ \\\ 'J - LEGEND: (i) 0 ® 0 ® @ ® @ @ ® @) @) @ @ ENHANCED PAVING AT VEHICULAR ENTRY ENTRY MONUMENT WITH PROJECT SIGNAGE 42" HIGH HEADLIGHT SCREEN WALL INFORMAL PLANTING ALONG PASEO DEL NORTE FRONTAGE P,lcLM 1'-PtB G8l:9R AGOEPFFO 11,"f RETAIL FR8PH,t8E SPECIMEN ACCENT TREE AT RETAIL PARKING COLORFUL ACCENT PLANTING IN ROWS, ABSTRACTION OF FLOWER FIELDS ENHANCED PEDESTRIAN LINKAGE WITH ENHANCED PAVING AND PALMS WATER FEATURE OUTDOOR SEATING AREA PAD SITE UNDER SEPARATE PERMIT PROPERTY LINE PARKING LOT SETBACK LINE UNDERGROUND STORM DRAIN AND DRAINAGE EASEMENT LANDSCAPE SIGHT LINE 881 ¥1EW E/tBEMEPlo/ PER 81:PY: er e, .. RLOB,•:□ WATER EASEMENT EXISTING SIDEWALK TO REMAIN ' ' ■ I I I --•---1 11 ~~:--1 I I I-~,,--,,...._-......._- / 88 :" 11 I -I I ■ ----• 75 I I I O II I 11 • 11 11 11 ! I i I I . 11 :c- ~- I --1 + / ------- PAVING SCHEDULE I-- I SYMBOL ITEM/DESCRIPTION MANUFACTURER @D CITY STANDARD CONCRETE - • ---- . ----- COLOR/FINISH NATURAL GREY/BROOM 9" x 5 112" KEYSTONE PAVER IN TERRA COTTA, (§) PRECASTCDNCRETEPAVERS 80 MM (VEHICULAR CONDITION) OLSEN PAVINGSTDNE, INC, CHAMFERED EDGE. SEE SHEETS L-1.01 THROUGH L-1.03 FOR LAYOUT CONFIGURATION. (§D CAST IN PLACE CONCRETE DAVIS COLOR SANDSTONE/LIGHT SANDBLAST PAVING WITH INTEGRAL COLOR (VEHICULAR CONDITION) @) CAST IN PLACE CONCRETE NATURAL GREY/MEDIUM SANDBLAST @) CAST IN PLACE CONCRETE DAVIS COLOR TERRA COTTA/LIGHT SANDBLAST WITH INTEGRAL COLOR ' @) CAST IN PLACE CONCRETE WITH INTEGRAL COLOR DAVIS COLOR SANDSTONE/LIGHT SANDBLAST (§) PRECAST CONCRETE PAVERS OLSEN PAVINGSTDNE, INC. HONEYCOMB PATTERN IN B-3 COLOR BLEND 60 MM (PEDESTRIAN CONDITION) (§) CAST IN PLACE CONCRETE DAVIS COLOR WITH INTEGRAL COLOR INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FORA FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FORM" FAX TD: 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 TERRA COTTA/LIGHT SANDBLAST, SAWCUT PATTERN PER PLAN GENERAL IRRIGATION NOTES: ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TD THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER." APPROVED CONTRACT BACKFLDW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CI.CARLSBAD.CA.US/PDFDOC.HTML?PID:340 . . . SITE • l L-- __I L-- 1 2 3 4 ----- VICINITY MAP -l--l--+:.::lC.---1---1-l -,_ V ! V I I I I a I V -.'} EX fl 1EVD1 LATDM... / I/ • ' ! ,I [§] -1-< lo -f- - -h- -f- - -H -f- \" t 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ---------------------- '~ACIFlc::·· -OCEAN _ LOCATION MAP PROJECT SITE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FDR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROGRESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FDR PROJECT DESIGNS. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND A,J,.lrlSQ~IJJITIDNS OF APPROVAL RELATED TO LAND P G. I GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANllNG ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 ENGi N EER'S SIGN A TU RE APPRO\'EDREI/ IEIAl&"P &Y: 1---+--~"-P'-'L=-Ac.:N__,C"'-H"'E-"-CK"--""S""U.,,BM-"'l-'-TT"-A'-"-L-'0"'3'---"'o2=--_,2,,:0::c_D9".___+---+--+---+---l PLAN CHECK SUBMITTAL 12-09-2008 '--~!=lili~~d= .. ~--'-4-✓-------11,j .2,ATijD1 ENQNEE~N CHECKER ~ ~ PLAN CHECK SUBMITTAL 09-10-2008 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL QT.,ER APPROVAL CITY APPROVAL eo L 1.00 L 1.01 L 1.02 L 1.03 L2.01 L2.02 L2.03 L2.04 L2.05 L2.06 L3.01 L3.02 L3.03 L3.04 L3.05 L3.05A L3.06 L4.01 L4.02 L4.03 L4.04 L4.05 LS.01 0 s COVERPAGE ENLARGEMENT A ENLARGEMENT B ENLARGEMENT C CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION ELEVATIONS CONSTRUCTION ELEVATIONS IRRIGATION RECYCLED WATER TITLE SHEET IRRIGATION PLAN: PLAN A l~P•GA,.ION PLAN: PLAN B IRRIGATION PLAN: PLAN C IRRIGATION LEGEND IRRIGATION CALCULATIONS IRRIGATION DETAILS PLANTING OVERALL PLAN PLANTING PLAN: PLAN A PLANTING PLAN: PLAN B PLANTING PLAN: PLAN C PLANTING DETAILS WATER USE PLAN w NORTH E 80 120 ----- SCALE IN FEET SCALE: 1" = 40'-0" "AS BUil T" L.A.___ EXP. ___ _ DATE REV,EWEO BY: INSPECTOR DATE I SH1ET I CITY OF CARLSBAD ~ L_Q__J PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO DWN BY: PROJECT NO. CHKD BY; __ _ RVWD BY: MS 07-02 SHEET NO. L-1.00 DRAWING NO. 460-1L • - •• v CULVERT WALL & GUARDRAIL 2,3 L-2.04 GUARDRAIL RUNS FULL LENGTH OF WALL -,-· -. ·-. ·-.. _ .. _ .. _ .. ..Ii',,;_.·-.·-.·-··-.·-.·-··-.·-··-.·-· __ .. _.·- PA =-r-----"'i ~==r=v•~==l=~-.=,-\ ~ r ---~··-· PA \ • \ r • • \ \ • \ • • \ • • \ • PA • \ • • \ • • \ \ \ ' I ----\ \ \ _J \ • • \ • • \ • • \ PA i \ \ I \ I \ I~ \ \ --------- \ ~\1\ -----------1 I • • \ • • \ • • \ • • PA I 7 \ -.,....,...,.... --1 I _j • L PV04 PV04 \ --"°,ccdJp=J.==\'~=""'-PA-=1==4-=c=YPA ""=oc!== "=-~ \.~~-~-,~-,~~-~-~~~~ PA PA . . . . ----• ------- '------f18 i scrEEN WALL (SIMILIAR) I PA PV04 l ' 6 L-2.02 PILASTER 42"SC EENW L ••..,■••-··-· ,r-1"1'( ~p p • ---~er---+-- II ®r __ _J___ ----er---- II PA 2 L-2.01 PAVERS AT ASPHALT ADJACENT I fl PA = I PA ,,;==~==i'=~c== ~l--,L.:::....:.'..1------+-=__-1Jt. 37'-6" ~ 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 I I I I I I I I I --...I-__, I I 14 PA 14 PA ei>----- @;,------ ei>---- ®r----- PAVERSaATL__ ASPHALT ADJACENT I T I I i+--1 I I I I IN wl:: zI I -_J =E1 r- ~l tlj <( I ~I~ 1m I I I I I I I I I I PV02 LEGEND: CD ® ® 0 ® © 0 ® ® @ @ @ @ @ ® @ ENHANCED PAVING AT VEHICULAR ENTRY ENTRY MONUMENT WITH PROJECT SIGNAGE 42" HIGH HEADLIGHT SCREEN WALL INFORMAL PLANTING FRONTAGE ALONG PASEO DEL NORTE FROP41i'.0E n ENTS M RETAIL SPECIMEN ACCENT TREE AT RETAIL PARKING COLORFUL ACCENT ABSTRACTION OF F:OLANWERTING IN ROWS, FIELDS ENHANCED PEDESTR ENHANCED PAVING~~ il~~GE WITH WATER FEATURE OUTDOOR SEATING AREA PAD SITE UNDER SEPARATE PERMIT PROPERTY LINE PARKING LOT SETBACK LINE UNDERGROUND STO EASEMENT RM DRAIN AND DRAINAGE LANDSCAPE SIGHT LINE 30' \'IE\Al EJl,GEMEPH p l:MVBS~E M~r~u~; R GHY OF Gl'cRLGBAB WATER EASEMENT EXISTING SIDEWALK TO REMAIN GRAPHIC KEY I I ,··-, _,, ,;;:_;" .. .,) 30" SCREEN WALL ELEVATION PAVED MEDIAN SEE CIVIL DWGS. ------.. _ __,.i. -'--I 1 DA TE INITIAL ENGINEER OF WORK GENERAL NOTE· APP ONLY, INCLUDING PRE~l~~EEo~~R IRRIGATION AND PLANTING PLAN CHECK SUBMITTAL TION OF PLANTING AREA. PLAN CHECK SUBMITT 09-10-2009 PLAN CHECK SUBMITT;~ 08-27-2009 PLAN CHECK SUBMITTAL ~;=~4-2009 PLAN CHECK SU 2-2009 PLAN BMITTAL 12-09-2008 CHECK SUBMITTAL 09-10-2008 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL REVIE~BY: /1~~4-~-~ INSPECTOR I S2ET I CITY OF CARLSB PLANNING DEPARTMENT AD DATE DATE ~ L4_J IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPRC)~· PLANNING DWN BY: CHKD BY· RVWD BY: .J_, ·.fi 4 SHEET NO. L-1.01 PROJECT NO MS 07-02 I DRAWING NO. 460-1L r- 6' 0 I -r J. ·-· ·-• ·-. ·-· ·-· ·-. ·-··-•• -If,·-··-· ..... ·-.·-··-.. -. ·-· ·-. ·-.. _ .. _, ·-· ·-· ·-· ·-.. -• · -· ·-·. ~. ·-· ·-.. -. ·-· ·-. ·-.. I '' '' I I ··-. ·-. ·-. ·-• ·-•• -• ·-•• -,It_-•• w I ..-- 312 Ilw () w ~ I V5 ~ 1 lli I I I I I I I I I I I I I I I I I I I I I -'-- __!.. ...1- -1..- PV04 PA I i!c==dc==<==ie=~==~==',c=""® 11--+-------,_1-__ ,- e I PA • PV03 CONCRETEFLATWORK 'ENAW 1-H • CONCRETEFLATWORK PV07 PV04 PRECAST PAVING SCREEN WALL (SIMILIAfl.) 1 PA 1211 I ----- ----------OtlS LANDSCAPE SIGHT LINE 6 >-- 6 ,_____, ·• I -- PA SEAT WALL PV06 II II l I ~ I ~ WATERFEATUREII I 11 ' __J__ 18 9 I I ,I II 1-G PVOS SEAT WALL ' ---PA PA ----- SERVICE l ENAW 1 -F PA PA l2l ----- II II II I II I I PA PV08; I [NAN I 1-F • ----■- • • 1 J FI_OWER PAVILION TNANT 1 D • --=r::_---,- -I -----:=---------v PILASTER I II II ,1 I i II I I If II II II ! I 11 II PA ---' -@ TRASH ENCLOSURE PV04 PA SERVICE TI\ANT 1 c TEI\AW 1 B ' " 0 II II PVOS ii PV06 10 PV07 PA PA PA • ~a!l!a.--• •""' ---- qcs-------oe,-----W,S- w SCALE: 1/16" -1 '-0" s NORlH 8 0 16 32 48 SCALE: IN FE:E:T E I I I LJ •1 I I l 6 !--_/ - 11M SEAT WALL • PA PV07 PV06 H I ' ~' 1 L-2.01 WATER FlrATURE CONCRETE FLATWORK • SEAT WALL· SIMILAR PVOS ---;-----iJ~ • SEAT WALL -, Ell- ~· PV04 PV04 PA I • 1 I PV03 PV02 I I I I I I I I I 18 WI~ z ...J _,111--___ .5w 1--I~ <C1cn ~w 0 1 I I I IL PA PA -----I~ I I I I I I I I I I I I I I I I -r-~r=t----Lt-I =----1 -_ ' A I T PA DATE INITIAL ENGINEER OF WORK I , I\ --- GENERAL NOTE· A I ONLY, INCLUDING p~:il~~ED FOR IRRIGATION AND PLANTING PLA LOCATION OF PLANTING AREA. PLA~ ~~~~~ ~~:~:;;~~ ~:=~~-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 0.3-02-2009 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL LEGEND: 0 ® 0 0 ® @ @ @ @ @ @ @ @ @ ENHANCED PAVING AT VEHICULAR ENTRY ENTRY MONUMENT WITH PROJECT SIGNAGE 42" HIGH HEADLIGHT SCREEN WALL INFORMAL Pl.ANTIN FRONTAGE G ALONG PASEO DEL NORTE FRerffAeE h GEN"FS Pif REnldL SPECIMEN ACCENT TREE AT RETAIL PARKING COLORFUL ACCENT ABSTRACTION OF F:01.AWENRTING IN ROWS, FIELDS ENHANCED PEDESTRI ENHANCED PAVING ANAN LINKAGE WITH DPALMS WATER FEATURE OUTDOOR SEATING AREA PAD SITE UNDER SEPARATE PERMIT PROPERTY LINE PARKING LOT SETBACK LINE UNDERGROUND STOR EASEMENT M DRAIN AND DRAINAGE LANDSCAPE SIGHT LINE ae• 'JIEW EASEMENT PER 61=F¥ blddBSeH'E M,tddl:M:l OF CARLSBA0 WATER EASEMENT EXISTING SIDEWALK TO REMAIN GRAPHIC KEY ' ' ,:,· ·,; , V ,-: .. '0 ' \~ PRECAST PAVING "AS BUILT" EXP. r,,10, ti DATE REVIEWED BY: 14L:k1 <,r. ljl.~ INSPECTO~ ~ DATE I SH3ET I CITY OF CARLSBAD PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROre.,/ / PLANNING :&-t Gt::-~Y OWN BY: PROJECT NO. CHKD BY: RVWD BY: MS 07-02 SHEET NO L-1.02 I DRAWING NO. _ 460-1L _c ~ I -r I I I -■•-··-··-··-··-··-·· [D-· ·•-•.·- -•• -• ·-•• -··--·· ·-· ■-. -~ .-, • • -•· I I I T I I I~ ~I~ ...J 11- I IW ow I-I <t: 100 ~ 1lli 1(1) I I I I I I I I I I I I I I I I I l ··-··-··-··-·· PA ~··-··-··-·· V L --• -------<®•)----- -------<®·>----- --------<®•>----- ~----<e0•;---- PV04 PV03 PVD3 ~---<•@>---- PVD2 PA ---,-L_-:-_0-,1 CONCRETEPAVERS ~) Q. §:_S\,/R "ilE (569~ E~6~~- ·1--V, cdNcRETEFLAfwoRKt-c--,...,.,.-t--~ J L PV04 FF 63.90 PV03 . - PA --,---1 PA • • 6'-0" SCREEN W 4-J I L-2.D2 6'-7" PILASTER • PA @filiffiTII " J pi CTfil' ' < r • (.) (.) (.) (.) (.) I. I LJ]•1 •c----r (.) ---"Ill . " ~ d~o----• • • (.) < 1 • 1.,.._cc-:a.~» .. !,a_,i,.-.1~--=""-·· .. cl! -------+--'--l C I • If----- ' . I (.) • " . e • • I PV03 • I" I ,' PVD2 • • •• PA A -. . --~~-;.:.~W''""''··· 4 L-2.D2 -+ -+Ill-Ir RETE FLATWORK I PA _ii PA PA • • • • I ii I • • • • I ii LEGEND: CD ® 0 0 ® © 0 ® ® @ @ @ @ @ @ @ ® @ ENHANCED PAVING AT VEHICULAR ENTRY ENTRY MONUMENT WITH PROJECT SIGNAGE 42" HIGH HEADLIGHT SCREEN WALL INFORMAL PLANTING ALONG PASEO DEL NORTE FRONTAGE P-AlM Af~D GOLOR AGGDH"S M REMIL FROrffA6E SPECIMEN ACCENT TREE AT RETAIL PARKING COLORFUL ACCENT PLANTING IN ROWS, ABSTRACTION OF FLOWER FIELDS ENHANCED PEDESTRIAN LINKAGE WITH ENHANCED PAVING AND PALMS WATER FEATURE OUTDOOR SEATING AREA PAD SITE UNDER SEPARATE PERMIT PROPERTY LINE PARKING LOT SETBACK LINE UNDERGROUND STORM DRAIN AND DRAINAGE EASEMENT LANDSCAPE SIGHT LINE 38' VIE\•V EA€EMHff PER €1:pf 0F GARLSB/1.B ~tJDOeM'E MANU~L WATER EASEMENT EXISTING SIDEWALK TO REMAIN ,,,---AC PAVING TO MATCH ADJACENT PV02 ~--PARTIALLY PAVED MEDIAN, SEE CIVIL DWGS. 4 6'-7" PILASTER L-2.D2 s w NORTH E SCALE: 1 /16" -1 '-0" - 8 0 16 32 48 SCALE: IN F'E:E:T GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 1 PLAN CHECK SUBMITTAL 09-10-2008 DATE INlllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OJHER APPROVAL CITY APPROVAL GRAPHIC KEY I I "'v ,-~-s OSCAp Efl-, ic. No . "AS BUILT" EXP. fi'•.IO•// REVIEWED BY: lq\ lT-~l.Pi\: INSPECTOR ,, v' "' DATE DATE I S4ET I CITY OF CARLSBAD ~ LRJ PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPRO~~i { V,--~\ut- PLANNING DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: MS 07-02 SHEET NO. L-1.03 I DRAWING NO. 460-1L -r • 0 I co 0 0 0 0 0 0 0 @ @ @ <1 ~ INTERL G CONCRETE PRECAST PAVER 2 3/8" MIN 11-llCKNESS. SEE PAVING LEGE PLAN. STAINLESS STEEL PIN BY MANUFACTURER STUCCO FINISH TO MATCH ARCHITECTURE. PRECAST WALL CAP 1" SAND SETTING BED FINISH SURFACE ADJACENT CONCRETE FOOTING. SEE STRUCTURAL DWGS !!, NOTES. PLANTER BACKFILL NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. WATERPROOFING 6'-Q" 4'-4" 7 2 6 i "co ~ ..... ~ ! 4 }-------f 12 IIORTNI Fl1ED ll.OCK ML PER CITY Of CARIAS6ID WSOIW!r FENCE DETAIL (BI0-7) .,, .. - ---,9 /f<-----+--(11 BANQUETTE DETAIL SCALE 4 -1/2" = 1'-0' 22'-6" 21'-2" s·-o· 411• (TYP.) 3' -1. 24" 24" • I:) • <N r (MOO. W-16 • '{b, ' /<;:, ~ I~'$ 7'-o· w«:RI.IE CIR! GATE (TYP.) DECORATIVE PRECAST --,,. CONCRETE CAP; TERRACOTTA COLOR TO MATCH SCREEN WALL (SEE SHEET PL-2.1) ,c::=J7 ,c::=J7 IGEJi I ; 18EJI I I :□□: :□□: LI __ l_j LI __ l_j GATE HINGE (TYP,) CONNECIION ------) --t "" REFUSE lRUC1( L<WllNG ~· N'l'ROICli u z ~ • 0 r I ~~; -1 ,c: :=]7 I I BIN • I I <N 0 'o:o I --==+--+-.....,.t-+------~.... -:.,. :□□1 LC =i_J C: :=J I I Iii :-a.sx (TYP.JI I I '---c =i _J • NTED METAL BLE-SWING RY DOORS - TRASH ENCLOSURE DETAIL DRIVE LOAD SIDE APPROACH CMU WALL Wlll-l PLASTER ------ FINISH TO MATCH ARCHITECTURE , . . - co 1t'S". ·----:::-~1~;•'-"'" 24" • • r (M>.) , TRASH ENCLOSURE DETAILS SCALE 3 1/4" = 1'-0" 0 0 0 4 3 2 CONCRETE PAVEMENT ADJACENT INTERLOCKING CONCRETE PRECAST PAVER 2 3/8" (60 MM) MIN THICKNESS. SEE PAVING LEGEND AND PLAN. 1" SAND SETTING BED 5 0 0 AGGREGATE BASE COURSE PER GEOTECHNICAL ENGINEER RECOMMENDATION. NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. A. PAVERS AT CONCRETE ADJACENT (PEDESTRIAN CONDITION) 3 2 1 4 ----------------1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I 1-1 I I- 0 0 INTERLOCKING CONCRETE PRECAST PAVER 2 3/8" (60 MM) MIN THICKNESS. SEE PAVING LEGEND AND PLAN. 1" SAND SETTING BED 0 0 AGGREGATE BASE COURSE PER GEOTECHNICAL ENGINEER RECOMMENDATION. NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS . B. PRECAST CONCRETE PAYERS (PEDESTRIAN CONDITION) GENERAL NOTES: 1. DRAIN PIPES BELOW THE BASE MAY BE NECESSARY IN SLOW DRAINING SOIL SUBGRADE. 2. BASE THICKNESS VARIES WITH TRAFFIC, CLIMATE, AND SUBGRADE CONDITIONS. COLDER CLIMATES AND WEAK SOILS MAY REQUIRE THICKER BASES. CONSULT ICPI TECH SPEC 4 TO DETERMINE BASE THICKNESS. 3. CONSULT ICPI TECH SPEC 2 FOR GUIDELINES AND SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION. 4. DO NOT COVER ENTIRE TOP OF AGGREGATE BASE Wlll-l GEOTEXTILE. 0 ASPHALT FLUSH WITH PAVERS 0 CONCRETE PAVER 3 1/8" (80 MM) MIN THICKNESS 0 1" TO 1112" (25-40 MM) BEDDING SAND .. ' • . <l . 0 COMPACTED AGGREGATE BASE 0 GEOTEXTILE AS REQUIRED 0 COMPACTED SOIL SUBGRADE 1 2 3 4 5 6 •• 0 12" (300 MM) WIDE GEOTEXTILE ALONG 0 12" (300 MM) WIDE GEOTEXTILE ALONG PERIMETER TURN UP AT CURB PERIMETER-TURN UP AT CURB (DO NOT COVER TOP OF BASE) C. PAVERS AT ASPHALT ADJACENT (VEHICULAR CONDITION) CONCRETE PRECAST PAVER DETAILS SCALE 1"=1 1-0" -.!~e0 2 1/8" X 1-1/2" DEEP 1 4 • 4 fl ----------- --1, ,--, I '---=TTT m -111 -11 i--1 II II--I •. '1-111-' 2 A. SAWCUT JOINT 1/8" 114" 1 5 POUR1 POUR2 • B. EXPANSION JOINT 4 7 6 1 4 7 2%MAX. ~t 0 CAST-IN.PLACE CONCRETE. SEE 0 #4 REBAR DOWEL, 18" LONG@ 24" 0.C., PAVING PLANS FOR COLOR AND WITH SPEED DOWEL SLEEVE. FINISH. 0 0 NON-EXPANSIVE SUBGRADE FINISH GRADE. COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 0 114" TOOLED EDGE. 0 1/4" EXPANSIVE MATERIAL WITH CAULK, COLOR TO MATCH PAVING ADJACENT. SEE SPECS. 0 VERTICAL SURACE I FACE OF WALL OR 0 #4 @24" O.C. EACH WAY. BUILDING, WHERE OCCURS. "AS BU IL T" L.A.___ EXP. __ _ DATE CONCRETE FLATWORK DETAILS SCALE 1 1-1/2" = 1'-0 REVIEWED BY: GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 1 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL INSPECTOR DATE I SHSEET I CITY OF CARLSBAD ~3 PLANNING DEPARTMENT ~ IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED: 11..,t.(?t:£0..;1\-4'.~~ PLANNING SHEET NO. L-2.01 OWN BY: __ CHKD BY: __ RVWD BY: PROJECT NO. I DRAWING NO. MS 07-02 . 460-1L 0 0 0 0 PRECAST CONCRETE CAP CMU WALL. SEE STRUCTURAL DWGS & NOTES. STAINLESS STEEL PIN BY MANUFACTURER STUCCO FINISH, COLOR TO MATCH ARCHITECTURE. 0 0 0 0 0 0 0 0 PRECAST CONCRETE CAP; TERRACOTTA COLOR CMU WALL WITH STUCCO FINISH TO MATCH ARCHITECURE. SEE STRUCTURAL DWGS & NOTES. STAINLESS STEEL PIN BY MANUFACTURER PILASTER BEYOND PRECAST CONCRETE CAP; TERRACOTTA COLOR CMU WALL WITH PAINTED FINISH. SEE STRUCTURAL DWGS & NOTES. STAINLESS STEEL PIN BY MANUFACTURER STUCCO FINISH, COLOR TO MATCH ARCHITECTURE. 0 0 0 0 0 0 0 0 0 0 0 0 CONCRETE FOOTING. SEE STRUCTURAL DWGS & NOTES. NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONCRETE CURB 2 }---t...,_., PARKING LOT B 7 2' 3 6'-7" PILASTER SECTION CONCRETE FOOTING. SEE STRUCTURAL DWGS & NOTES. NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONCRETE CURB PARKING LOT 0 7 4 3 2)---t----tr' SCREEN WALL SECTION NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONCRETE CURB 2 }---t...,_., PARKING LOT 4}---t 8 7 2' 3 PILASTER SECTION SCALE 3/4" = 1'-0" 4 SCALE 3/4" = 1'-0" 5 SCALE 3/4" = 1 '-0" 6 0 0 0 0 0 CMU WALL. SEE STRUCTURAL DWGS & NOTES. INTERLOCKING CONCRETE PRECAST • 0 0 PAVER 2 318" (60 MM) MIN THICKNESS. SEE PAVING LEGEND AND PLAN. STAINLESS STEEL PIN BY MANUFACTURER STUCCO FINISH TO MATCH ARCHITECTURE. 0 PRECAST WALL CAP 0 1" SAND SETTING BED 0 FINISH SURFACE ADJACENT CONCRETE FOOTING. SEE STRUCTURAL DWGS & NOTES. PLANTER BACKFILL NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. WATERPROOFING. SEE ARCHITECTURAL DRAWINGS. AGGREGATE BASE COURSE PER GEOTECHNICAL ENGINEER RECOMMENDATION. .,, -4 .6 7 2 6 12 -----/ CONCRETE PRECAST 1---+--~ PAVER DETAILS PRECAST CONCRETE CAP CMU WALL WITH STUCCO FINISH TO MATCH ARCHITECTURE. SEE STRUCTURAL DWGS & NOTES. STAINLESS STEEL PIN BY MANUFACTURER 0 0 0 CONCRETE FOOTING. SEE STRUCTURAL DWGS & NOTES. NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. . CONCRETE CURB 0 PILASTER BEYOND 0 PARKING LOT 8 7 5 3 2 ll'-----+---------;11 • SEAT WALL SECTION SCALE 1-1/2" = 1'-0 2 4 3 2)--+---i+' 6'-0" SCREEN WALL SECTION SCALE 314" = 1'-0" 3 DA TE INITIAL ENGINEER OF WORK 14'-0" '. 10'-0" , . 6'-0" . ' ,. . ,. ' ------+--I 1------,__ 1--t-->----1 '-0" 1--t--L, ~ 8'-0" ->-\' ~ - _ _J ,- . ,. SEAT WALL ENLARGEMENT SCALE 1/2" = 1'-0" 1 GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN Cc!ECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUil T" L.A. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ I CITY OF CARLSBAD 11 SHEETS I l__2__j PLANNING DEPARTMENT 23 IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED:,._, ~f-_, I ..l- 1 vX .0i,..;n "1-~ -----'-'=---+=<--==-'-'--PLANNING DWN BY: I CHKD BY: ---I RVWD BY: . PROJECT NO. MS 07-02 SHEET NO. L-2.02 DRAWING NO. 460-1L 4 3 NOTE: ALL WALLS WITHIN THE LANDSCAPE SIGHT LINE SHALL NOT EXCEED 30" IN HEIGHT. 8 7 0 0 0 0 2 J-+--------~ / PRECAST CONCRETE CAP; TERRACOTTA COLOR CMU WALL WITH STUCCO FINISH TO MATCH ARCHITECURE. SEE STRUCTURAL DWGS & NOTES. STAINLESS STEEL PIN BY MANUFACTURER PILASTER BEYOND 0 0 0 0 CONCRETE FOOTING. SEE STRUCTURAL DWGS & NOTES. NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONCRETE CURB PARKING LOT 30" SCREEN WALL SECTION SCALE 3/4" = 1'-0" ~ 4 0 PRECAST CONCRETE CAP; TERRACOTTA COLOR 0 0 CONCRETE CURB 0 CMU WALL WITH STUCCO FINISH TO MATCH ARCHITECURE. SEE STRUCTURAL DWGS & NOTES. 0 PILASTER BEYOND ASPHALT PAVING 0 0 0 0 0 0 0 0 0 ® CMU WALL. SEE STRUCTURAL DWGS & NOTES. INTERLOCKING CONCRETE PRECAST PAVER 2 318" (60 MM) MIN THICKNESS. SEE PAVING LEGEND AND PLAN. STAINLESS STEEL PIN BY MANUFACTURER STUCCO FINISH TO MATCH ARCHITECTURE. PRECAST WALL CAP 1" SAND SETTING BED FINISH SURFACE ADJACENT CONCRETE FOOTING. SEE STRUCTURAL DWGS & NOTES. CONCRETE POOL SHELL NON-EXPANSIVE SUBGRADE COMPACTED TO GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. CONCRETE PRECAST t---+---~ PAVER DETAILS A I A • 4 X 4 CERAMIC POOL TILE; SINGLE Rem AT WATER LINE ONLY. MFR DAL TILE MODEL NO: 3009/CERAMIC TALAVERA CONTACT 310-550-8690 4 X4 CERAMIC POOL TILE BELOW WATER LINE. MFR: DAL TILE MODEL/COLOR NO: 6470/CERAMIC ARTIC WHrTE CONTACT: 310-550-8690 PRECAST CONCRETE FOUNTAIN AVAILABLE THROUGH DURA ART STONE MODEL NO: FB-14 (BOWL) AND SP-12 (FINIAL) COLOR: SCOFIELD MESA BEIGE (C-12) FINISH: LSB LIGHT SANDBLAST CONTACT: 800/821-1120 WATERLINE AGGREGATE BASE COURSE PER GEOTECHNICAL ENGINEER RECOMMENDATION. I I 4 q .. L1 . 5 3 2 • L1 A 14 12 --+---{8 •. I ... L1 .. A L1 13}--------- 1 • • • .•. A L1 • .. • • •· WATER FEATURE SECTION 4 5 • • SCALE 1-1/2" = 1'-0' 3 13'-0" , 1 o·-o· 6'-0" ~ , , . " l---)--->---< )---~ >----< }-)-, >----< }--}------i }--( f--}---< >-->--)-, )--r-}---, >----< r-').--...-..s l--;----, )------! )-->--)--)--)---, ),------! I---< }- )---1-->--)--~ >---< )--:,---, }--( }-->---< >----< t-->---< )-- l---)---)-, >----< }--'I---< l---r--)---)--l---)--->---< )--)--->--}--)----< >---< )--}--< >----< }--)---< >----< t--)---< )-->--)--}---< }--( ._ 'I---< l---l--'I---< )-->--1---1 )-->--),------1 l---)---)--)-- ,--)---}------< }-------i }-- l--l--I---< )--3'-8 .. I---< }--;--J--i )--->--}---< }-~ , l---)--}------j l--, , I---< }--;--)----: ,--)--}------< )--)-< >- )---)---)- ----I')---)-->---< )--)---)---/::? / )---)---:,.., ' I\ / ' )----< . " 3 )--l--)---)----~-----~+' --+-+-+-,-+--t--t-+--+-J--1-'>,J )--->---)--- >->--)----)----,/ -+--~ J--}-)---< -\.--)-->---I -~~-;:1t~ujit'.=J=ti-~:=.+t=:r.~t ... t.; t ... ~-=--t-~-=~-4-()-->--)---< >->-->-F " .. -1•-t·--· ·•-W-~-r·-, )--1---< +-+-+-·-f--+-+-+-+-~ ·t-···+-+-,,--~1--t-l-+-1 )---: )-->-,__..-'L..·_1·-_s·_;,,,:.1=:11· =:;:if-.. --+~--~-~t' j1:::J:=tj•~;:t:'.-::_:::_ ::::.1;.: __ 1,1t-=1-r::1 ..... : ~ :,>-+~~~H--1-llh1;fy ~--l=t=i,= ;~~ c::: >---: >---r >->-I / ~ \ ,,_.,, ...... 1 ______ ,,,..,..,F=-!~9 >--< >---:~: ~ ~-r=1-= R= 1e· _, __ -++->--<: ,_ ,A ~ -~""! .... L.-; --~-·1:·• .. ·--~r-~ ~ i-.. >--, f---',o,___~~;c,+---.,~-+-------· --r--' .. -'..·-··1·--.. +... ~ l----)----)--- ....-r\--, ;----)----: ;--}- >--}---< --'>----- , -)---< '.>-----1 ;--r --)-.....< ----;--)--}---< ;--}- '--)----)-.....< }--}-- -:-,-.... I---< >--,-.... I---< >--,___ ~ >--,-.... >--}--;----}--< ;-->--}---< }---< >--)--< }---< )----)----)-------< --'>-----~ }--)-.....< >---I ,-...- -:-,-...-->--,..._ ->---,........, ,-. ,......... ,-. ,-. ,..._ ~ ;--r )----: ;--J--i }---< ,--)----}--,: )----)----)----( )----)---< }-----( )----'>-----~ '>----- >---)---)---)---~ )--->-)---.1111 ~ )--->-~ )--->-~ ~ WATER FEATURE PLAN VIEW SCALE 1 /2" = 1 '-0" 1 10·-0· 46" I I I I I . WATER FEATURE ELEVATION SCALE 1/2" = 1'-0" 2 " AS BU I LT" ' I GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. 30" SCREEN WALL ELEVATION SCALE 3/4" = 1'-0" 5 PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 ENGINEER'S SIGNATURE APPROVED: PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLAN CHECK SUBMITTAL 09-10-2008 ENGINEERING PLAN CHECKER DATE DATE INITIAL DATE INITIAL DATE 1NITIAL ENGINEER OF WORK REVISION DESCRIPTION 0T~ER APPROVAL CITY APPROVAL LA. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ ~ CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED:/1._,~ (4:.E:\l-1\: '\-t~d"\ PLANNING DWN BY: PROJECT NO. Cf-<KD BY: __ _ RVWD BY: MS 07-02 SHEET NO. L-2.03 DRAWING NO. 460-1L I ' ' • ' 0 0 0 0 0 13l------------i 6 ..., ~ (..l w w Cl) ui w ' SECTION 'A' 7\.-----+ ~ a. ..., ~ (..l w w Cl) ui w i SECTION 'B' -;: __ 1---------o.lc.· •< STONE VENEER 1-1/4" TO 2" THICK. • MANUF.: CORONADO STONE PRODUCTS COLOR: ANTIQUE BUFF PATTERN: IDAHO DRYSTACK WWW.CORONADO.COM, 1-SQ0.847-8663 ADHESIVE BOND COAT AS PER MANUFACTURER'S SPECS MORTAR, COLOR GRAY B"CMU WALL REBAR WHERE OCCURS, SEE STRUCTURAL DWGS. • © 0 © 0 @) 9 10 • G 9 10 • G CONCRETE FOOTING, SEE ® SUPER POR-ROK STRUCTURAL DWGS & NOTES. PRECAST CONCRETE CAP @ W/ ACID WASH FINISH. CELL GROUT, TYP. COLOR TO MATCH WALL,· SUBMIT SHOP DRAWINGS. @ GUARDRAIL, SEE DETAIL 2 ON STAINLESS STEEL PIN BY THIS SHEET. GUARDRAIL TO PRECAST MANUFACTURER EXTEND FULL LENGTH OF WALL. CONCRETE CURB, SEE G NON-EXPANSIVE SUBGRADE CIVILDWGS. COMPACTED TO GEOTECHNICAL ENGINEER'S PARKING LOT ADJACENT RECOMMENDATIONS. CULVERT RETAINING WALL & GUARDRAIL SCALE 1"=1'-0" ..., ~ Cl Cl'. :l t!) "-0 a. 1:2 0 I- t!) "-:. 0 Cl'. "-z ~ • N ... 3 . . ~ ~ ~ < > . . " M. • ..,-. ~ L ., c . . " 4'-0" O.C. MAX. 6 24" PLAN 4'-0"0 C MAX ' . ,_ • ,_ ,. 4' O.C. (TYP.) . I Id I I, I I I /1- i I . . . --/ ,. i.J I F=/ I I I ELEVATION 'C' 0 0 0 0 1-1/2" SQ. TUBE STEEL TOP RAIL 1/2' SQ. TUBE STEEL PICKET. WELD TO TOP AND BOTTOM RAIL. GRIND ALL WELDS SMOOTH. 1·1/2" SQ. TUBE STEEL POST. WELD TO TOP/BOTTOM. GRIND SMOOTH. 1-1/2" x 1" TUBE STEEL BOTTOM RAIL. WELO TO POST. GRIND SMOOTH. NOTES: I / I 0 © 0 1) ALL STEEL TO BE HOT OIPPED GALVANIZED PRIMED AND PAINTED MINIMUM 2 COATS EACH. COLOR BY LANDSCAPE ARCHITECT. PROVIDE SAMPLES FOR APPROVAL. 2) GUARDRAIL TO EXTEND FULL LENGTH OF WALL. SEE SHEET L-1.01 FOR GUARDRAIL LENGTH DIMENSIONS. I 7 7 r _I ........;.;..-~_.;.;..;...---·· __.__ . ~ ·-· -- ---~-+~- . i . I, • I I I I I I ' i . _..,,/ . . . :·, . I 7 I CUT PRECAST CAP AROUND POST MORTAR IN PLACE. 1 ~ v I PRECAST CONCRETE CAP W/ ACID WASH FINISH. COLOR TO MATCH WALL. STONE VENEER 1-1/4" TO 2" THICK. MANUF.: CORONADO STONE PRODUCTS COLOR: ANTIQUE BUFF . < v PATTERN: IDAHO DRYSTACK WWW.CORONADO.COM, TEL: 1-800-847-8663 2 3 > / 5 4 ............. 6 -~ ~ECIVIL 7 .... AFG V SEE CIVIL CULVERT GUARDRAIL SCALE 1" = 1'-0" 0 l.. PLAN PLAN PLAN PLAN PLAN 2 1 PLAN DATE INITIAL ENGINEER OF WORK 27'-8" \ 1'--0" 1£:ili~H=~~~=---=-=~?'~d:_'.,:r,,-,~==--=-=-=----===j=~t==----==t=-===----==ff } 0 I ~u.--------- 4'-10" STAIR PLANTER PLAN SCALE 1 /4" = 1'-0" GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. CHECK SUBMITTAL 09-10-2009 CHECK SUBMITTAL 08-27-2009 CHECK SUBMITTAL 04-14-2009 CHECK SUBMITTAL 03-02-2009 CHECK SUBMITTAL 12-09-2008 CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL * ,IOOTJ'l[ 05-30-11 RENEW~L DATE 08-29-2009 "AS BUILT" L.A. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR --, * DATE DATE I SH8ET I CITY OF CARLSBAD PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVEDi-i:.k . 0.\-+ <::j -~-di SHEET NO . L-2.04 PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: MS 07-02 460-1L - \ - \ --\ 2~-0" 3C7-0" 3(7-0" . -~·-· 3(7-0" 3(7-0" 3(7-0" 30'-0" 13:: •o I ...J IW 2~-3j,. I O'.l 2 30'-0" 30'-0" 30'--0" 30'---0" 30'--0" 30'---0" 3CJ ,l"-----------,j'--------------+--------------,i<----------------.1<----------':.:...:.--------.l<----------':.:...:.--------.l<----------':.:...:.------...J<..---------=i> ,w 3: I ,,., --, I o' ::CI r! _, z, m1 ' I en, fH I -al ~~=~ , -<{'.;i:;·;/~-W:~-"'02:,:; ;p_:!;.--7!,-t~!~/:/~:--:_?i', ·~d:?:?;:; :t:·!;~--~~~;~·~;;f?/~{::~:'~';~)¥\i?~--'::~H~:,:~~;;~t,;'.:~1;·:~;~~f~t::r-\i;Y~;· \fi~:~'.:.1~t:~:~~t!i~;~~~:~~;--c('rfl~;s~-;;:~:.::-f;~~-;:,;·'.·'.~f->'.:'~i-~- ' I. ' I ...J ,w ,w ,w ..,f'i~-,,,.,.,,,.,,~~~· '1 ~,i~-'.t::ii~1~)t:~~; I !;i: : ::e 30'-0" ~t -~.......,.,---... -. - )> I ro.--o, <, m, 3a-O" 3a-O" 22'-8f PLAN CHECK PLAN CHECK PLAN CHECK PLAN CHECK PLAN CHECK PLAN CHECK 17 I 30'-0" / / +t-x-e·• . tw 42" SCREEN WALL PLAN & ELEVATION SCALE 1/10" = 1'-0" 1 1.5% +J-3'-6"L ' --rw GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. SUBMITTAL 09-10-2009 SUBMITTAL 08-27-2009 SUBMITTAL 04-14-2009 SUBMITTAL 03-02-2009 SUBMITTAL 12-09-2008 SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL " AS B U I LT" L.A. ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I SgET I CITY OF CARLSBAD ~ Ln__J PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED:rz..:( PLANNING SHEET NO. L-2.05 DWN BY: PROJECT NO. 1-------------------------------------------4_2_"_S_C_R_E_E_N_W_A_L_L_P_L_A_N_&_E_L_E_V_A_T_IO_N_...L1::_i1'..::'..so~_.~__.:\E__.:'-O::..J" _2___JLJEN~::EER 0 ~N 1 :;~K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: __ ~ RVWD BY: MS 07-02 DRAWING NO. 460-1L i 0 • : : : : : :--: -: : : ------- r=B 36'-0" ;;--.: M co ••• . . ''.: ,: :-: ·:: . . . . . . . i 3(]-0" I 1.3% ·--ll;=lcc;J-------------------------------------------------------------- / .· ·• [8]~• • ::=::=::=::==t b::::::'.:'::~::=;:'.===(~::::::::::::::::::::::::::::::::::::::::::======!~==================!~==================!~================:::::::====::=r~==================::=r8J=:~::=::'.::::::'.:'::======~ \_() 30'..(I" 30'-0" 30'-0" 30'·□• 30'-0" 30'-0" / / v' / I ------. +1~2'-6". TW 42" SCREEN WALL PLAN & ELEVATION SCALE 1/10" = 1'-0" 1 0 0 0 0 0 0 0 C) 0 0 0 0 30'-0" 30-0" 30'-0" 30-0" = 0 0 -+--o ··-· 30'-0" 30-0" • • +/-6'-0" TW +1-e·-r TW: ,~ltllllltf:~l\11\111~' •·· .. _ -- 72" SCREEN WALL PLAN & ELEVATION SCALE 2 1/10" = 1'-0" GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 1 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS B U I LT" L.A. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ L!Q_J CITY OF CARLSBAD PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED: - PLANNING DWN BY: CHKO BY: __ _ RVWD BY: PROJECT NO. MS 07-02 SHEET NO. L-2.06 DRAWING NO. 460-1L • -a GENERAL NOTES RECYCLED WATER NOTES SHEET Ti/LE SH[CT NUMBER RECYCLED WATER SYSTEM (PRIVATE) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. CARLSBAD RETAIL TITLE SHEET L-~.c,\ ---- IRR/G. LEGEND & NOTES L-~.,.,.:; A.,.o 1--~ . .,:;A -------t--- 1 RR I GA TION PLANS I--~-.,,z --ro L--~-c-+ 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. TO 6:00A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. COC!Z'( IN CASE OF EMERGENCY, CONTACT .!.l'.>1'»~flq,"T ~'I"~) ~1~-IZW OR AFTER HOURS CONTACT ll!>R"f AT(~ ?,:Yl,-.12.~~ A1t,.,-.-r_,i"r . 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEBSITE AT WWW.CI.CARLSBAD.CA.USIPDFDOC.HTML?PID=340. rBLACK LOG~PURPLE BACKROUND 1" BLACK 36" / (N. T.S.) WARNING RECYCLED WATER DO NOT DRINK SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR LETTERS SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE A. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS" WARNING RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND" AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BYT. CHRISTYENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS" RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TOA REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: LRM LANDSCAPE ARCHITECTURE 10950 WASHINGTON BLVD., SUITE 110 CULVER CITY, CA90232 PHONE NO: (310) 839-6600 REGISTRATION NO: 4226 EXPIRATION DATE: 05-30-2011 In Order to Conserve Water ... RECYCLED DO NOT DRINK WATER IN USE WASH HANDS AFTER CONTAC17NG LAVESE SUS MANOS DESPUES DE USAR RT -W..,P-A -.:1 -, DIAL TOLL FREE I 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG 12" X 36" SIZE 1" BLACK LETTERS 2" BLACK LETTERS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS .032 ALUMINUM, .060 ABS PLASTIC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OR STICK-ON VINYL SIGNS /RR/GA T/ON OF" I AILS 5617 PASEO CARLSBAD, DEL CA NORTE 9 2 0 7 8 ASSESSORS PARCEL NUMBER: 211-021-30 PARCEL A PL & LIMITOF RECYCLED WATER USE ~--, .. ,~. . ' ' ' ' ' ' ; SHEETS L-3.02 32 0 6-4 128 192 CD 0 INSPECTION PROCEDURES PROJECT MAP -=------ WATER CONSERVATION CONCEPT STATEMENT IN COMPLIANCE WITH THE CITY OF CARLSBAD'S LANDSCAPE EFFICIENCY ORDINANCE, THE FOLLOWING DESIGN ELEMENTS HAVE BEEN EMPLOYED. LIKE HYDROZONES ARE DESIGNATED WITH SEPARATE VALVES. IRRIGATION HEAD PLACEMENTS ARE DESIGNED TO MINIMIZE OVERTHROW AND RUN-OFF ONTO HARDSCAPE, RETAINING MOST OF THE WATER WITHIN THE LANDSCAPE. OTHER WATER-CONSERVING FEATURES INCLUDE LOW-FLOW IRRIGATION HEADS, AUTOMATIC IRRIGATION SCHEDULING EQUIPMENT, FLOW SENSING CONTROLS AND RAIN SHUT-OFF DEVICE. IN ADDITION, THE SYSTEM IS DESIGNED TO FUNCTION PROPERLY WITH RECLAIMED WATER WHEN IT IS MADE AVAILABLE. RECLAIMED WATER REQUIREMENTS 1. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS BY THE SAN DIEGO COUNTY HEALTH DEPARTMENT AND PER THE ACCOMPANYING PLANS AND SPECIFICATIONS. 2. ALL ON-SITE CONSTANT PRESSURE RECLAIMED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH THE SAN DIEGO COUNTY HEALTH DEPARTMENT'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. 3. CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE PURPLE COLORED P.V.C. 4. MARKING ON THE PURPLE COLORED P.V.C, PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECLAIMED WATER. NORMAL PIPE SIZE. P.V.C. 1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. 5. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. (A) TAGS SHALL BE WATERPROOF PLASTIC, 3 INCHES X4 INCHES, PURPLE IN COLOR WITH THE WORDS "WARNING -RECLAIMED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA -AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. (B) ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: (1) ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR (2) ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP 6. ALL PRESSURE MAIN LINE PIPING FROM THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER CROSSING IN A CLASS 200 PURPLE COLORED P.V.C. SLEEVE WHICH EXTENDS A MINIMUM 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. 7. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. 8. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER, FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. -~-__ -- 1. DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION, C. SLEEVING AT CROSSINGS. D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN. B. CONTROLLER STICKERS. C. TAGGINGOFVALVES. D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. H. CROSS-CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: SHEET INDEX: SHEET# L3.01 L3.02 L3.03 L3.04 L3.05 L3.05A L3.06 L5.01 DESCRIPTION IRRIGATION COVER SHEET IRRIGATION PLAN: PLAN A IRRIGATION PLAN: PLAN B IRRIGATION PLAN: PLAN C IRRIGATION LEGEND IRRIGATION CALCULATIONS IRRIGATION DETAILS WATER USE PLAN CITY OF OCEANSIDE HIGHWAY l8 SCALE IN F"EET APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUAUTY DIVISION ---z. ✓--,_. GLENN LEEKS ENVIRONMENTAL HEAL TH SPECIALIST NOT TO SCALE f'-S--07 DATE A COMPLETE INSPECTION THAT WILL COVER A-1 OF THE DISTRICT FINAL INSPECTION. CITY OF VISTA REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. FUTURE RECLAIMED WATER SYSTEM THE IRRIGATION SYSTEM IS DESIGNED TO BE CONNECTED TO A FUTURE RECLAIMED WATER SOURCE WHEN MADE AVAILABLE. ALL IRRIGATION COMPONENTS SHALL ADHERE TO THE CITY'S RECLAIMED WATER GUIDELINES AND SPECIFICATIONS. REFER TO THE RECLAIMED WATER REQUIREMENTS ON THIS SHEET. IRRIGATION NOTE: PACIFIC OCEAN THE FINAL IRRIGATION 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. CITY OF' VICINITY MAP GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUil T" L.A, __ _ EXP. ___ _ REVIEWED BY: INSPECTOR ~1 CITY OF CARLSBAD L1l_J PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: DATE DATE ~ Ln_J PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: CARLSBAD MUNICIPAL WATER DISTRICT PLAN CHECK SUBMITTAL 07-13-2009 DEVELOPERS NAME: _____________ i-----i----------1--,.---=:---:-:-,-----::==--====----::c=-:-c::---==---i--------i-------,------------1,-----------1 CARLSBAD PASEO PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ADDRESS: :=A=:P==P==R==o"'v'=E=o=,,_= -f==r _=========~~S~H~E~ET=N~O~. ~ r6.,..J(--at-1\-.:i-i;-~ L-3.01 /, },,/.-/ "17 / 7 _,, TELEPHONE: _______ ~P=:LA'::'N=N=;IN:::G:::====:::;--;::=========~====~ 4,(/ ~ ~ q ~ ...,-i 3 -'-'jl--------------------f---:-==-t------f-''-'-'-'---='=-_"'_'='__'C=""'_-'-"',__....__,..____-,--=_-t------::=----t--::-c::--c--+-~=----l-c-=-:-I DWN BY: PROJECT NO. DRAWING NO. WILLIAM E. PLUMMER DATE DATE PLAN PREPARED:----------DATE INITIAL DATE INITIAL CHKD BY: ---MS 07 02 DEPUTY CITY ENGINEER R.C.E.2B176 EXP.3/31/10 BY: OTHER APPROVAL CITY APPROVAL RVWD BY: -460-1 L t -• -~ ~ r ~ \)I NOTE: REFER TO SHEET L5.01 FOR A DIAGRAM OF THE FUTURE RECLAIMED LANDSCAPE IRRIGATION AREAS. WHEN RECLAIMED WATER SOURCE IS MADE AVAILABLE, RECLAIMED IRRIGATION P.O.C. IS TO BE RETROFITED PER THE 1.ITY'S RECLAIMED WATER GUIDELINES. 19' 3' 99' • \\ ~-~ \{, . • 42 --. " ,et ~, ' 1,< ---r; ., ' -- C 6' 42' ABBREV,\ llONS: NOTE: SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING SHALL BE TEMPORARILY PLANTED AND IRRIGATED. BOW · BACK OF WALL BCX>BACK OF CURB 3' FUTURE RECLAIMED WATER SYSTEM I I I I THE IRRIGATION SYSTEM IS DESIGNED TO BE CONNECTED TO A FUTURE RECLAIMED WATER SOURCE WHEN MADE AVAILABLE. ALL IRRIGATION COMPONENTS SHALL ADHERE TO THE CITY'S RECLAIMED WATER GUIDELINES AND SPECIFICATIONS. REFER TO THE RECLAIMED WATER REQUIREMENTS ON SHEET L3.01. I I I I 2 I I I 4.5' 35' ~ 1w r ,~ ·; yj-"' . ~ 1' ~--TYPE "K" COPPER PIPE BETWEEN 1()' METER AND BACKFLOW PREVENTER 28j 21 14' •t,...,>i::-,;,', :A'i,j .. f ~ >C. =t), . •; W.4:ih "I ri11 1 :t,· ., I I , I I I ·· ·· ·· ··: ·· · II I ; 3 :y. c• 1/.( • I I I I n 11 .o/L..... . .. sf-I I I . 1' ii • ill I :r, )§ ::;; ;!\;le\/ ¾' -_ 'E."-'"'l r CONSTRUCTION NOTES 0 0 PROPOSED IRRIGATION MAINLINE SHOWN UNDER HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE WITHIN ADJACENT PLANTED AREAS WHERE POSSIBLE. PROPOSED IRRIGATION MAINLINE SHOWN UNDER HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE MAINLINE IN PLANTER ON THE EAST SIDE OF THE SCREENWALL. BUBBLER HEADS AND LATERAL LINES ARE SHOWN ON HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE WITHIN ADJACENT PLANTER WHERE POSSIBLE. POINT OF CONNECTION (P.O.C.) SYSTEM A 8 WATER METER POINT OF CONNECTION TO DEDICATED IRRIGATION WATER METER INSTALLED BY CMWD. HYDRAULIC GRADE LINE------NA STATIC WATER PRESSURE AT METER--85 P.S.I. WATERMETERSIZE--------1" DESIGN WATER PRESSURE-----75 P.S.I. MAXIMUM DESIGN FLOW'-----35 G.P.M. THE IANDSCAPE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. 0 BOOSTER PUMP IRRIGATION NOTES 1. INSTALL All PRESSURE AND NON-PRESSURE LINES ANO ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSE OF ClARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECIFICATIONS ANO CONSTRUCTION DETAILS. SEE SHEET NO. L3.06 3. FOR SYMBOL DESIGNATIONS, SEE LEGEND ON SHEET NO. L3.05 4. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED INA SCH. 80 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN SCH. 80 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH.ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAIL SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 5. ALL SPRAY HEADS ARE TO BE INSTALLED WITH THE NOULE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVER SPRAY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT IS NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPlACEMENT OF PRESSURE COMPENSATING SCREENS, REPIACEMENT OF NOULES WITI-1 MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUST ABLE ARC UNITS. .. Y~ •• 0 NEW 1" WATER METER TO BE CONNECTED TO EXISTING IRRIGATION SERVICE LINE, SEE CIVIL DWGS. PIPE BETWEEN METER AND BACKFLOW PREVENTER SHALL BE TYPE "K" HARD COPPER. IRRIGATION BOOSTER PUMP TO BE PROVIDED AND CONNECTED TO IRRIGATION SYSTEM WHERE SHOWN. CONTRACTOR TO PROVIDE POWER FROM INDEPENDENT CIRCUIT (3 PHS/208 VAC). ALSO PROVIDE TWO CONTROL WIRES FROM PUMP IN CONDUIT TO PAD SITE IRRIGATION CONTROLLER AS NOTED. PUMP SUPPLIER WILL MAKE CONNECTION OF PAD SITE CONTROLLER TO PUMP. SEE DIMENSIONED u\YOUT OF POC COMPONENTS ON SHEETS L4.02-4.04. 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPRINKLER HEADS ARE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO SEE 111AT THEY ARE DEFINED PRIOR TO INSTALLATION. 3/4' :· . "':::: ¾· '+'-----UNDERGROUND STORMDRAIN :----STORMDRAIN EASEMENT 1u 1· . i.1r 1w .. (3). 3 ... ~ ___,,,-_ I I I I I I I I I I I I 1Y1 1/i I I I I I © AUTOMATIC CONTROLLER LOCATIONS SHOWN DIAGRAMATICALLY. CONTRACTOR TO STAKE PROPOSED LOCATIONS IN THE FIELD FOR APPROVAL BY OWNER'S REPRESENTATIVE. RECLAIMED IRRIGATION MAINLINE CAPPED FOR FUTURE USE. SEE PLAN FOR MAINLINE SIZE. CONTRACTOR TO SET END CAP IN A 12" X 18' GREEN PLASTIC VALVE BOX WITH LOCKABLE COVER. I I I I I 11 CONTRACTOR TO PROVIDE ELECTRICAL ',','IRES Ill A '/9( ,. SCI 140 PVC COi,DUIT FROM MASTER cornROL A -IIV'AAclcL'Vl.'EE-AANNGD-fF'lcLOO'VINHS>IEcl'Ndl'SifOlfR!-'THO:l-AA-liRfEO)lcUJ1'NlllD>-IP'l-LA-A8S"'TllllGa--- PULL BOX LOCATED 011 Pl.All FOR RESTAURArff'S IRRIGATION USE. RESTAURAtH'S IRRIGATION CONTROLLER WILL BE PROVIDED BY OTI IERS. I I CONTRACTOR TO PROVIDE 1 COMMON WIRE AND 5 '/'G( COlffROL WIRES IN A 2" SCI I 40 PVC CON6UIT FROM A -€0€0>NNITTRROOlclLLlc!E:fR~'eCL' TTO&i'ArlR~031Ucfft\l!mH'IPLAlcAfSHTCXICWPUUILlc!Lc-lB3103JX(-- I ('I) IC!® C') w1 I z ...J -,1-...J w Blw I-I <( I (I) ~ '( w I~ I I I I I 1 LOCATED or; PLAN FOR RESTAURAr;rs IRRIOATIOII USE. CONTRACTOR TO PROVIDE 2-14 GA WIRES IN 3/4" SCH 40 PVC CONDUIT (1 112" SCH 40 PVC SLEEVE UNDER HARDSCAPE) FROM PUMP TO LOCATION OF PAD SITE IRRIGATION CONTROLLER. PROVIDE TWO DIFFERENT COLORED WIRES IE BLACK AND RED). CONNECT WIRES TO PAD SITE CLOCK WITH AN ISOLATION RELAY. Cr_ OF Plu\STER @ ENLARGEMENT 3116" = 1'-0" IRRIGATION NOTE: iii! BACKFLOW DEVICE NEW r REDUCED PRESSURE BACKFLOW PREVENTER. SEE EQUIPMENT LEGEND FOR SPECIFICATION. BACKFLOW PREVENTER MUST CONFORM TO ALL LOCAL CODE REQUIREMENTS. @ AUTOMATIC CONTROLLER 2 INDEPENDENT 120V/60CYC/20AMP ELECTRICAL CIRCUIT TO BE PROVIDED BY THE GENERAL CONTRACTOR. ONE CIRCUIT FOR THE CONTROLLER ANO THE SECOND CIRCUIT FOR THE AUXILLARY OUTLET. THE IRRIGATION CONTRACTOR SHALL VERIFY EXACT LOCATION OF TI-lE ELECTRICAL P.O.C.(S)AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FJELD BY THE OWNER OR DESIGNATED OWNER REPRESENTATIVE. 181 MASTER CONTROL VALVE APPROXIMATE LOCATION OF MASTER CONTROL VALVE ASSEMBLY (LINE SIZE) WI 1-1/2" FLOW SENSOR UNIT (CONTRACTOR TO VERIFY EXACT LOCATION JN FIELD) GRAPHIC KEY .flll!IIU. I -· I -· 7. AS-BUILT DRAWINGS AND SPECIFICATIONS SHALL BE MAINTAINED ON SITE AT ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED IMMEDIATELY AS REQUIRED. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT TO THE OWNER'S ATTENT!ON BEFORE INSTALLATION. BY FAILING TO DO SO, THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUSTMENTS REQUIRED. 9. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. PIPE SIZING NOTES SIZING CHART , . 2. 3. 4. REFER TO IRRIGATION HEAD LEGEND PVC SYMBOL GPM ON SHEET L3.05 FOR GPM OF SPRAY HEADS. 3/4. <t:., 0-8 CONTRACTOR TO DETERMINE PIPE SIZING WHERE SYMBOLS ARE NOT ,. e.::1" 8-13 SHOWN. SEE ADJACENT SIZING CHART 11/4 • '!:;: 1YI 13-23 ALL LATERAL LINE PIPE DOWNSTREAM 11/2 ~ 't:1w 23-32 OF A 3W SIZED PIPE IS ALSO 3/4". 2· <t:2'' 32-53 ALL UNSlZEO RUNS OF u\ TERAL LINE PIPE SERVING THREE OR FEWER SPRAY 2 1/2" 't:2w 53-74 HEADS SHALL BE SIZED 3W. 3• e.::3~ 74-116 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ___________ I THE FINAL IRRIGATION 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 CARED. "AS BUil T" ;4)2}. •=- EXISTING CITY WATER LINE I I I I I 10 w SCALE: 1 "=20'-0" s 0 20 40 60 SCALE: IN F"E:E:T E GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. L.A. 4U• EXP S:•JO•U DATE NORTH REVIEWED BY: tr.-:f£ l1-t.ll.~i\- INSPECT l\-1-1) DATE ~ L1LJ CITY OF CARLSBAD PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: DEVELOPERS NAME: ____________ 1---t---+~':cP;"LA~N'--':C"'H-=E='CK'--':S'.c"U~B,.,M'-"I T,cTA'.."L=....:c0~9=-"1 Oc_-::_,2c_c0"-'0~9--1----1---1---+---1 ADDRESS: PLAN CHECK SUBMITTAL 08-27-2009 CARLSBAD PASEO PLAN CHECK SUBMITTAL 04-14-2009 { APPR~· G:r:-tU..-t SHEET NO PLAN CHECK SUBMITTAL 03-02-2009 . I J I · 'f' . 1 L 3 02 TELEPHONE: PLAN CHECK SUBMITTAL 12-09-2008 PLANNING • • l-:-:--:::-:-:--:-:-:--::==-:-=-..:.::.::::.:..:..:..::::::.'.:.:....=======--1-~;;;---k=:::-+.&£P'hLAi\lNll_(C:f:HI_J::EfCK~S~Ull:B~MII.JITJ:T!,_ALl,_(:0~9::=-1_110:i:-:::22ro)f0~8==c=:::J==I==r==i ~D~W~N~B~Y:== __ =_=_=~;--;====::~=========;~~§~§: DATE PLAN PREPARED:____________ DATE INlllAL DA1£ INlllAL DATE INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: --MS 07 02 460-1L BY: ENGINEER OF WORK omER APPROVAL CITY APPROVAL RVWD BY: - _r: '""' 0 \ -r • I I I I I I I I B-21 B-19 jW 11., 59' ~-104' jW 18.o ~, B-20 1½' 25.2 ~- 1' ,, "" 1~ :s = 1/a ,,.,,;-,;.;G,fa ,-.k' s:;r.,.Xit'F ' 20' FUTURE RECLAIMED WATER SYSTEM THE IRRIGATION SYSTEM IS DESIGNED TO BE CONNECTED TO A FUTURE RECLAIMED WATER SOURCE WHEN MADE AVAILABLE. ALL IRRIGATION COMPONENTS SHALL ADHERE TO THE CITY'S RECLAIMED WATER GUIDELINES AND SPECIFICATIONS. REFER TO THE RECLAIMED WATER REQUIREMENTS ON SHEET L3.01. 195' 28' 91' A ENLARGEMENT1----le---- 58' 1f 56' 28' ,~-11 j½" 23.9 '" 5' DEVELOPERS NAME: ____________ _ ADDRESS: TELEPHONE: ______ _ DATE PLAN PREPARED: _________ _ BY: 18' o/i ... Y,(, +;,:..y-~!i a! n 'i"'c..cx"'"-:; • "' ' DATE INITIAL ENGINEER OF WORK • I I I I I 10 POINT OF CONNECTION (P.O.C.) SYSTEM B IRRIGATION NOTE: 0 WATER METER POINT OF CONNECTION TO DEDICATED IRRIGATION WATER METER INSTALLED BY CMWO. AN EXISTING IRRIGATION WATER SERVICE LINE IS LOCATED ON DEL NORTE, SEE CIVIL DRAWINGS. HYDRAULIC GRADE LINE NA STATIC WATER PRESSURE AT METER --85 P.S.I. WATER METER SIZE--------1" DESIGN WATER PRESSURE -----75 P.S.t MAXIMUM DESIGN FLOW-----37 G.P.M. THE FINAL IRRIGATION AS-BUil T 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 CARED. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION ANO STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. 0 BOOSTER PUMP IRRIGATION BOOSTER PUMP TO BE PROVIDED AND CONNECTED TO IRRIGATION SYSTEM WHERE SHOWN. CONTRACTOR TO PROVIDE POWER FROM INDEPENDENT CIRCUIT (3 PHS/208 VAC). ALSO PROVIDE TWO CONTROL WIRES FROM PUMP IN CONDUIT TO PAD SITE IRRIGATION CONTROLLER AS NOTED. PUMP SUPPLIER WILL MAKE CONNECTION OF PAD S1TE CONTROLLER TO PUMP. SEE DIMENSIONED LAYOUT OF POC COMPONENTS ON SHEETS L4.02-4.04. liiiil BACKFLOW DEVICE NEW 1• REDUCED PRESSURE BACKFLOW PREVENTER SEE EQUIPMENT LEGEND FOR SPECIFICATION, BACKFLOW PREVENTER MUST CONFORM TO ALL LOCAL CODE REQUIREMENTS. @ AUTOMATIC CONTROLLER 2 INDEPENDENT 120V/60CYC/20AMP ELECTRICAL CIRCUIT TO BE PROVIDED BY THE GENERAL CONTRACTOR. ONE CIRCUIT FOR THE CONTROLLER AND THE SECOND CIRCUIT FOR THE AUXILLARY OUTLET. THE IRRIGATION CONTRACTOR SHALL VERIFY EXACT LOCATION OF THE ELECTRICAL P.O.C.(S) ANO STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER OR DESIGNATED OWNER REPRESENTATIVE. 181 MASTER CONTROL VALVE APPROXIMATE LOCATION OF MASTER CONTROL VALVE ASSEMBLY (LINE SIZE) W/ 1-1/2" FLOW SENSOR UNIT (CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD) CONSTRUCTION NOTES -·--·-------- 0 0 PROPOSED IRRIGATION MAINLINE SHOWN UNDER HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE WITHIN ADJACENT PLANTED AREAS WHERE POSSIBLE. PROPOSED IRRIGATION MAINLINE SHOWN UNDER HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE MAINLINE IN PLANTER ON THE EAST SIDE OF THE SCREENWALL. NOTE: REFER TO SHEET L5.01 FOR A DIAGRAM OF THE FUTURE RECLAIMED LANDSCAPE IRRIGATION AREAS. WHEN RECLAIMED WATER SOURCE IS MADE AVAILABLE, RECLAIMED IRRIGATION P.O.C. IS TO BE RETROFITED PER THE CITY'S RECLAIMED WATER GUIDELINES. GRAPHIC KEY ..... I -· I 0 BUBBLER HEADS AND LATERAL LINES ARE SHOWN ON HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE WITHIN ADJACENT PLANTER WHERE POSSIBLE. NEW 1" WATER METER TO BE CONNECTED TO EXISTING IRRIGATION SERVICE LINE, SEE CIVIL DWGS. PIPE BElWEEN METER AND BACKFLOW PREVENTER SHALL BE TYPE "K" HARD COPPER. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA AUTOMATIC CONTROLLER LOCATIONS SHOWN DIAGRAMATICALLY. CONTRACTOR TO STAKE PROPOSED LOCATIONS IN THE FIELD FOR APPROVAL BY OWNER'S REPRESENTATIVE. @ ENLARGEMEN~e·=,·-0" w SCALE: 1 " -20'-o" s 0 20 -40 60 SCALE: IN F"E:E:T E BUil T" I Cit EXP. '-30•/I DATE REVIEWED BY: NORTH ~~( 4,:. ~u..& INSPECTOR DATE en:] 3 CITY OF CARLSBAD PLANNING DEPARTMENT GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING IMPROVEMENT PLANS FOR: PRIVATE (ONSITE} RECYCLED WATER SYSTEM FOR: ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA PLAN CHECK SUBMITTAL 09-10-2009 CARLSBAD PASEO PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 1 PLAN CHECK SUBMITTAL 09-10-2008 DATE INlllAL DATE INITIAL REVISION DESCRIPTION OlclER APPROVAL CITY APPROVAL PLANNING DWN BY: CHKD BY: __ _ RVWD BY: SHEET NO. L-3.03 PROJECT NO. MS 07-02 I DRAWING NO. 460-1L ~-------~ -r ('I') 0 . ('I') I ....I I-w w I U) w w (J) w z -....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 r I I ;~ ' 30' r ··-· l/;J 3 ... · .. ····r,······ r· ,,-, ----' ' . ' ' . '"o/J' : :., ' ' {, ... , 1 4' -- I 56' · ~=i:w.c,; .. "'" ., ·~ ~------~-------- 1 I I I TYPE "K' COPPER PIPE BEWTEEN METER AND BACKFLOW PREVENTER EXISTING CITY WATER LINE ---~ .......... 33' 1¼" ··-·-. ..... ..... ., . Y7-{ ,. ·r! ,,; < 1 ' J.&) ' :Yi·-.~-F NOTE: SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6MONTHS OF COMPLETION OF ROUGH GRADING SHALL BE TEMPORARILY PLANTED AND IRRIGATED . -:-T"'" ~ --+ r 2 ' • ., ......................... ........ 90' r, r t \. .. ............ . .,.-------- ., ., '/.. o/( .. .... ........ _ --- 1W •• •• ~' . r t l'I f11/lj' 1' " o/( ~ • " ., . , • o• .. ,-=c/,,> ;··-3/1 :YI -· ~ , WJtuE 8' l1oc 1 1 r i1/4 3/J f "'.Y, y, ;1 ., • • 1' I ' • • ■ ·<~,d•-+m:;;,,:=-1,- 1 MA1J,1J1-£ It BOC :y[S 14 1 =r 1' I.-IAIM.Jt-E 8' BOC ' 1· ft . ~-.. 10' 68' C-11 jW 26.D ""' 5' 67' 46' .,.:=·-··:!"'··~· ~--Ll....--- CONSTRUCTION NOTES 0 0 © PROPOSED IRRIGATION MAINLINE SHOWN UNDER HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE WITHIN ADJACENT PLANTED AREAS WHERE POSSIBLE. PROPOSED IRRIGATION MAINLINE SHOWN UNDER HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE MAINLINE IN PLANTER ON THE EAST SIDE OF THE SCREENWALL BUBBLER HEADS AND LATERAL LINES ARE SHOWN ON HARDSCAPE FOR CLARITY ONLY. CONTRACTOR TO LOCATE WITHIN ADJACENT PLANTER WHERE POSSIBLE . NEW 1" WATER METER TO BE CONNECTED TO EXISTING IRRIGATION SERVICE LINE, SEE CIVIL DWGS_ PIPE BETWEEN METER AND BACKFLOW PREVENTER SHALL BE TYPE "K" HARD COPPER. AUTOMATIC CONTROLLER LOCATIONS SHOWN DIAGRAMATICALLY. CONTRACTOR TO STAKE PROPOSED LOCATIONS IN THE FIELD FOR APPROVAL BY OWNER'S REPRESENTATIVE. RECLAIMED IRRIGATION MAINLINE CAPPED FOR FUTURE USE. SEE PLAN FOR MAINLINE SIZE. CONTRACTOR TO SET END CAP IN A 12" X 18" GREEN PLASTIC VALVE BOX WITH LOCKABLE COVER. COIITRAOTOR TO PROVIDE ELECTRICAL \','IRES IIJ A '/9( 1 • SCI I 46 PVC co,~OUIT FROM MASTER COlffROL )6/.._ --41VA.O.c'L.',fl'E:..AAIINIW6-FFl<LOa>',N\''1:S,EEcl<Nl6S€0>RRHTF€0).A0rRROOtlUNNBD-l'P'lcl.JA\S&TFll66-- w: ® PULL BOX LOCATED ON PLAN FOR RESTAURANT'S IRRIOATJOPJ USE. RESfAUAANT'S IRRIGATION COlffROLLER WILL BE PROVIDED BY OT! IERS. COIITAACTOR TO PRO',IDE 1 COMMON WIRE AND 5 COlffROL WIRES II~ A 2" SCI I 46 PVC COldflUIT FROM COtlTROLLER 'C' TO A ROUND PLASTIC PULL BO)( LOCATED ON Pl.AIJ FOR RESfAURANT'S IRRl6ATIOIJ l!SE. CONTRACTOR TO PROVIDE 2-14 GA WIRES IN 314" SCH 40 PVC CONDUIT (1 112' SCH 40 PVC SLEEVE UNDER HARDSCAPE) FROM PUMP TO LOCATION OF PAD SITE IRRIGATION CONTROLLER. PROVIDE TWO DIFFERENT COLORED WIRES IE BLACK AND RED). CONNECT WIRES TO PAD SITE CLOCK WITH AN ISOLATION RELAY. l OF PILASTER @ ENLARGEMEN~s"•1·-o· POINT OF CONNECTION (P.O.C.) SYSTEM C [El WATER METER POINT OF CONNECT!ON TO DEDICATED IRRIGATION WATER METER INSTALLED BY CMWD. HYDRAUL!C GRADE LINE-------NA STATIC WATER PRESSURE AT METER--85 P.S.I. WATER METER SIZE --------1' DESIGN WATER PRESSURE-----75 P.S.I. MAXIMUM DESIGN FLOW-----31 G.P.M. lHE LANDSCAPE CONTRACTOR SHALL VERIFY THE METER S!ZE, LOCATION ANO STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. 0 BOOSTER PUMP IRRIGATION BOOSTER PUMP TO BE PROVIDED AND CONNECTED TO IRRIGATION SYSTEM WHERE SHOWN. CONTRACTOR TO PROVIDE POWER FROM INDEPENDENT CIRCUIT (3 PHS/208 VAC). ALSO PROVIDE TWO CONTROL WIRES FROM PUMP IN CONDUIT TO PAD SITE IRRIGATION CONTROLLER AS NOTED. PUMP SUPPLIER WILL MAKE CONNECTION OF PAO SITE CONTROLLER TO PUMP. SEE DIMENSIONED UWOUT OF POC COMPONENTS ON SHEETS L4.02-4.04. liiil BACKFLOW DEVICE NEW r REDUCED PRESSURE BACKFLOW PREVENTER. SEE EQUIPMENT LEGEND FOR SPECIFICATION. BACKFLOW PREVENTER MUST CONFORM TO ALL LOCAL CODE REQUIREMENTS. @ AUTOMATIC CONTROLLER 2 INDEPENDENT 120V/60CYC/20AMP ELECTRICAL CIRCUIT TO BE PROVIDED BY THE GENERAL CONTRACTOR ONE CIRCUIT FOR THE CONTROLLER AND THE SECOND CIRCUIT FOR THE AUXILLARY OUTLET. THE IRRIGATION CONTRACTOR SHALL VERIFY EXACT LOCATION OF THE ELECTRICAL P.0.C.(S) AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER OR DESJGNA TED OWNER REPRESENTATIVE. 181 MASTER CONTROL VALVE APPROXlrvtATE LOCATION OF rvtASTER CONTROL VALVE ASSEMBLY (LINE SIZE) WI 1-1/2" FLOW SENSOR UNIT (CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD) IRRIGATION NOTE: IRRIGATION NOTES 1. INSTALL ALL PRESSURE ANO NON-PRESSURE LINES AND ANY EQUIPMENT INSIDE PU>.NTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSE OF CLARITY ONLY.) 2. ALL EQUIPMENT SHALL BE SELECTED ANO INSTALLED IN ACCORDANCE WITH SPECIFICATIONS ANO CONSTRUCTION DETAILS. SEE SHEET NO. L3.08 3. FOR SYMBOL DESIGNATIONS, SEE LEGEND ON SHEET NO. l3.05 4. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN SCH. 80 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM OEPTH AS SHOWN ON THE SLEEVING DETAIL. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF PAVING. 5. ALL SPRAY HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN ANO ARCS SHOWN ON THE PL.ANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT IS NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES Will-I ADJUSTABLE ARC UNITS . 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT LOCATION OF SPRINKLER HEADS ARE THE RESPONSIBILIT'f OF THE INSTALLING CONTRACTOR TO SEE THAT THEY ARE DEFINED PRIOR TO INSTALLATION. 7. AS-BUILT DRAWINGS AND SPECIFICATIONS SHALL BE MAINTAINED ON SITE AT ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED IMMEDIATELY AS REQUIRED. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED ANO VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE ANO CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE INSTALLAT!ON. BY FAIL!NG TO DO SO, THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUSTMENTS REQUIRED. 9. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. PIPE SIZING NOTES SIZING CHART 1. REFER TO IRRIGATION HEAD LEGEND PVC SYMBOL GPM ON SHEET L3.05 FOR GPM OF SPRAY HEADS. 314" ~ :YI 0-8 2. CONTRACTOR TO DETERMINE PIPE SIZING WHERE SYMBOLS ARE NOT 1" "==t 8-13 SHOWN. SEE ADJACENT SIZING CHART 1 1/4" e:::1Y.( 13-23 3. ALL LATERAL LINE PIPE DOWNSTREAM 1 1/2" "==w 23-32 OF A 3W SIZED PIPE IS ALSO 3W. 2· ~2" 32-53 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING TI1REE OR FEWER SPRAY 2 112" "==2w 53-74 HEADS SHALL BE SIZED 3/4". 3' <;::~, 74-116 THE FINAL IRRIGATION 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 CARED . NOTE: REFER TO SHEET L5.01 FOR A DIAGRAM OF THE FUTURE RECLAIMED LANDSCAPE IRRIGATION AREAS. WHEN RECLAIMED WATER SOURCE IS MADE AVAILABLE, RECLAIMED IRRIGATION P.O.C. IS TO BE RETROFITED PER THE CITY'S RECLAIMED WATER GUIDELINES. GRAPHIC KEY I -· I APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA * FUTURE RECLAIMED WATER SYSTEM THE IRRIGATION SYSTEM IS DESIGNED TO BE CONNECTED TO A FUTURE RECLAIMED WATER SOURCE WHEN MADE AVAILABLE. ALL IRRIGATION COMPONENTS SHALL ADHERE TO THE CITY'S RECLAIMED WATER GUIDELINES AND SPECIFICATIONS. REFER TO THE RECLAIMED WATER REQUIREMENTS ON SHEET L3.01. SCALE: 1" -20'-0" 10 0 20 40 SCALE IN F"EET w 60 s NORlli E GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. DEVELOPERS NAME: ____________ 1---t---+~~P.,,LAc'_N~C"'H,'cEC'c"K~S"-'U"c'B"'M"I T,"T A,,,L=-"0.-,_9-=-"10~-:..2c,c0"-'0.-,_9 __ (-_---+----l----l---l PLAN CHECK SUBMITTAL 08-27-2009 BUil T" • EXP. fi•30• II INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: DATE DATE ~ L_Q_J PRIVATE {ONSITE) RECYCLED WATER SYSTEM FOR: CARLSBAD PASEO ADDRESS: PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 APPROVi:tt l 4,-. l:\\A ➔-l-11 SHEET NO. 1---+---f-4i~P~L='.AccN~c-'-H"=E"'-c~K-'s~u'-'Bc"M"'-I T_,_TccA~L'--'-'12e:-=--o,,.,9>.::-:..2cco".:o~s __ -J-__ -J-_ _ji-_---i __ --1 PLANNING L-3. 04 TELEPHONE:-------1 PLAN CHECK SUBMITTAL 09-10-2008 ~~~;==_':=_':=_':=_':=_':=_::;-;==~~~~==::::;'.~====; OWN BY: PROJECT NO. DRAW1NG NO. DATE PLAN PREPARED:___________ DATE INlllAL DATE INITIAL DATE INlllAL CHKD BY: __ _ BY: ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: MS 07-02 460-1 L .r: ~ 0 I -r SPRINKLER LEGEND SYM ARC RAD TRJ DESCRIPTION PSI GPM MFG. BODY NDZ REM DETAIL 0 360° O' 0 FLOOD BUBBLER 30 0.25 RAINBIRD 1804-SAM-PRS 1401 SHRUBS DET. 10, SHT. L3.06 • 360° O' 0 FLOOD BUBBLER 30 0.50 RAINBIRD 1804-SAM-PRS 1402 SHRUBS DET. 10, SHT. L3.06 • 360° O' 0 FLOOD BUBBLER 30 1.00 RAINBIRD 1804-SAM-PRS 1404 TREES DET. 10. SHT. L3.06 • 360° O' 0 FLOOD BUBBLER 30 2.00 RAINBIRD 1804-SAM-PRS 1408 TREES DET. 10, SHT. L3.06 9 90' 5' 5 SHRUB POP-UP SPRAY HEAD 30 0.10 RAINBIRD 1812-SAM-PRS 50 DET. 5, SHT. L3.06 V 120° 5' 5 SHRUB POP-UP SPRAY HEAD 30 0.13 RAINBIRD 1812-SAM-PRS 5T DET. 5, SHT. L3.06 V 180° 5' 5 SHRUB POP-UP SPRAY HEAD 30 0.20 RAINBIRD 1812-SAM-PRS 5H DET. 5, SHT. L3.06 X 360° 5' 5 SHRUB POP-UP SPRAY HEAD 30 0.41 RAINBIRD 1812-SAM-PRS 5F DET. 5, SHT. L3.06 ¥' 90" B' 10 SHRUB POP-UP SPRAY HEAD 30 0.26 RAINBIRD 1812-SAM-PRS 80 DET. 5, SHT. L3.06 y 120° B' 10 SHRUB POP-UP SPRAY HEAD 30 0.35 RAINBIRD 1812-SAM-PRS 8T DET. 5. SHT. L3.06 y 180° 8' 10 SHRUB POP-UP SPRAY HEAD 30 0.52 RAINBIRD 1812-SAM-PRS 8H DET. 5. SHT. L3.06 X 360" 8' 10 SHRUB POP-UP SPRAY HEAD 30 1.05 RAINBIRD 1812-SAM-PRS 8F DET. 5, SHT. L3.06 V 90° 10' 15 SHRUB POP-UP SPRAY HEAD 30 0.39 RAINBIRD 1812-SAM-PRS 100 DET. 5, SHT. L3.06 V 120° 10' 15 SHRUB POP-UP SPRAY HEAD 30 0.53 RAINBIRD 1812-SAM-PRS 10T DET. 5, SHT. L3.06 V 180° 10' 15 SHRUB POP-UP SPRAY HEAD 30 0.79 RAINBIRD 1812-SAM-PRS 10H DET. 5, SHT. L3.06 X 360° 10' 15 SHRUB POP-UP SPRAY HEAD 30 1.58 RAINBIRD 1812-SAM-PRS 10F DET. 5, SHT. L3.06 \J 90' 12' 30 SHRUB POP-UP SPRAY HEAD 30 0.65 RAINBIRD 1812-SAM-PRS 120 DET. 5, SHT. L3.06 \I 120° 12' 30 SHRUB POP-UP SPRAY HEAD 30 0.87 RAINBIRD 1812-SAM-PRS 12T DET. 5, SHT. L3.06 \I 180° 12' 30 SHRUB POP-UP SPRAY HEAD 30 1.30 RAINBIRD 1812-SAM-PRS 12H DET. 5, SHT. L3.06 X 360° 12' 30 SHRUB POP-UP SPRAY HEAD ' 30 2.50 RAINBIRD 1812-SAM-PRS 12F DET. 5, SHT. L3.06 w 90° 15' 30 SHRUB POP-UP SPRAY HEAD 30 0.92 RAINBIRD 1812-SAM-PRS 150 DET. 5, SHT. L3.06 '$' 120° 15' 30 SHRUB POP-UP SPRAY HEAD 30 1.23 RAINBIRD 1812-SAM-PRS 15T DET. 5, SHT. L3.06 '$' 180° 15' 30 SHRUB POP--UP SPRAY HEAD 30 1.85 RAINBIRD 1812-SAM-PRS 15H DET. 5, SHT. L3.06 l 360° 15' 30 SHRUB POP-UP SPRAY HEAD 30 3.70 RAINBIRD 1812-SAM-PRS 15F DET. 5, SHT. L3.06 e 90° 5' 5 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.10 RAINBIRD 1806-SAM-PRS 50 DET. 6, SHT. L3.06 A 120° 5' 5 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.13 RAINBIRD 1806-SAM-PRS 5T DET. 6, SHT, L3.06 A 180' 5' 5 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.20 RAINBIRD 1806-SAM-PRS 5H DET. 6, SHT. L3.06 0 360° 5' 5 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.41 RAINBIRD 1806-SAM-PRS 5F DET. 6, SHT. L3.06 ~ 90° 8' 10 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.26 RAINBIRD 1806-SAM-PRS ea DET. 6, SHT. L3.06 ,-, 120° 8' 10 LAWN/SHRUB POP-UP SPRAY HEAD 30 0,35 RAINBIRD 1806-SAM-PRS 8T DET. 6, SHT. L3.06 ,-, 180° 8' 10 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.52 RAINBIRD 1806-SAM-PRS 8H DET. 6, SHT. L3.06 ~ 360° 8' 10 LAWN/SHRUB POP-UP SPRAY HEAD 30 1.05 RAINBIRD 1806-SAM-PRS BF DET. 6, SHT. L3.06 0 90° 10' 15 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.39 RAINBIRD 1806-SAM-PRS 100 DET. 6, SHT. L3.06 n 120° 10' 15 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.53 RAINBIRD 1806-SAM-PRS 10T DET. 6, SHT. L3.06 n 180° 10' 15 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.79 RAINBIRD 1806-SAM-PRS 10H DET. 6, SHT. L3.06 0 360° 10' 15 LAWN/SHRUB POP-UP SPRAY HEAD 30 1.58 RAINBIRD 1806-SAM-PRS 10F DET. 6, SHT. L3.06 'v 90° 12' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.65 RAINBIRD 1806-SAM-PRS 12Q DET. 6, SHT. L3.06 V 120° 12' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.87 RAINBIRD 1806-SAM-PRS 12T DET. 6, SHT. L3.06 V 180° 12' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 1.30 RAINBIRD 1806-SAM-PRS 12H DET. 6, SHT. L3.06 X 360° 12' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 2.50 RAINBIRD 1806-SAM-PRS 12F DET. 6, SHT. L3.06 CD 90° 15' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 0.92 RAINBIRD 1806-SAM-PRS 150 DET. 6, SHT. L3.06 Q 120° 15' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 1.23 RAINBIRD 1806-SAM-PRS 15T DET. 6, SHT. L3.06 Q 180° 15' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 1.85 RAINBIRD 1806-SAM-PRS 15H DET. 6, SHT. L3.06 © 360' 15' 30 LAWN/SHRUB POP-UP SPRAY HEAD 30 3.70 RAIN~IRD 1806-SAM-PRS 15F DET. 6, SHT. L3.06 NOTE: CONTRACTOR TO INSTALL RAINBIRD 1800-NPCAP COVERS ON ALL IRRIGATION SPRAY HEADS IN FUTURE RECLAIMED IRRIGATION AREAS. SEE SHEET L5.01 FOR FUTURE RECLAIMED IRRIGATION AREAS. GENERAL LEGEND SYMBOL c:: 1½' c:: 2" DESCRIPTION PRESSURE SUPPLY LINES & SIZE (1 1/2" AND SMALLER) PRESSURE SUPPLY LINES & SIZE (2" AND LARGER) NON-PRESSURE LATERAL LINE & SIZE SLEEVE & SIZE (2" AND LARGER) ~--,..,..--t-CONTROLLER SEQUENCE 1 Af"\ t----,-=::l--i-GALLONS PER MINUTE (GPM) ', 1:Jo'~J REMOTE CONTROL VALVE SIZE @ AUTOMATIC CONTROLLER @ AUTOMATIC CONTROLLER © AUTOMATIC CONTROLLER REMOTE CONTROL VALVE (1", 1 ½" & 2") () QUICK COUPLING VALVE BACKFLOW PREVENTION ASSEMBLY BALL VALVES (LINE SIZE) !81-{t-MASTERVALVE t-FLOW SENSOR PULL BOX BOOSTER PUMP WATER METER SYSTEM DESIGN PARAMETERS (3 PUMPS): 0 CLOSE-COUPLED CENTRIFUGAL PUMP, CAST IRON BRONZE FITTED. 0 NEMA 4X SIMPLEX CONTROL PANEL FOR AUTOMATIC OPERATION. 0 BRONZE 1/4 TURN BALL VALVE 0 BRONZE NON-ADJUSTABLE FLOW SWITCH. 0 TYPE 'L" COPPER 0 BRONZE UNION ADAPTER. 0 PRESSURE GAUGE, LIQUID DAMPENED. 0 MARINE GRADE ALUMINUM ENCLOSURE, HINGED TOP. 0 STRUCTURAL ALUMINUM BASEPLATE. @ BRASS PIPE, DOUBLE WRAPPED WITH PVC PIPE WRAP 0 BRASS 90 DEG. ELBOW. @ PVC SCHEDULE 80 MALE ADAPTER @ CONCRETE THRUST BLOCKS, 1 CUBIC FOOT MINIMUM. @ 6 INCH THICK CONCRETE PAD, ASTM C-94, ACI STD 318-83 MIX, 2500 PSI RATED ® MAIN POWER CONDUIT. @ IRRIGATION CONTROLLER SIGNAL CONDUIT. MANUFACTURER & PART NUMBER SCHEDULE 40 P.V.C. (PURPLE ON RECLAIMED SYSTEM) CLASS 315 P.V.C. (PURPLE ON RECLAIMED SYSTEM) CLASS 200 P.V.C. (PURPLE ON RECLAIMED SYSTEM) SCH 80 P.V.C. UNDER ROAD (PURPLE ON RECLAIMED SYSTEM) REFERENCE SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS DET. 7 & 9, SHT. L3.06 SCH 40 P.V.C. UNDER NON-ROAD PAVING (PURPLE ON RECLAIMED SYSTEM) UNITED GREEN TECH CONTROLLER ASSEMBLY PART NO. CA6-RB1-24 -RRA-HFSO-150-RSE UNITED GREEN TECH CONTROLLER ASSEMBLY PART NO. CA6-RB1-40 -RRA-HFS0-150-RSE UNITED GREEN TECH CONTROLLER ASSEMBLY PART NO. CA6-RB1-24 -RRA-HFS0-150-RSE RAINBIRD PESBR-PRS-D SERIES (RECLAIMED) @1661 I !ill IP /F FEBCO825Y IMfl ij TORO 100--ATLVC (RECLAIMED) HAMMOND 8901 BRASS SERIES SUPERIOR CONTROLS CO. MODEL 3000 (NORMALLY CLOSED) UNITED GREEN TECH (HFS0-150) (SEE BELOW FOR THE SYSTEM DESIGN PARAMETERS) GREEN PRODUCT SALES CONTACT: (949) 584-7311 GPS10@EARTHLINK.COM SEE CIVIL DWGS. DET. 2, SHT. L3.06 DET. 2, SHT. L3.06 DET. 2, SHT. L3.06 DET. 4, SHT. L3.06 DET. 8, SHT. L3.06 DET. 1, SHT. L3.06 DET. 11, SHT. L3.06 DET. 3, SHT. L3.06 DET. 3, SHT. L3.06 DET. 1, SHT. L3.05 SEE CIVIL DWGS. IBGAS-.5-2-2 3SGPM 60PSI 2INCH 12 11 2 l---_/11 0/,..' ,_,,~ . .. • . • • . • ·• . .. @) 16 2 ~ ~. .. 11-m.., :i--b 4A."\11'S@230ll PH ,,,.. ... l'ullt.....i •• . . . • • ! . 3PHASE60Hz 42 FEET fotolffud(I' 12 • • .. • BOOSTER PUMP SCALE NTS 1 GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. DEVELOPERS NAME: ____________ _ PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 ADDRESS: PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 TELEPHONE: ______ _ PLAN CHECK SUBMITTAL 09-10-2008 DATE PLAN PREPARED: __________ _ BY: DATE INITIAL I ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS B U I LT" L.A. __ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE ~ L1§_J CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: PRIVATE (ONSITE) RECYCLED WATER SYSTEM FOR: CARLSBAD PASEO APPROVEDrf-.X-( C:t-,E:\l-Jt: PLANNING OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVWD BY: MS 07-02 SHEET NO. L-3.05 DRAWING NO. 460-1L ' ., ( WATER PRESSURE CALCULATIONS AB 325 CALCULATIONS ' WATER METER A WATER METER A WATER METER B WATER METER C j. ' I ' POCNUMBER A P"CSIZE 1" MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAXIMUM APPLIED WATER ALLOWANCE (MAWA) ' HYDRAULIC GRADE LINE POC ELEVATION -63.0' \ l ELEVATION DIFFERENCE 1.03' STATIC PRESSURE IPSII 76 ., REMOTE CONTROL VALVE# MAWA = (ETo)(0.8)(LA)(0.62) MAWA = (ETo)(0.8)(LA)(0.62) MAWA = (EToX0.8)(LA)(0.62) ' A-16 REMOTE CONTROL VALVE SIZE 11/2" \ R.C.V. DEMAND 1GPM\ 35.0 TOTALDEMANDIGPMI 35 MAWA = MAXIMUM APPLIED WATER ALLOWANCE (GALLONS PER YEAR) MAWA = MAXIMUM APPLIED WATER ALLOWANCE (GALLONS PER YEAR) MAWA = MAXIMUM APPLIED WATER ALLOWANCE (GALLONS PER YEAR) ~ R.C.V. ELEVATION 61.97' STATIC PRESSURE AT R.C.V. 75PSI ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) SIZE DESCRIPTION PSI LOSS 0.8 = ET ADJUSTMENT FACTOR 0.8 = ET ADJUSTMENT FACTOR 0.8 = ET ADJUSTMENT FACTOR PA= PLANTING AREA (SQUARE FEET) PA= PLANTING AREA (SQUARE FEET) PA= PLANTING AREA (SQUARE FEET) 1" WATER METER 7.8 PSI 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) 1" BACKFLOW PREVENTER 12.0 PSI CARLSBAD ETo = 48.72 CARLSBAD ETo = 48.72 CARLSBAD ETo = 48.72 2" BALL VALVES 4.5 PSI PLANTING AREA = 13,826 SQUARE FEET PLANTING AREA= 24,587 SQUARE FEET PLANTING AREA= 14,115 SQUARE FEET ' 1 1/2" MASTER CONTROL VALVE 1.0 PSI 2" 494 FEET OF MAINLINE: CLASS 31'-4.9 PSI MAWA = (48.72)(0.8)(13,826)(0.62) MAWA = (48.72)(0.8)(24,587)(0.62) MAWA = (48.72)(0.8)(14, 115X0.62) QUICK COUPLER VALVES 7.0 PSI I MAWA = 334,107 GALLONS PER YEAR I MAWA z 594,148 GALLONS PER YEAR I I MAWA = 341,091 GALLONS PER YEAR I 11/2" REMOTE CONTROL VALVE 3.6 PSI I 128 FEET LATERAL LINE LOSS: SCH 40 1.1 PSI ' FITTING LOSS 2.0 PSI 1.03 FEET ELEVATION CHANGE IP.O.C. TO HIGHEST HEAD\ 0.4 PSI TOTAL SYSTEM PRESSURE LOSS 44.3 PSI ESTIMATED TOTAL WATER USE (ETWU) ESTIMATED TOTAL WATER USE (ETWU) ESTIMATED TOTAL WATER USE (ETWU) PRESSURE RE"UIRED AT HEAD 30.0 PSI TOTAL PRESSURE RE"UIRED 74.3 PSI STATIC WATER PRESSURE 76 PSI ETWU (HYDROZONE) = [(ETo)(PF)(LA)(0.62)]/IE ETWU (HYDROZONE) = [(ETo)(PF)(LAX0.62)]/IE ETWU (HYDROZONE) = [(ETo)(PF)(LA)(0.62)]/IE RESIDUAL PRESSURE 1.7 PSI SET PRV OR MCV AT 75 PSI ETWU = ESTIMATED TOTAL WATER USE (GALLONS PER YEAR) ETWU = ESTIMATED TOTAL WATER USE (GALLONS PER YEAR) ETWU = ESTIMATED TOTAL WATER USE (GALLONS PER YEAR) PRESSURE BOOST PROVIDED 20 PSI ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) ETo = REFERENCE EVAPOTRANSPIRATION (INCHES PER YEAR) PF= PLANT FACTOR PF= PLANT FACTOR PF= PLANT FACTOR PA = PLANTING AREA (SQUARE FEET) PA= PLANTING AREA (SQUARE FEET) PA= PLANTING AREA (SQUARE FEET) WATER METER B 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) 0.62 = CONVERSION FACTOR (TO GALLONS PER SQUARE FOOT) IE= IRRIGATION EFFICIENCY IE= IRRIGATION EFFICIENCY IE= IRRIGATION EFFICIENCY HYDROZONE 1 HYDROZONE 1 HYDROZONE 1 POC NUMBER B POCSIZE DESCRIPTION: LAWN DESCRIPTION: LAWN DESCRIPTION: LAWN ,, 1" ETWU = (48.72)(0.8)(2559)(0.62)/(0.7) HYDRAULIC GRADE LINE POC ELEVATION 63.0' ETWU = (48. 72)(0.8)(2379)(0.62)/(0.7) ETWU = (48.72)(0.8)(1130)(0.62)/(0.7) ' -ETWU = 88,340 GALLONS PER YEAR ELEVATION DIFFERENCE 2.22' STATIC PRESSURE CPSI\ 76PSI ETWU = 82, 127 GALLONS PER YEAR ETWU = 39,009 GALLONS PER YEAR ' REMOTE CONTROL VALVE# B-20 REMOTE CONTROL VALVE SIZE 11/2" HYDROZONE2 HYDROZONE2 HYDROZONE2 R.C.V. DEMAND IGPMl 25.2 TOTALDEMANDCGPM\ 37 DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE R.C.V. ELEVATION 60.78' STATIC PRESSURE AT R.C.V. 75 PSI ETWU = (48.72)(0.5)(5257)(0.62)/(0.7) ETWU = (48.72)(0.5)(8416)(0.62)/(0.7) ETWU = (48.72)(0.5)(3070)(0.62)/(0.7) SIZE DESCRIPTION ETWU = 113,425 GALLONS PER YEAR ETWU = 181,583 GALLONS PER YEAR ETWU = 66,238 GALLONS PER YEAR PSI LOSS ' HYDROZONE 3 HYDROZONE3 HYDROZONE3 /, 1" WATER METER 4.0 PSI DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE l 1" BACKFLOW PREVENTER 12.0 PSI ETWU = (48.72)(0.4)(1594)(0.62)/(0.7) ETWU = (48.72)(0.4)(2774)(0.62)/(0.7) ETWU = (48.72)(0.4)(7825)(0.62)/(0.7) l 2" BALL VALVES ETWU = 47,881 GALLONS PER YEAR ' 4.5 PSI ETWU = 27,513 GALLONS PER YEAR ETWU = 135,065 GALLONS PER YEAR 1 1/2" MASTER CONTROL VALVE 1.0 PSI l 2" 841 FEET OF MAINLINE: CLASS 315 4.1 HYDROZONE4 HYDROZONE4 HYDROZONE4 ' PSI 7 DESCRIPTION: SHRUB, GROUNDCOVER AND TREE ' QUICK COUPLER VALVES 7.0 PSI DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE APPROVED FOR IRRIGATION AND ' ' ETWU = (48.72)(0.4)(1356)(0.62)/(0.7) 11/2" REMOTE CONTROL VALVE 3.6 PSI ETWU = (48.72)(0.4)(3969)(0.62)/(0.7) ETWU = (48.72)(0.4)(813)(0.62)/(0.7) PLANTING ONLY, INCLUDING PRECISE ETWU = 68,508 GALLONS PER YEAR ETWU = 23,405 GALLONS PER YEAR ETWU = 14,033 GALLONS PER YEAR 311 FEET LATERAL LINE LOSS: SCH 40 4.8 PSI LOCATION OF PLANTING AREA FITTING LOSS 2.0 PSI HYDROZONE5 HYDROZONE5 HYDROZONE5 2.22 FEET ELEVATION CHANGE CP.O.C. TO HIGHEST HEADI 1.0 PSI DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE DESCRIPTION: SHRUB, GROUNDCOVER AND TREE ' TOTAL SYSTEM PRESSURE LOSS 44.0 PSI ETWU = (48.72)(0.5)(627)(0.62)/(0.7) ETWU = (48.72)(0.4)(7079)(0.62)/(0.7) ETWU = (48.72)(0.4)(1277)(0.62)/(0.7) PRESSURE RE"UIRED AT HEAD 30.0 PSI ETWU = 13,528 GALLONS PER YEAR ETWU = 122, 189 GALLONS PER YEAR ETWU = 22,042 GALLONS PER YEAR TOTAL PRESSURE RE"UIRED 74.0 PSI HYDROZONE6 STATIC WATER PRESSURE I TOTAL ETWU • 278,387 GALLONS PER YEAR 76 PSI I TOTAL ETWU" 305,101 GALLONS PER YEAR I DESCRIPTION: ANNUALS I RESIDUAL PRESSURE 2 PSI ETWU = (48.72)(0.8)(2403)(0.62)/(0.7) SET PRV OR MCV AT 75 PSI ETWU = 82,955 GALLONS PER YEAR PRESSURE BOOST PROVIDED 20 PSI I TOTAL ETWU = 546,353 GALLONS PER YEAR I WATER METER C \-1-l'IUSCAp, <> .,_,.NNETH ~ -1 ~ <:) "' Lie. No. ~ ~ .., -::. "' "' <.> ~ -< POCNUMBER C POCSIZE 1" * 0 ,-30-i1 * R!'NEW,1_ DATE HYDRAULIC GRADE LINE POC ELEVATION -64.09' ELEVATION DIFFERENCE 1.62' STATIC PRESSURE /PSI\ 76PSI d',,,_ 08--29 2009 ~ "" REMOTE CONTROL VALVE# C-13 REMOTE CONTROL VALVE SIZE -1,. "'""' 11/2" < Of C ~1.\'ll R.C.V. DEMAND 1GPMI 30.6 TOTALDEMANDIGPMI 31 R.C.V. ELEVATION 62.47' STATIC PRESSURE AT R.C.V. 75 PSI SIZE DESCRIPTION PSI LOSS ,;ii' 1t ' ' 1" WATER METER 5.3 PSI ,f, I j:lt'"'°, ' ,J :, ' ' 1" BACKFLOW PREVENTER 12.0 PSI 2" BALL VALVES 4.5 PSI "AS BUILT" 1 1/2" MASTER CONTROL VALVE 1.0 PSI 2" I 645 FEET OF MAINLINE: CLASS 315 4.8 PSI QUICK COUPLER VALVES 7.0 PSI 11/2" REMOTE CONTROL VALVE 3.6 PSI L.A. EXP. DATE 138 FEET LATERAL LINE LOSS: SCH 40 3.2 PSI FITTING LOSS 2.0 PSI REVIEWED BY: 1.62 FEET ELEVATION CHANGE IP.O.C. TO HIGHEST HEAD\ 0.7 PSI TOTAL SYSTEM PRESSURE LOSS 44.1 PSI INSPECTOR DATE PRESSURE REQUIRED AT HEAD 30.0 PSI TOTAL PRESSURE REQUIRED 74.1 PSI urJ CITY OF CARLSBAD CTr] STATIC WATER PRESSURE 76 PSI 6 PLANNING DEPARTMENT 3 RESIDUAL PRESSURE 1.9 PSI SET PRV OR MCV AT 75 PSI GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING IMPROVEMENT Pl.ANS FOR: ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PRIVATE (ONSI'I'E) RECYCLED WATER SYSTEM FOR: PRESSURE BOOST PROVIDED 20 PSI STATIC WATER PRESSURE GIVEN BY: PLAN CHECK SUBMITTAL 09 10 CARLSBAD PASEO CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: 2009 GAIL (760) 438-2722 ADDRESS: PLAN CHECK SUBMITTAL 08 27 2009 PLAN CHECK SUBMITTAL 04 14 2009 APPROVED:/'t:"...(-&-~~ PLAN CHECK SUBMITTAL 03-02 2009 'J-Z.5-c't' SHEET NiA .. -3.05 , PLAN CHECK SUBMITTAL 12 09 2008 PLANNING TELEPHONE: .1\ PLAN CHECK SUBMITTAL 09 10 2008 DWN BY: DATE PLAN PREPARED: DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: MS 07-02 460-1 L BY: ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: • f 8 4 13 11 5 6)---, 12 -o-+--'-4-------l 9 0 12• X 18" PURPLE PLASTIC BOX & 0 CONTROL WIRE COVER WI LOCK TOP MARKED: R.C.V. © BOX TO BE PLACED AT RIGHT ANGLE SOLENOID TO HARDSCAPE EDGE. © PVC MAINLINE AND FITTINGS ® CURL TYPE EXPANSION LOOP SEE LEGEND (MIN. 24") @ 0 314• PEA GRAVEL (MIN. s• DEPTH) WATERPROOF WIRE CONNECTION @ PVC 90' ELL 0 CHRISTV"S ID. TAG (STND.) SECURE TO SOLENOID WIRES. SEE SPECS. @ ELECTRIC REMOTE CONTROL 0 VALVE PER LEGEND FINISH GRADE @) FLOW ADJUST © COMMON WIRE NOTES; 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED. 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA SPACE A MtN. OF 3 FT. APART. 3. USE SEALS PIPE NO. 8200 ON ALL THREADED FITTINGS. 3 5 REMOTE CONTROL VALVE SCALE NTS 9 NOTES: 0 © 0 0 0 © 0 © 0 @) ROUND PURPLE PLASTIC BOX & COVER WI LOCK TOP MARKED: Q.C. QUICK COUPLER VALVE LOCATE TOP OF VALVE 2" BELOW TOP OF BOX COVER FINISH GRADE 314" PEA GRAVEL (MIN. 6" DEPTH) PVC SUPPLY LINE 24• M1N. LENGTH NO. 4 REBAR ATTACH WI 2 STAINLESS STEEL BANDS. BRASS STREET ELL BRASS NIPPLE (6" MIN.) PVC SCH. 40 TEE OR ELL BRASS NIPPLE. LENGTH AS REQUIRED. 6 }--------- 1. SET VALVE BOX FLUSH WITH FINISH GRADE IN TURF AREAS. SET 2~ ABOVE FINISH GRADE IN GROUNDCOVER AREAS. 7 8 7 2. QUICK COUPLER DETAIL VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLING VALVE SCALE NTS ' 4 2 NOTES: 0 0 0 0 0 0 ROUND PURPLE PLASTIC BOX & COVER W! LOCK TOP MARKED: 9.V. FINISH GRADE PVC MALE ADAPTOR BALL VAf.VE 314• PEA GRAVEL (MIN. 6" DEPTH} PVC SUPPLY LINE 1. BALL VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE APPROVED. 2. SET VALVE BOX FLUSH WITH FINISH GRADE IN TURF AREAS. SET 2" ABOVE FINISH GRADE IN GROUNDCOVER AREAS. 4 8 BALL VALVE ASSEMBLY SCALE 11 1-------, NTS ~I>··=· ~~~·:::'--'+·f"--'-'"'· c ~...=,l ______, 2 c6 12" MINIMUM REQUIRED VERTICAL SEPARATION 3)---,(/ 0 ® 0 0 STREET SURFACE (LMD AREAS) POTABLE MAINLINE (SEE IMPROVEMENT DRAWINGS) SLEEVE RECYCLED WATER IRRIGATION MAINLINE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE FOLLOWING: •STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS• •cARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" OCTOBER 1993 0 ® 0 0 0 © 0 0 © 0 0 0 © 0 8ill 4 5 9 13 MIN. 10 X DIA. OF q;_ FLOW SENSOR SIZE q;_ AUTOMATIC CONTROLLER (BEYOND) MASTER VALVE RELAY AND FLOW SENSOR 'LARK' BOX INSIDE CONTROLLER ENCLOSURE. PAIGE ELECTRICAL P7200-0 CABLE SHOWN DIAGRAMATICALLY. TO BE LOCATED IN 1" P.V.C. CONDUIT. (2) NO. 14 WIRES SHOWN DIAGRAMATICALLY. TO BE LOCATED IN 1" P.V.C, CONDUIT. FLOW SENSOR SIZED PER PLAN MASTER CONTROL VALVE 'NORMALLY SET IN THE OPEN POSITION) PRESSURE SUPPLY LINE (DISCHARGE) NOTES: 1. SET VALVE BOX FLUSH WITH FINISH GRADE IN TURF AREAS. SET 2• ABOVE FINISH GRADE IN GROUNDCOVER AREAS. 2. ALL WIRES ARE TO BE AS NOTED. 3, USE SEALS PIPES NO. 8200 ON ALL THREADED FITTINGS. 4 WATERPROOF ALL WIRE CONNECTIONS. 8 6 MIN. 5 X DIA. OF FLOW SENSOR SIZE 0 0 PRESSURE SUPPLY LINE TO BE SAME DIAMETER AS FLOW SENSOR 12" X 18" PURPLE PLASTIC BOX ANO COVER WI LOCK TOP MARKED: F.S. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 12" X 18" PLASTIC BOX AND COVER W/ LOCK TOP MARKED: M.C.V. FINISH GRADE PVC TEE 314" PEA GRAVEL (MIN. 6" DEPTH) COUPLING MASTER CONTROL VALVE SCALE NTS SCH 60 PVC SLEEVING. SEE SPECIFICATIONS CONTROL WIRES PRESSURE SUPPLY LINE NON-PRESSURE SUPPLY LINE CONCRETE/AC. ROAD PAVING COMPACTED SUBGRADE CLEAN COMPACTED BACKFILL SEE SPECIFICATIONS. O 'o · _ t>o I> <I, Cl o . O , · o. 7 3 NOTES: 1. CONTRACTOR TO GROUND AND PROVIDE SURGE PROTECTION FOR FIELD UNIT IN ACCORDANCE WI MANUF.RECCOM.AND GROUND ROD(S) SHOWN. CONTRACTOR TO SET UP A SAMPLE PEDESTAL FOR CONSULT ANT REVIEW AND APPROVAL PRIOR TO INSTALLING BALANCE OF FIELD UNITS. INST ALLA 4 )-_..,--a 30 AMP DISCONNECT W. 6.25 AMP FUSE AND 120V DUPLEX RECEPTACLE INSIDE PEDESTAL.ALL ELECTRICAL WORK TO CONFORM WI LOCAL CODE. 6 AREA 5 PLAN VIEW ! •CLOSEST IRRIGATED •i 3 =-+--,,-t+t-+.....++t-++t-o-~--,,,,----------y 0 0 <Jo ,,.,.,-r,=a.,,,,,,,,,..,-~ 8 11 10 0 16. TOP ENTRY STAINLESS STEEL CONTROLLER © 5,e• X 8 FT. COPPER CLAD GROUNDING ROD W/ BRONZE ENCLOSURE (NEMA 3R RAINPROOF ENCLOSURE -CLAMP. (QTY. AS RECCOMENDED BY MANUFACTURER) UL LISTED) SECURED TO CONCRETE FOOTING W/ 0 1 COMMON WIRE TO ALL R.C.V.'S GALVANIZED J BOLTS (TYP. 2 PLACES) 1 CONTROL WIRE TO EACH R.C.V. ® RAINBIRD ESP-MC CONTROLLER (SEE IRRIGATION @ 3" PVC SWEEP ELBOW AND CONDUIT FOR CONTROL WIRES. EQUIPMENT LEGEND FOR SIZE SPECIFICATION) 0 CAST-IN-PLACE CONCRETE FOOTING. ® 1" PVC SWEEP ELBOW AND CONDUIT FOR GROUND WIRE. 0 POWER SWITCH/GFI RECEPTAQE @ 1• PVC CONDUIT FOR 120 VAC ELECTRICAL (INDEPENDENT SERVICE PROVIDED BY 0 ALL WIRES TO BE SECURELY TIED INSIDE ENCLOSURE. ELECTRICAL CONTRACTOR.) © @) 1·1/4" PVC CONDUIT FOR COMMUNICATION 10" ROUND PURPLE PLASTIC VALVE BOX CABLE TO SATELITE ASSEMBLY. (IF REQUIRED) 0 AUTOMATIC RAIN/FREEZE SHUTOFF MOUNTED AND ® 1-1/4"' PVC CONDUIT FOR FLOW SENSOR CABLE. CONNECTED PER MANUFACTURER'S RECCOMENDATION. @) FINISH GRADE AUTOMATIC CONTROLLER ASSEMBLY SCALE NTS 2 3" <t I 7 0 SPRAY HEAD AND NOZZLE SEE SPRJNKLER HEAD LEGEND 0 ADJACENT CONCRETE PAVING WHERE APPLICABLE 0 PVC LATERAL LINE 0 112'" STREET ELL . N -0 112" SCH. 60 NIPPLE (LENGTH AS REQUIRED) © PVC TEE (SIZE AS REQUIRED) 0 FINISH GRADE NOTES: <t I 3" 5 16 MIN. 8 12" t ·, q ., ·, q" ., ., ' @) • • ·-e. ,· • 0 BALL VALVE (SEE SPECIFICATIONS) ® REDUCED PRESSURE BACKFLOW PREVENTER r,;--. PRESSURE REGULATOR SET AT 85 PSI \.V (DELIVERY PRESSURE) 0 WYE STRAINER (MESH) LINE SIZE © BRASS ELBOW © BRASS NIPPLE 0 BRASSPIPE © BRASS UNION © RELIEF PORT ' •. " 9 •• q ' ' ' • • • • @ LINE SIZEX 12" BRASS NIPPLE @ PVC FEMALE ADAPTOR 7 5 -,,,-t-+---{ 7 • q • @ PRESSURE SUPPLY LINE DISCHARGE (SEE SPECIFICATION) 12 ® DOMESTIC PRESSlJRE SUPPLY LINE INTAKE (SEE SPECIFICATION) @ 12" CUBE MIN. CONCRETE THRUST BLOCK (2 PLACES) Q LEMEUR BACKFLOW PREVENTER ENCLOSURE. POWDER COATED '-'.::'./ FORREST GREEN. INSTALL PER MANUFACTURERS SPECIFICATIONS SIZE AS REQUIRED. @) 4" THICK CONCRETE BASE. SIZE AS REQUIRED. NOTES: ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED TAPE 1. WHEN USING GALVANIZED STEEL PIPE. WHEN UNIT IS NEXT TO BUILDING. WALL. ETC, TEST COCKS ARE TO BE ON OUTSIDE. 2. EQUIPMENT TO BE INSTALLED AT A MAXIMUM OF 12" FROM WALLS. BLDGS. ETC. • BACKFLOW PREVENTER ASSEMBLY TO BE INSTALL PER CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) STANDARD DETAIL W-20. BACKFLOW PREVENTER ASSEMBLY SCALE NTS 2 1 o<I 0 • • C 0 ., <I 0 © 0 SPRAY HEAD AND NOZZLE SEE SPRINKLER HEAD LEGEND ADJACENT CONCRETE PAVING WHERE APPLICABLE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA PVC LATERAL LINE 0 1/2" STREET ELL "' -0 1/2" SCH. 80 NIPPLE (LENGTH AS REQUIRED) © PVC TEE (SIZE AS REQUIRED) 0 FINISH GRADE LEEVING/TRENCHING UNDER ROAD SCALE NTS 7 5 4 3 1. SET SPRAY HEADS 1" ABOVE FINISH GRADE IN TURF AREAS. SET 2" ABOVE FINISH GRADE IN GROUNDCOVER AREAS. NOTES: 1. SET SPRAY HEADS 1" ABOVE FINISH GRADE 0 RAIN BIRD FULL CIRCLE BUBBLER. SEE SPRINKLER HEAD LEGEND ® PLASTIC ADAPTER: RAIN BIRD MODEL PA-BO 0 POP-UP SPRAY SPRINKLER RAINBIRD 1804 0 RAINBIRD SWING JOINT ASSEMBLY MODEL SA·6050 0 PVC SCH 40 TEE OR ELL 0 PVC LATERAL LINE 0 PLANT MATERIAL © FINISH GRADE 0 WATERING BASIN BUBBLER HEAD ASSEMBLY SCALE 1 Q 1----NTS 24" CURB SIDEWALK 2. USE SEALS PIPES NO. 8200 ON ALL THREADED FITTINGS. 4" -6" POP-UP SPRAY HEAD SCALE NTS "' - "' - 3" 3" MIN. MIN. 6 ., - 6 0 © 0 0 0 0 IN TURF AREAS. SET 2" ABOVE FINISH GRADE IN GROUNDCOVER AREAS. 4 5 3 2. USE SEALS PIPES NO. 8200 ON ALL THREADED FITTINGS. 12" POP-UP SPRAY HEAD SCALE NTS CONTROL WIRES SCH 40 PVC SLEEVING UNDER PAVING (NON-ROAD) PRESSURE SUPPLY LINE SLEEVE SIZE MINIMUM COVERAGE LESS THAN 3" IN DIAMETER 18" COVER NQN.PRESSURE SUPPLY LINE 3• · 5 1/2" IN DIAMETER 24" COVER COMPACTED SUBGRADE CLEAN COMPACTED BACKFILi. S-OR GREATER IN DIAMETER 36" COVER SEE SPECIFICATIONS. RECLAIMED WATER WARNING TAPE. NOTE: FOR SLEEVING AND TRENCHING UNDER ROAD. SEE DETAIL 7, THIS SHEET 5 "AS BUil T" L.A. ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE APPROX. 8~ 0 ® 0 0 0 METER BOX WATER METER RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. 1----------------P_IP_E_T_R_E_N_C_H_I_N_G___.__s_~-~~-E ~9---1 LJlj i CITY OF PLANNING CARLSBAD I I SHEETS I DEPARTMENT 23 POTABLE SERVtcE LINE cb GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. IMPROVEMENT PLANS FOR: PRIVATE {ONSITE} RECYCLED lfATER SYSTEM FOR: DEVELOPERS NAME: ____________ _ PLAN CHECK SU BM ITT AL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 CARLSBAD PASEO ADDRESS: TELEPHONE: PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLAN CHECK SUBMITTAL 09-10-200B APPROVEDli-.xd &· ~~ ~-~""'t SHEET NO. L-3.06 PLANNING DWN BY: PROJECT NO. DRAWING NO. DATE NITIAL REVISION DESCRIP-ION t-----------------------------.-----,---1--------------------------------------~---~----1 DATE PLAN PREPARED: __________ _ POTABLE MAINLINE CROSSING 1--S_CA_LE___, 13 SERVICE LINE CROSSING SCALE 12 BY: DATE INITIAL DATE INITIAL I I CHKD BY: MS 07-02 460-1L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: NTS NTS PARCEL A . - l l -\ --\ ------ - \ EXISTING CONDITIONS THERE IS NO EXISTING VEGETATION ON SITE; Tl-lEREFORE NO TREES OR SHRUBS ARE BEING DEMOLISHED OR PRESERVED.ADDITIONALLY, THE SITE IS FLAT, WITH NO SIGNIFICANT GRADING BEING PROPOSED. PLANTING ZONES PLANTING CALCULATIONS: PLANTING ZONES AND THEIR AREA SIZE FOR THE CITY Of CARLSBAD LANDSCAPE REQUIREMENTS AREAS FOLLOWS: ZONE ZONE 1-LUSH ZONE 2 -REFINED ZONE3-LUSH TOTAL SITE AREA TOTALLANDSCAPEAREA % OF SITE 7% 16% 6% TOTAL PERCENTAGE OF SITE IRRIGATION WATER USAGEMEAR AREA SIZE .52AC 1.16 AC .43AC 6.96AC. 2.11AC. 30% SEE IRRIGATION PLAN L3.05 LANDSCAPE CALCULATIONS 30% OF Tl-lE SITE IS USED FOR LANDSCAPE AREAS. APPROX. 91,791 SQ FT OVER A TOTAL OF 303,391 TOTAL SQ FT. REQUIRED 4:1 RATIO OF PARKING SPACES TO TREES TOTAL PARKING SPACES PROVIDED = 554 TOTAL PARKING LOT TREES REQUIRED= 139 TOTAL PARKING LOT TREES PROVIDED= 139 TOTAL TREES ON SITE= 191 TOTAL AREA OF PARKING LOT= 166,036 SF TOTAL AREA OF LANDSCAPE PROVIDED IN PARKING LOT AREA= 10,772 SF 6.5% OF PARKING AREA IS LANDSCAPED PER CITY REQUIREMENTS. WATER CONSERVATION PLAN 1. LANDSCAPE SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY. A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING, ADJUSTING AND REPAIRING IRRIGATION EQUIPMENT; RESETTING THE AUTOMATIC CONTROLLER; AERATING AND DETHATCHING TURF AREAS; REPLENISHING MULCH; FERTILIZING; PRUNING AND WEEDING IN ALL LANDSCAPED AREAS. 2. WHENEVER POSSIBLE, REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR Tl-lEIR EQUIVALENTS. 3. A LANDSCAPE IRRIGATION AUDIT MAY BE RECOMMENDED. THE MAXIMUM PERIOD BETWEEN AUDITS SHALL BE FIVE YEARS. 4. THE IRRIGATOIN SYSTEM SHALL BE DESIGNED FOR RECLAIMED WATER. IF NO RECLAIMED WATER IS AVAILABLE AT THE TIME OF INSTALLATION, THEN POTABLE WATER SHALL BE USED UNTIL RECLAIMED SERVICE IS AVAILABLE. XERISCAPE PRINCIPLES ALL PROPOSED PLANT MATERIALS HAVE VERY LOW TO MODERATE WATER USE REQUIREMENTS ACCORDING TO WATER USE CLASSIFICATION OF LANDSCAPE SPECIES (WULCOS) GUIDELINES. 7 _J : I 11 I 11 11 1 ~~--~Ii ■ 11 11 I . !-..,..,.;:,i.;,. J.J •--~~;:;:~· -'~- , I I ; SHEETS L-4.02 GENERAL NOTES I ----k I 1. ALL MAINTENANCE TO BE THE RESPONSIBILITY OF CARLSBAD PASEO PROPER1Y MANAGEMENT. 2. PROPOSED PLANTING TREATMENT ALONG PASEO DEL NORTE-HEDGE AND 42" HT. LANDSCAPE SCREEN WALL PROVIDE VISUAL SCREEN PER CITY STANDARDS. THIS TREATMENT TO MAINTAIN AN ATTRACTIVE CONSISTENCY WITH ADJACENT PROPERTIES. 3. REFER TO ARCHITECTURAL DWGS FOR EASEMENT LOCATIONS AND BUILDING SETBACK INFORMATION. 4. ROOT BARRIERS ARE TO BE INSTALLED ON ALL TREES PLANTED WITHIN 5' OF ANY HARDSCAPE. 5. ALL TREES TO BE INSTALLED A MINIMUM OF 'Z FROM CURBFACE. 6. ALL TREES TO BE DOUBLE STAKED OR GUYED PER CITY STANDARDS. 7. A MINIMUM MULCH COVER OF 3• SHALL BE PROVIDED FOR ALL NON-TURF PLANTING AREAS Wlll-l LESS THAN 3:1 SLOPE. 8. IT IS THE RESPONSIBILITY Of THE PRIVATE OWNER TO MAINTAIN ALL PROPOSED PLANTING AREAS ON Tl-llS SITE. 9, ALL UTILITIES SHALL BE SCREENED FROM PUBLIC VIEW. 10. FOUNTAINS SHALL HAVE RECYCLING SYSTEMS. FOUNTAINS SHALL BE DESIGNED TO MINIMIZE EVAPORATIVE LOSS. 11. PROVIDE REINFORCED STRAW MAT FOR FREEWAY SLOPE AREA SEE LANDSCAPE SPECS. 12. 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 1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF A QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED Tl-lE REMAINDER OF Tl-lE YEAR. b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED W.ITI-l A GROUNDCOVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). c. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINGERS) 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 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: 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 EXCEL OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) \NITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOW.ING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTI-ls 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. PARCEL B TE~ 1-f TEtwIT 1-E -.,.,,,,.,._~,-. ,,_ (1fM oo.'IL) (17ll -,, fl.) (1-.,,, It.\ 't ;-..:-.,-r- ,, ;1--1-•0 ·-·~,,,_.i...l='.,.., ._;;,= _ .... L_l --1--0 ~ _,,_ -le ··• .,.,!,~•-It. ;;;:;J!'----l,j· ""'"'=---~i .. _~::,,,~) ------- SHEETS L-4.03 PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME USE VERTICAL ACCENT PALMS ~* PHOENIX CANARIENSIS CANARY ISLAND DA TE PALM VERTICAL ACCENT ~ PHOENIX DACTYLIFERA DATE PALIM VERTICAL ACCENT $ WASHINGTONIA ROBUSTA I MEXICAN FAN PALM VERTICAL ACCENT VERTICAL ACCENT TREES • CEDRUS DEODORA DEODOR CEDAR VERTICAL ACCENT 0 MELALEUCA P APERBARK TREE VERTICAL ACCENT QUINQUENERVIA {·) PINUS CANARIENSIS CANARY ISLAND PINE VERTICAL ACCENT ORNAMENTAL SHADE TREES ('0 JACARANDA MIMOSIFOLIA JACARANDA ORNAMENTAL SHADE 6) KOELREUTERIA BIPINNATA CHINESE FLAME TREE ORNAMENTAL SHADE 0 TIPUANA TIPU TIPU TIREE ORNAMENTAL SHADE PARKING LOT AND FRONTAGE SHADE TREES (·) PLATANUSACERIFOLIA LONDON PLANE TREE PARKING & FRONTAGE 'BLOODGOOD' SHADE 0 ULMUS PARVIFOLIA CHINESE EVERGREEN ELM PARKING & FRONTAGE SHADE SPECIMEN CANOPY TREE { . . ERYTHRINA KAFFRA CORAL TREE SPECIMEN CANOPY SHRUBS he p□Jt' □ □ l□ BUXUS SEMPERVIRENS ENGLISH BOXWOOD EVERGREEN SHRUB 1,//:;// // .//, CARISSA MACROCARPA NATALPWM EVERGREEN SHRUB 0 CEANOTHUS 'CONCHA' WILD LILAC EVERGREEN SHRUB + -+ + -EVERGREEN SHRUB --+ + -LIRIOPE GIGANTEA GIANT LILY TURF .. + + + + -j--+ + 0 MYRTUS COMM UNIS MYRTLE EVERGREEN SHRUB ~Xt PHOENIX ROEBEUNII PYGMY DATE PALM SPECIMEN SHRUB ... V -- I REMARKS QTY. 20'BTH 6 20' BTH 8 20'BTH _:li 30 36" BOX 6 36" BOX 7 36" BOX 9 48"BOX 2 48" BOX 2 24" BOX _,148 24"BOX _,149 24" BOX 45 48" BOX 4 5 GAL. AT 24' 0.C. SHEAR 60 INTO HEDGE FORM 5 GAL. AT 24' O.C. 250 5 GAL. AT 36" O.C. 1_:n....- 378 5 GAL. AT 24" O.C. ~.,2tr 1,136 5 GALAT24'0.C. ..-4i'r" -!Aeesoo 15 GAL. AS SHOWN 16 PARCEL C • t : "-',,_ ' ' '> '+• • --_o\fo<:5'.~ l~SYR C Cl 6' SEYB IJITtlW. ---- SHEETS L-4.04 I SYMBOL BOTANICAL NAME COMMON NAME USE REMARKS ® PHORMIUM TENAX NEW ZEALAND FLAX EVERGREEN SHRUB 15 GAL. AS SHOWN @ P ITTOSPORUM TOBIRA EVERGREEN SHRUB 5 GAL. AT 36" 0.C. 'SILVER SHEEN' V V V V RHAPHIOLEPIS INDICA INDIAN HAWTl-lORN EVERGREEN SHRUB 5 GAL. AT 24" 0.C. 'i1V'7'7'v <"? <, -~ 'BALLERINA ._,111;,., ROSA ICEBERG ICEBERG ROSE FLOWERING SHRUB 5 GAL. AT 24" 0.C. :::; . ::: "'/1111~~ G STREUTZIA REGINAE BIRD OF PARADISE EVERGREEN SHRUB 5 GAL. AT 24' 0.C. GROUNDCOVERS ACACIA REDOLENS ACACIA GROUNDCOVER 5 GAL. AT 36" 0.C. X '"-7-, /v HAND PLACE AT 12" O.C. « @X ANNUALS, BULBS/ FALL (MUMS) ANNUALS GROUNDCOVER ~ GAZANIA MITZUWA 'WHITE' TRAILING GAZANIA GROUNDCOVER FROM FLATS AT 12"0.C. 17=).'«=d,'1':cc~ ,-l ROSMARINUS OFFICINALIS PROSTRATE GROUNDCOVER 1 GAL AT 30" 0.C. \),Ir-:,. ~liX-'!),II~~ 1;~,, 11;.:,,1; 11.;>1, ,I~ 'PROSTRATUS' ROSEMARY -_r~½:;.-1:j MYOPORUM PARVIFOUUM GROUNDCOVER 1 GAL AT 24" O.C. =~...r ¼_r_r :::r::...r_r ...r_r . .,. . I ·":.-. .-.. - PHORMIUM 'SURFER' NEW ZEALAND FLAX GROUN DC OVER 5GALAT 18'0.C. VINES ~ BOUGAINVILLA 'SAN DIEGO RED' BOUGAINVILLA EVERGREEN VINE 5 GAL. AT 24" 0.C. ~ FICUS PUMILA CREEPING FIG EVERGREEN VINE 1 GAL. AS SHOWN GRASS ,_ I -. TURFGRASS: MARATHON 2 MARATHON LAWN TURFGRASS FROM SOD ... '-·. ' I GENERAL NOTE: APPROVED FOR IRRIGATION AND PLAN'ING ONLY, NCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMl~TAL 09-10-2009 PLAN C~ECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMIT~AL 04-14-2009 PLAN CHECK SU BMI TT AL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 1' PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING NOTES 1. PLANT MATERIAL SYMBOLS SHOWN ON THESE PLANS ARE 1YPICAL THROUGHOUT THE DRAWING SET. EACH SHEET CONTAINS A PLANT CALLOUT FOR EACH SYMBOL. 2. QUANTITIES GIVEN FOR PLANT MATERIALS SPECIFIED FOR "ON CENTER" SPACING ARE SHOWN FOR CONVENIENCE ONLY ARE SUBORDINATE TO THE SPACING GIVEN. CHECK AND SUPPLY SUFFICIENT NUMBER OF PLANTS TO FULLFILL FIELD CONDITIONS. 3. ALL PLANT MATERIAL TO BE INSTALLLED IN ACCORDANCE WITH SPECIFICATIONS AND CONSTRUCTION DETAILS. SEE DETAILS SHEETS IN Tl-llS PACKAGE. 4. IN SOME CASES, PLANTING SYMBOLS MAY BE SHOWN IN AREAS WHERE ABOVE GRADE UTILITIES INTERFERE OR ALTER THE DESIRED SPACING AND/OR PATTERN. CONTRACTOR TO REVIEW AREAS WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING MATERIAL. 5. ANNUAL COLOR VARITIES SHALL BE SELECTED BY Tl-lE LANDSCAPE ARCHITECT AT TIME OF PLANTING. LANDSCAPE ARCHITECT SHALL ARRANGE MATERIAL IN FIELD PRIOR TO PLANTING. 6. CONTRACTOR SHALL CCNTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. w s E QTY. eo 0 40 BO 120 ----~,J/167 SCALE IN FEET ~ 1,077 _%20 364 1,000 CCQ CCQ 350 I~ 2,126 ~ 26 "AS BUil T" 2 L.A. __ _ EXP. ___ _ DATE 5,820 sf REVIEWED BY: INSPECTOR DATE I SHEET i CITY OF I PLANNING CARLSBAD , [ SHEE-s [ DEPARTMENT I 23 IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED:rz;.(..£ (:,-.r)\.Jt ~.ZS-.df PLANNING OWN BV: ---PROJECT NO. CHKD BY: __ _ RVWD BY: MS 07-02 SHEET NO. L-4.01 DRAWING NO. 460-1L Ii I • \ \ \ \ • • \ • • \ \ RHAPHIOLEPIS INDICA ,,, v i \ \ ________ I 'BALLERINA' b-ccc-=v v v 1-\--t----=~ INDIA HAWTHORNE " v 5 GAL. AT 24" O.C. 766 TOTAL REQUIRED PINUS CANARIENSIS \ CANARY ISLAND PINE 1.-';--;;;+----++---"\__J 36" BOX 5 REQUIRED FOR THIS SHEET MYOPORUM PARVIFOLIUM 1 GAL. AT 24" O.C. lc-'-:'-c-=1 2,252 TOTAL REQUIRED MYRTUS COMMUNIS MYRTLE 5 GAL. AT 24" O.C. 203 196 REQUIRED FOR THIS SHEET \ \ I k • • \ • ➔-'-·:; \ -\ ---- ACACIA REDOLENS ACACIA 5 GAL. AT 36' O.C. 1,000 TOTAL REQUIRED V 7 \ CEONOTHUS 'CONCHA' r-------t-,--,-=I WILD LILAC 5 GAL. AT 36" O.C. 136 REQUIRED FOR THIS SHEET L ·~· ~" "---·. ~ ,,, .; ~ "' • ,. .. ~ ,> ., .,. ,. ~ ~ ' " " " --•,•.-:.";::.~-~--:;;:"'~·-· FICUS PUMILA CREEPING FIG 1,-c:..,..,+----~ 1 GAL. AS SHOWN 2 TOTAL REQUIRE lT ' fLATANUS ACERIFOLIA 'BLOODGOOD' ,,----+.-i--;;'.'i ~ONDON PLANE TREE 24"BOX 13 RliQYIRiQ FO~ Ti-1I8 Slali;;lif REQUIRED FOR THIS SHEET \ ' \ \ l ; \ - -<--1---~ " \, '. r:,-~-' r ,r;~, .~ '.f:I _.r',J_J -r i \ • ·.1 · .... ·~·1· 6"CONCRETE MOW CURB ...rr r_ c_rr, -' -------- CEDRUS DEODARA ~-+c-'-~ DE ODOR CEDAR 36" BOX 3 REQUIRED FOR THIS SHEET SCALE: 1 / 16" = 1 '-0" 8 0 16 32 48 SCALE: IN F"E:E:T : "" : "' . 0. - WESTRINGIA 'MORNING LIGHT' '---+,-;'-;.~COAST ROSEMARY 5 GAL. AS SHOWN @ 36' O.C 13 REQUIRED FOR THIS SHEET PHORMIUM TENAX '-----+,+,,;-NEW ZEALAND FLAX 15 GAL. AS SHOWN 5 REQUIRED FOR THIS SHEET w s NORTI-t E • I • • I • ffJ I • • I • ' I • • ..... >------STORMDRAIN EASEMENT WATER EASEMENT I< -, ' -' '"'4 , . -< ' I + ,+-+ ++• + + -+ + < ➔ + ' < ® 1 •• "I m ULMUS PARVIFOLIA ::--\-----,µ,~ CHINESE EVERGREEN 24" BOX 16 REQUIRED FOR THIS SHEET LIRIOPE GIGANTEA .,,.---l. '. , f-c--cc=' GIANT LILY TURF I 5 GAL. AT 24" O.C. 1,136 TOTAL REQUIRED CARISSA MACROCARPA +--~-=1NATALPLUM 5 GAL. AT 24" O.C. 250 TOTAL REQUIRED I I TIPUANA TIPU .,_..-----+-'-'--,,, TIPU TREE 24"BOX I 18 REQUIRED FOR THIS SHEET I I~ 13 Wit--zw :JIW :c :c o 1cn t--w <Clw ~ (/) I I I I I @ ENLARGEMEN~s-=l·-o· \./ LANDSCAPE SIGHT LINE I I I I I WASHINGTONIA ROBUSTA y:,i~-----,fc--'Cd MEXICAN FAN PALM 20' BTH 6 REQUIRED FOR THIS SHEET JACARANDA MIMOSIFOLIA '1181:¥-----+.-'~JACARANDA PLANTING NOTE: 46" BOX 1 REQUIRED FOR THIS SHEET PHORMIUM 'SURFER' f-c--cc=-NEW ZEALAND FLAX 5 GAL. AT 18" O.C. 700 TOTAL REQUIRED GAZANIA MITZUWA WHITE' /b-c-,-=J TRAILING GAZANIA FROM FLATS AT 12" O.C. CONTRACTOR TO COMPUTE QUANTITY ALL PLANTING AREAS SHALL SLOPE AT A MINIMUM OF 2% AWAY FROM THE BUILDING TO AN APPROVED DRAINAGE SYSTEM. ~t~~rt ROSMARIN US OFFICINALIS 'PROSTRA TUS' ~--<-'~1?~~1;,,t,---i-=ccl PROSTRATE ROSEMARY //'1, ~/!'I, t //Iii~_//'~ 1 GAL AT 30N 0,C. 350 TOTAL REQUIRED GENERAL NOTE: APPROVED FOR IRRIGA 170N AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRAPHIC KEY ... Jl!IP&J ....... -~-➔1---"IG.I. .JM:&I REVIEWED BY: tt'k( c,. ~U.&H: 4-1->J INSPECTOR DATE ~ ~ CITY OF CARLSBAD ~ Ln_J PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APP1,J1( (,.. f:U~tl- PLANNING OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: MS 07-02 SHEET NO. L-4.02 DRAWING NO. 460-1L ' -r PHOENIX DACTYLIFERA ACACIA REDOLENS ACACIA ~'-=-=- DATE PALM t;-;,;;-t--------, 20' BTH 5 GAL. AT 36" O.C. 1,000 TOTAL REQUIRED 8 REQUIRED FOR THIS SHEET CEONOTHUS 'CONCHA' WILD LILAC t;-,=,t---.,_ ULMUS PARVIFOLIA I I CHINESE EVERGREEN t;-;.--;;;;t------, 5 GAL. AT 36" O.C. 152 REQUIRED FOR THIS SHEET 24"BOX 16 REQUIRED FOR THIS SHEET I 1·· I I I I I I : ~~. -+----------<® ~ I "l'.....1~"--:::t? ~ 11:u------,1 ul w I-::c::c:.___~:r:-, <t:I (/) ~ UJ,.-+---<~ loo ~ -----+-----<@ \ \ \ b --~71/Hr:t{r{~r~r ;..r:: ,"r CARISSA MACROCARPA -t;--,-;:-;ci NATAL PLUM 5 GAL. AT 24" O.C. 250 TOTAL REQUIRED • PHOENIX ROEBELINII r--t:-.,.-;c:i PYGMY DATE PALM 15 GAL. AS SHOWN 14 REQUIRED FOR THIS SHEE I RHAPHIOLEPIS INDICA 'BALLERINA' INDIAN HAWTHORN 5 GAL. AT 24" O.C. 1,077 TOTAL REQUIRED SERV:CF. TE.NANT • 6,9 -4.0 MYOPORUM PARVIFOLIUM 1 GAL. AT 24" O.C. 2,252 TOTAL REQUIRED SFRV!CL II .• ·1-· . I I I I I I @ BOUGAINVILI.A 'SAN --BOUGAINVILu\, 11 5 GAL. AT 24" 9;c. 26 REQUIRED roR TH I 11 t WASHING~ONIA ROBUSTA --t:::,4-;-,-;:,p;t_M1Xl9,AN4_ N PALM"['J'i" , ····" , . .-,-208TH , .. i·,.-~h• . t,,· 16 REQUI D FOR THIS SHEET (','.34-G S<i-I! (11·10 :;;:.;;. I =m ANNUALS,,~ULBS/FALL (MUMS) :: ANNUALSr HAND PLA ·EAT 12" O.C. I CONTRAC R TO COMPUTE QUANTlf ,I I II ii II ... ~-·"1~' I I ..-t--...._\ EET I I I I I I I I I I I ~--+ fc=f=='=T.?"?F~"'T--'--11h='~·•/>)=-c~~~~-4r-~-=$c_._"_rl-l~l~~=l=,c~@~··~J-,+~=,==c~h-'----'..~·~/;'='=4~=~--'"--~-,lb-~~s1i - ERYTHRINA CAFFRA MYRTUS COMMUNIS l ~------------OUTDOOR SEATING AREA SITE FURNISHINGS: -------~ MFR: LANDSCAPE FORMS -QTY: (2) TWO 'MARKETPLACE' UMBRELLAS IN OYSTER COLOR; -QTY: (4) FOUR BLACK POWDERCOATED 4'-0" ROUND LIRIOPE GIGANTEA t..-=1 GIANT LILY TURF CORAL TREE t;-.=t-~ MYRTLE tc-a-=t--, C WATER EASEMENT STEELHEAD PERFORATED TABLES WITH CATENA SUPPORT; -QTY: (16) SIXTEEN BLACK POWDERCOATED PERFORATED 'TRAVERSE' CHAIRS 5 GAL. AT 24" O.C. 1,126 TOTAL REQUIRED /-····-·· - . ·.• :· .•... ·." -.. , :• ' .. , LANDSCAPE SIGHT LINE PHORMIUM 'SURFER' t,-,-c=t NEW ZEALAND FLAX 5 GAL. AT 18" O.C. 700 TOTAL REQUIRED 48" BOX 191 5 GAL. AT 24" O.C. 4 REQUIRED 188 REQUIRED FOR THIS SHEET FOR THIS SHEEr···· . ·----·-, ·, . ··• ... TURFGRASS: MARATHON 2 MARATHON LAWN FROM SOD 2,310 SF REQUIRED FOR THIS SHEET 6" CONCRETE MOW CURB ' ,,,.,,.,,.,~-·-····· • ., •.••.•.• ., ••• ,..,.... """'"'"~·~--· c'rr r, ',J _rr~ r r r ;..r; c STRELITZIA REGINAE -----t;-;,;cJBIRD OF PARADISE 5 GAL. AT 24" O.C. 351 REQUIRED FOR THIS SHEET GAZANIA MITZUWA WHITE' 1,7;;;,J TRAILING GAZANIA FROM FLATS AT 12" O.C. CONTRACTOR TO COMPUTE QUANTITY PHOENIX CANARIENSIS '-------,.,-,';;,jCANARY ISLAND DATE PALM 20' BTH 6 REQUIRED FOR THIS SHEET !iM WESTRINGIA 'MORNING LIGH1' COASTROSEMARYt;-;;-;;;;,t--~ 5 GAL. AS SHOWN @ 36" O.C 23 REQUIRED FOR THIS SHEET -· . PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 24" BOX 30 REQUIRED FOR THIS SHEET • . . . . . . ::r.r:: =;.c ~/,; &4l:11cl$'-' +-Si IT+-+ + + • ·■ " + ' ' +++-+-1- ++++-+<1< t • + + -t+-+-+ <+-t-01 J I I I ··-· 1 ;··.c;',--:1, .--:.-------:.---~-'='~ PLANTING NOTE: ALL PLANTING AREAS SHALL SLOPE AT A MINIMUM OF 2% AWAY FROM THE BUILDING TO AN APPROVED DRAINAGE SYSTEM. II TIPUANA TIPU TIPU TREE ~'-'--1-----4 24" BOX 10 REQUIRED FOR THIS SHEET I I I I I I I @ ENLARGEMEN~6 •• 1._0 .. H •I I _; PHORMIUM TENAX NEW ZEALAND FLAX t;-;,;;-t--------._ 15 GAL. AS SHOWN 55 REQUIRED FOR THIS SHEET H • BUXUS SEMPERVIRENS qlf,--i-;,;,J ENGLISH BOXWOOD 5 GAL. AT 24" O.C. SHEAR INTO HEDGE FORM 60 TOTAL REQUIRED lr,'="'=,=='==17='==(<, •-:>>=½}~T . -~ PHORMIUM TENAX r---+:---:--:c:i NEW ZEALAND FLAX 15 GAL. AS SHOWN 6 REQUIRED FOR THIS SHEET ev vv '1'.J --- . _. ..• . ' ' . CEDRUS DEODARA DEODOR CEDAR 36" BOX 1 REQUIRED FOR THIS SHEET T .. -- I I~ ~i>----1-I:!; UJ 11-z UJ '4-t::-;;;;/-----1w ....J I ~J1J: .. :--.....c---:~ :~ nr r @•}-----1-- I , .. . ~ ---+---- ' 1--··11 ,,~ I I~~~"' 11 --~ I I I I I I I I I l H. ~~-¥; jc '+i y I I I • •a o f • GENERAL NOTE: APPROVED FOR IRRIGA 170N AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 1 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL DATE INITIAL ENGiNEER OF WORK REVISION DESCRIPTION O~ER APPROVAL CITY APPROVAL w s NORlli E SCALE: 1/16" = 1'-0" 8 0 16 32 48 SCALE: IN F'E:E:T GRAPHIC KEY SIGr,iATUIIE * 05-30-11 RENEWAL~l,E <f' S:-tc., "' ,>-"'" ., J-e * BUil T" L.A.411" EXP. G·30•11 DATE INSPECTOR DATE ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PASEO APPROVED:/,! I ✓ft HA 61'· I:::) ·"' PLANNING OWN BY: CHKD BY:~-- RVWD BY: PROJECT NO. MS 07-02 SHEET NO. L-4.03 DRAWING NO. 460-1 L N VJ -r ('l 0 ACACIA REDOLENS ACACIA r.-c= 5 GAL. AT 36' O.C. 1,000 TOTAL REQUIRED LIRIOPE GIGANTEA GIANT LILY TURF 1-~-< $ GAL. AT 24" O.C. 1,126 TOTAL REQUIRED TURFGRASS:MARATHON2 MARATHON LAWN • ' > > • ' ' > ' ' ' ' " " 1,130 SF REQUIRED FOR THIS SHEET ~~ I I I I I I I I IM 0 wl1 z I.....J ::J I-::r: 1w 01~ ~ Cl) ~I~ 1cn I I I I I I I I I I I I I I I --I I-- ■ > > ' > • > > ' > -----------1----<0•>----------1--- PHORMIUM TENAX NEW ZEALAND FLAX !;--:;';;;;+---, 15 GAL. AS SHOWN 8 REQUIRED FOR THIS SHEET (/) I " v 6" CONCRETE MOW CURB--J WESTRINGIA 'MORNING LIGHr COASTROSEMARYf.-c~t--J 5 GAL. AS SHOWN @ 36' O.C 16 REQUIRED FOR THIS SHEET ® ULMUS PARVIFOLIA '----CHINESE EVERGREEN 24" BOX _;;="--... "EQUIRED FOR THIS SHEET J MYOPORUM PARVIFOLIUM Ct;--,-;:-;11 GAL. AT 24" O.C. 2,252 TOTAL REQUIRED ~=-==-+· + ~ ... --71!''":<+ T+T+ rr=~--------___J7 d 8 d 8 d 8 FF 63.90 NOTAPART~ NOTE: SHEET GRADED PADS NOT SCHEDULED FOR 7!l!L))( Lli.!!!:cl'---IMPROVEMENTS WITHIN 6 MONTHS OF • ® • Oo' " 'cl< J al ' • ' MYRTUS COMMUNIS MRYTLE !;--::'-;::-l----, 5 GAL. AT 24" O.C. COMPLETION OF ROUGH GRADING SHALL BE TEMPORARILY PLANTED AND IRRIGATED. • PHOENIX ROEBELINII PYGMY DATE PALM r...-;;.+-, 15 GAL. AS SHOWN 87 REQUIRED FOR THIS SHEET 2 REQUIRED FOR THIS SHEET CEDRUS DEODARA L-+.-~-=1 DEODOR CEDAR 36" BOX STRELITZIA REGINAE BIRD OF PARADISE re--;:;+-_, 5 GAL. AT 24" O.C. • • • • • • : . > > > > • ' . ' ' > • > <■ > • > (.) (.) ; @Q-------+-(.)- (.) (.) (.) (.) (.) • I • t l· I J 4 • • (.) (.) • (.) • 4 (.) • ' (.) (.) GAZANIA MITZUWA WHITE' ct:-:.,.,,;c-1 TRAILING GAZANIA FROM FLATS AT 12" O.C. IV. V ---'---------jl L"' V V V V I ■ ■ ■ I ■ ■ I ■ ■ I ■ ~v~1 f. V V V V 'v I VV ~f~/v: v vv 1v ■ ■ CEONOTHUS 'CONCHA' WILD LILAC 5 GAL. AT 36' O.C. 91 REQUIRED FOR THIS SHEET PHORMIUM TENAX NEW ZEALAND FLAX 15 GAL. AS SHOWN 5 REQUIRED THIS SHEET v v , RHAPHIOLEPIS INDICA 'BALLERINA' v v f.-c-=-J INDIAN HAWTHORN V V 5 GAL. AT 24n O.C. 1,077 TOTAL REQUIRED PINUS CANARIENSIS ,p-i:!1151d,--(:._------+.-,,:.,,.J CANARY ISLAND PINE V V ■ ■ ■ 48"BOX 4 REQUIRED FOR THIS SHEET CARISSA MACROCARPA NATAL PLUM 5 GAL. AT 24" O.C. V I CONTRACTOR TO COMPUTE QUANTITY ,. V V V ■ ■ TIPUANA TIPU TIPU TREE 24"BOX 25 REQUIRED FOR THIS SHEET JACARANDA MIMOSIFOLIA 111~~.\--------,k--,~JACARANDA 48" BOX 1 REQUIRED FOR THIS SHEET PHORMIUM 'SURFER' r.--'-=cclNEW ZEALAND FLAX 5 GAL. AT 18' O.C. 890 TOTAL REQUIRED a @ ENLARGEMEN~6.=1·-o· w s NORTH E SCALE: 1 / 16" = 1 '-0" 0 1& 32 ◄8 SCALE: IN F"E:E:T PLANTING NOTE: ALL PLANTING AREAS SHALL SLOPE AT A MINIMUM OF 2% AWAY FROM THE BUILDING TO AN APPROVED DRAINAGE SYSTEM. ,:-__;;:, """"' '"""" • ·1 GRAPHIC KEY "AS BUil T" .lea,-- INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT DATE DATE ~ Ln_J GENERAL NOTE: APPROVED FOR IRRIGA llON AND PLANTING IMPROVEMENT PLANS FOR: ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 CARLSBAD PASEO PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 SHEET NO. PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLANNING L-4.04 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: CHKD BY: __ _ PROJECT NO. 2 REQUIRED FOR THIS SHEET 14 REQUIRED CONTRACTOR TO COMPUTE QUANTITY ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: MS 07-02 DRAWING NO. 460-1L FOR THIS SHEET -r - I I : 11 111 I I 9 3 1 10 1 VMAX ---- 1 I---, 0· . ' . .. . ... 8 1.5 TIMES WIDTH OF ROOTBALL 0 FINISH GRADE BEYOND © 12" DIAMETER X 3'-0" DEEP SAND FILLED SUMP 0 NOT USED 0 BACKFILL MIX. SEE SPECS. 0 BUILD UP GRADE AROUND © SITE SOIL ROOTilALL TO CREATE WATERING BASIN. 0 TREE TRUNK 0 ROOTBALL ® EROSION CONTROL FABRIC ON CUT SLOPE EXCEEDING 2:1 0 FERTILIZER TABLETS, SEE SPECS SLOPE. SEE SPECS. TREE SLOPE PLANTING ,__S_CA_L_E-< 1 Q 111 = 1'-0" 0 0 0 0 ON-CENTER SPACING SEE PLANTING PLAN 1 1/2 TIMES WIDTH R OTBALL, TYP. ROOTBALL BACKFILL MIX: 213 SITE SOIL 113 ORGANIC AMENDMENTS SEE SPECIFICATIONS WATERING BASIN PLANT FERTILIZER TABLETS- SEE SPECIFICATIONS 0 © 0 (8) BUILT-UP GRADE TO CREATE WATERING BASIN LINE OF FINISH GRADE BEYOND SITE SOIL EROSION CONT.ROL FABRIC ON CUT SLOF SHRUB SLOPE PLANTING SCALE f---------1 11 111 = 11-0" 0 0 0 0 0 0 ON-CENTER SPACING GREATER THAN 24" SPACING 1 1/2 TIMES WIDTH OF ROOTBALL ROOTilALL 0 PLANT FERTILIZER TABLETS SEE SPECIFICATIONS BACKFILL MIX: 213 SITE SOIL, 113 ORGANIC AMENDMENTS, 0 FINISH GRADE MULCH TOP-DRESSING WATERING BASIN © SITE SOIL SHRUB PLANTING SCALE 111 = 11-011 ON CENTER SPACING SEE PLANTING PLAN -I 1-,--1 1-1--1 1-1 1 1/2 TIMES WIDTH OF ROOTBALL ROOTilALL BACKFILL MIX: 113 ORGANIC AMENDMENTS 2/3 SITE SOIL MULCH TOPDRESSING WATERING BASIN 0 PLANT FERTILIZER TABLETS SEE SPECIFICATIONS 0 FINISH GRADE © ROOTBALL CROWN @ 3" ABOVE FINISH GRADE FLAX PLANTING SCALE 3/4" = 1'-0" EQ. • r-PLANT / LOCATIONS • • • • • • • • • 7 2 8 DISTANCE THE SAME AS O.C. DIMENSION PLANTER BEDS TO BE 2" BELOW WALK FINISH SURFACE PAVING, BUILDING WALL, --J CURBING OR OTHER ARJ:.6. I IMIT~ PLANT SPACING SCALE NO SCALE 9 ON-CENTER SPACING SEE PLANTING PLAN f' W~ffi ~ f'(?/{tf'p - 1 1 1/2 TIMES WIDTH OF ROOTBALL 0 ROOTBALL 0 BACKFILL MIX: 2/3 SITE SOIL 113 ORGANIC AMENDMENTS MULCH TOP-DRESSING © WATERING BASIN P. f' f' I? pf' ~if'. 0 © 0 0 PLANT FERTILIZER TABLETS -SEE 0 SPECIFICATIONS NOTE: KEEP TOP OF ROOTBALLAT FINISH GRADE OR 1/2' ABOVE. 3 FINISH GRADE SITE SOIL CONTINUOUS BACKFILLED TRENCH BETWEEN SHRUBS AND/OR ALONG LENGTH OF SHRUB PLANTING SHRUB FOLIAGE SHEARED INTO HEDGE FORM (OUTER SURFACES NOT BETWEEN PLANTS) HEDGE PLANTING SCALE 1" = 1'-0" 5 ON CENTER SPACING 24' OR LESS ~ 11·=,-(,. I I I i I -= 11 ! I ~I -1 11 _,, 0 0 0 1 1/2 TIMES WIDTH OF ROOTBALL ROOTBALL BACKFILL MIX (CONTINUOUS BETWEEN ROOTBALLS): 2/3 SITE SOIL, 113 ORGANIC AMENDMENT, MULCH TOP-DRESSING WATERING BASIN NOTE: KEEP TOP OF ROOTBALL AT FINISH GRADE OR 1/2" ABOVE. 0 © © 2 PLANT FERTILIZER TABLETS SEE SPECIFICATIONS FINISH GRADE SITE SOIL SHRUB MASS PLANTING SCALE 1" = 1'-0" 6 • .., 0 0 0 0 0 4 1 -0 6" ' 'v <q .• o -J I ' 'v 0 0 -. . -' . .: <J •. 0 -;--.._ 0 0 . 0 0 ·-. ' 0 . -,_ --'v ' ' 0 5 ~ -6 ~ I e 0 CAST IN PLACE CONCRETE CURB FINISH: TROWEL CONTROL JOINTS AS REQUIRED 1 /4" TOOLED EDGE 0 0 SUBGRADE COMPACTED TO 90% OF MAXIMUM DENSITY SITE SOIL LAWN WHERE APPLICABLE SHRUB PLANTING NOTE: CONTRACTOR TO PROVIDE ADDITIONAL FINE GRADING TO ALLOW FOR SMOOTH TRANSITION OF ELEVATION CHANGE IN CONG. CURB. NO. 4 REBAR CENTERED CONTINUOUS CONCRETE MOW CURB SCALE 3'1=r-0" ; I 111,,o-{ 6 ' 1 1/2 XWIDTH OF ROOTBALL 5 0 0 0 0 0 0 11/2 X WIDTH OF ROOTBALL I .. ···.·.··· .. ·.·,.·.·I. : :.::,,::.: .:::i::::: :::::,:\2]·· __..-"'~~5·1::.=-=-=-: I PLAN VIEW (N.T.S.) 2" DIA. REDWOOD OR CHROMATED COPPER T.REATED LODGEPOLE STAKE (2) CUT OFF TOP SECTION OF STAKE DAMAGED BY HAMMERING V.I.T. CINCH TIE 32" (OR APPROV. EQUAL) 2 PER STAKE, INSTALL PER MANUF. INSTRUCTIONS V.I.T. PRODUCTS (BOO) 729-1314 ROOTBALL LIMIT OF BACKFILL MIX TREE TRUNK DOUBLE-TREE STAKE SCALE 1" = 11-0" 3 4 1 1/2 X WIDTH OF ROOTilALL 0 0 0 0 0 © 0 0 BACKFILL MIX: 2/3 SITE SOIL 113 ORGANIC AMENDMENTS SEE SPECIFICATIONS. PLANT FERTILIZER TABLETS, SEE SPECIFICATIONS. 12" DIA. X 3'-0' DEEP SAND FILLED SUMP SITE SOIL WATERING BASIN TREE TRUNK STAKING FOR REFERENCE. SEE DETAIL 2 THIS SHEET. e MULCH. KEEP 6" AWAY FROM TREE TRUNK. SEE SPECIFICATIONS. 4" DIA. PERFORATED PV.C. RIGID DRAINAGE PIPE WRAPPED IN SARAN CLOTH SOCK. REMOVABLE THREADED P.V.C. CAP WITH (3) 1/4" HOLES DRILLED THROUGH. DEEP ROOT ROOT BARRIER, 24" DEEP PANELS. PHONE: (800)451!-7668. SEE PLAN FOR LOCATION, PARKWAY TREES, ONLY. BOX TREE PLANTING W/ SIPHON SCALE 1 /2" = 1 '·0" 8 10 . . . 9 = :_ 0: I . . =I I . . . ~ "" =11 1= __ rn 0 I 11=111=111=111= :: 11 lil-1-1-tt---( 3 11 I :: i 111 ~------=H"i"":=·~· 11= 1--::1 I ·- 0 0 0 0 0 ROOTBALL BACKFILL MIX: 100% MED. COURSE SAND 12" DIA. X 3'-0" DEEP SAND FILLED SUMP SITE SOIL TREE TRUNK © 0 0 0 WATERING BASIN TO BE REMOVED WHEN GROUNDCOVER IS PLANTED LUTZ "MAINTENANCE" FERTILIZER SPIKE (1) (N+) SPIKE PER 3' OF TRUNK HEIGHT REMOVABLE THREADED P.V.C. CAP WITH (3) 1/4" HOLES DRILLED THROUGH. 4" DIA. PERFORATED P.V.C. RIGID DRAINAGE PIPE WRAPPED IN SARAN CLOTH SOCK. @ MULCH TOP-DRESSING PALM TREE PLANTING SCALE 1" = 1'-0" "AS BUil T" L.A. ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE 1 2 ~2 CITY OF CARLSBAD @_J PLANNING DEPARTMENT ~ Ln_J GENERAL NOTE: APPROVED FOR IRRIGATION AND PLANTING IMPROVEMENT PLANS FOR: ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. PLAN CHECK SUBMITTAL 09-10-2009 PLAN CHECK SUBMITTAL 08-27-2009 PLAN CHECK SUBMITTAL 04-14-2009 PLAN CHECK SUBMITTAL 03-02-2009 PLAN CHECK SUBMITTAL 12-09-2008 PLAN CHECK SUBMITTAL 09-10-2008 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD PASEO PLANNING OWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: MS 07-02 SHEET NO. L-4.05 DRAWING NO. 460-1L • l I ! I ~ -, ---~-. _;,.tq~[.f-,#t~. j!ii.,,...,.., ~,.~,,, --'\\ --~ -- ---1;: ----r ··--•·----r ----j, I. --> -=i -t= --4----- t -----{\-~ ~--------- -+- --+--' ' I ;;;-:;x, , f~i I I __J -----------------·------------- c· h1 ~ c---:--._;, 'c_L_ ! ii !LE_ S.HEl l :y Ci 1 0 -1~1.l)· 111~ L N,' r, ·[) r 111 ~ _ \J l\ l C 1\ R c: J\ fJ 2 0 7 l] ASSESSORS PARCEL NUMBER: 211-021-30 -'" r.:;:w,-,-.;"r---,:,•:•--. ' I ' ' ' ! I i_· __ ! I '-ll' ,,,.;s ···\ ": -·;; ·~= ' " I I I ~"°'~I' ~,,;;JC'i llTt ,~·- •.;;;. .. L,".i:?:: ,.----_@~l•· ·:1 ---- \I :;:J II <;-- 0 u u ---'i>-- -~___c_~•-· -" --°-· ~-----~~· ,~~ -~---__ ,_, _,·: -- -· lX, 6' SE\/ER lM[Rlll ---~'. :,1 -----f-< I --1 :jl -----i.t .: I 1 ~ lj ' I ' -g I 'I ! I .. _.-I '' ,II'. • _, I __ • i , ;J ------- -- ' DEVELOPERS NAME: I f /!}, PLA~, ' ! /5', PLAN '----------! ADDRESS: --+------. ' /41 PLAN ------; f;h PLAN i I .Iii "L A'-i --TELEPHONE: I /1\ PLAN ' DATE PLAN PREPARED: 8A-E INITIAL ----- BY: ENG,Nt:.lR or woRKI : -=--------__ .....,....., __ --r_;-:~#i!:E_'..~;·_,~_:·~--~~ ---:-•-:' :·t'.J"· _-, --,-,-.-- ' u ',i:-i.t'.''!'ti-':; .- , , _, ~--'---·• '" "' INDICATES LANDSCAPING TO BE IRRIGATED WITH POTABLE WATER AT THE PRESENT TIME IRRIGATION SYSTEM WILL BE CONVERTED TO A RECLAIMED SYSTEM ONCE A RECLAIMED WATER SOURCE IS 11,'ADE AVAILABLE ' GEN.cRAL NOTF: APPROVED FOR IRRIGATION AND PLAN TING ONLY, INCLUn!NG PRE.Cl SE LOC/1 IION or:-PLANTING AREA ' CHECK SUBMiTT.1\L 09-10 2009 ' CHECK SUBM TT AL 08-77-2009 : --- CrllCK SU8MI T, AL 04-14-2009 I ' CHECK SUBM! Ti'_Ll,'._ 03-02--2009 I CH~Cr< SUBMITTAL 12-09-2008 CHECK SUBMITTAL. 09-10 2008 i i ·-- ! D,I\ TE : INIT;AL IJATE I l~~ITIAL REVISION DESCI\IF'TION ' ' OT',ER APPROVAL CITY APPROl//'IL 1 ( \,,) I -,_). '._;'L ' I / f1 /,.. : L ._.1. u _J lD 0 UJ N APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCAT1ON OF PLANTING AREA ,, 1--\ s BUILT" LA cXP DATE R' Vli_-WED BY INSPECTOR DATE I 523r I 1 CJTY OF CARLSBAD : iShE:ETS 1 I -2L ' PLANNING D[PARTMENT I! - IMPROVEMENT PLANS FOR: PRIVATE (ONSJTE) RECYCLED WATER SYSTEM FOR: CARLSBAD PASEO ' APPRovr rb,,;£ f 4t _ E::\~ ShEET NO "'<-z~-~'r -L-5.01 PL.ANNING -- I D1f11N --1 I M~J0?-0°2 ·1 BY: DC:AWNG N" : V' I CHKD BY: ---460-1L !~vwn BY: ' ' I I t I ,, .I: 6. 0 • ~ ,, ~ ,·1 i ~ r-,, ~ ,. ~ \)'