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Home My WebLink AboutDWG 468-3L; SDP 05-14; HILTON CARLSBAD BEACH RESORT; 01-44REVISIONS: CITY Of OCEANSIDE HILTON CARLSBAD --' ~ ,'"':0-~ ✓1 i .P 'il, -C OCEANFRONT RESORT AND SPA PACIFIC OCEAN CITY OF VISTA ~ ~ CARLSBAD, CALIFORNIA ABBREVIATIONS AC BLDG CIP CB CONC DG D\-'G ENGR EX FG FFE FT HP LF MAX MH MIN NTS PA PIP POC R RCV SD SF SJ SPECS ss STD TC T¼' TYP ¼'M ASPHALT CONCRETE BUILDING CAST IN PLACE . CATCH BASIN CONCRETE DECOMPOSED GRANITE DRA\-'ING ENGINEER EXISTING FINISHED GRADE FINISHED FLOOR ELEVATION FOOT DR FEET HIGH POINT LINEAR FEET MAXIMUM MANHOLE MINIMUM NOT TD SCALE PLANTING AREA POURED IN PLACE POINT OF CONNECTION RADIUS REMOTE CONTROL VALVE STORM DRAIN SQUARE FEET SA\-'CUT JOINT SPECIFICATIONS SANITARY SE\-'ER STANDARD TOP OF CURB TOP OF ¼'ALL TYPICAL ¼'ATER METER SHEET INDEX T1-0 TITLE SHEET L1-0 REFERENCE PLAN L1-1 HARDSCAPE LEGEND L1-1 A HARDSCAPE PLAN L1-1B HARDSCAPE PLAN L1-1C HARDSCAPE PLAN L1-1D HARDSCAPE PLAN L1-2A DIMENSION PLAN L1-2B DIMENSION PLAN L1-2C DIMENSION PLAN L1-2D DIMENSION PLAN L1-3 ENLARGEMENT PLANS L1-4A SITE SECTIONS L1-4B ELEVATIONS L1-5 HARDSCAPE DETAILS L1-6 HARDSCAPE DETAILS L1-7 HARDSCAPE DETAILS L1-8 HARDSCAPE DETAILS L1-9 HARDSCAPE DETAILS L1-10 HARDSCAPE DETAILS L1-11 HARDSCAPE DETAILS L1-12 HARDSCAPE DETAILS L1-13 HARDSCAPE DETAILS L1-14 HARDSCAPE DETAILS L2-0 IRRIGATION TITLE SHEET L2-1A IRRIGATION PLAN L2-1B IRRIGATION PLAN L2-1C IRRIGATION PLAN L2-1D IRRIGATION PLAN Ll:-IS U-i(p Ll-11 l...\p..KD'5CAf'E. DE.TAIL'=> r\APO=:CAPe b'e,AIL6 K~e oe.-rAtL"=> L2-2 IRRIGATION LEGEND AND NOTES-RECYCLED WATER L2-3 IRRIGATION LEGEND AND NOTES-DOMESTIC WATER L2-4 IRRIGATION DETAILS L2-5 IRRIGATION DETAILS L2-6 IRRIGATION DETAILS L3-1A PLANTING PLAN L3-1B PLANTING PLAN L3-1C PLANTING PLAN L3-1D PLANTING PLAN L3-2 PLANTING LEGEND L3-3 PLANTING DETAILS L3-4 PLANTING DETAILS r/1 CITY Of" ....... ENCINITAS'-,...J"..J Cl 0 N LO z 0 ~ ,.... ....- 0 E-N ~ I I- VICINITY MAP Q O -< UJ U) ~ r/J ~ I-z B3 ~ 0 UJ :;;E oZ E-ri, ::::, (.) z~ 0 ~ 0-< 0 z NOTES u ~ u. 0 z [:.I.. Q I- 1. 2. 3. 4. 5. 6. 7. 8. iNSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO Tl-IE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY TI-IAT Tl-IE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING Tl-IE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY Tl-IE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FINAL LANDSCAPE CERTIFICATION FORM" FAX TO 760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 ALL IRRIGATION BACKFLOW PREVE'ITERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND BY CALLING (760) 438-2722, OR ON THE CITY WEB SITE AT: h tip: / /www .earl sbadca. gov/ services/departments /water/ documents/ rec ycledwa terb ackfl owtesterlist. pdf FOR RECYCLED WATER, AND /OR ht lp://www.corlsbadca.gov/services/ departments/water/ documents/waterbackflowtesterl ist.pdf AS-BUil T PLANS: FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING Tl-IE PERMIT CARD. FINAL AS-BUILT MYLAR ORIGINALS SHALL BE SUBMITTED TO THE CITY FOR ARCHIVE. PRIOR TO THE START OF GRADING, Tl-IE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING OF EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON ~E APPROVED GRADING PLANS. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. ALL PROJECT SIGNAGE SHALL REQUIRE SEPARATE PERMIT UNDER CITY OF CARLSBAD SIGNAGE REVIEW PROCESS PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT SO THAT PROJECT UTILITY LOCATIONS MAY BE REVIEWED AND PLANTING PLANS CAN BE REVISED (IF NECESSARY) TO PROVIDE APPROPRIATE SCREENING OF STRUCTURES. I HEREBY DECLARE THAT I AM Tl-IE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXE.RCISED RESPONSIBLE CHARGE OVER THE DESIGN OF Tl-IE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT Tl-IE DESIGN IS CONSISTENT WITI1 CURRENT STANDARDS. ~ -II' EC _:' • .::. J ENGINE ,ING PLANCHECKER ThESE RECORD DOCUMENTS HAVE BECN PREPARED BA.~ED OIi INPOflMATION SUPPLIED BV OTHERS. 1-MDREW &PUffLOClt MARTIN POUl!i'.:R L.andecape Architoc.11 HAVE NOT VERlflED-THE ACCUf.:"-C'V ANDJOA COMPLE.TENESS OF Tl !!S INFORM;.TtON ANCJ SHA\.L NOT BE RESPONSIBLE FOR AN'f ERRORS OR OMISStONS WHICH MAY BE INCQRPORAlEO HER8N AS A RE!::K.T. TITLE SHEET T1-0 0 z-< E-~ ~ ~ ~ ~ ,_ u -< ::C: 0 u , " ' • w 0 • < 0 ' • w a ' Q ' ' , ' ' ~ ' ' < " > ' w ""' • , a 0 w " ' • u • < "' "' w --" "' (I) -- "-" ~ <C u " 0 : ~ " "' "' :::, ~ "-: V) __J • ' -• ·u 0 • ~ ' , • ' A ~ ~ " ~ ' • ' , "' 0 "' ~ I ' 0 ' ~ ij "' "' ~ • a ~ " 'i 0 ] ' • " "' 0 " " s N A ~ "" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . 11 AS BUILT" Ch,,,-/4~ 0 YOo/' '13 Tl T LE e ;; ~ DATE REVIE'wED BY, /t.,): l 4: Y:eit: INSPECTOR DATE PLANNING DFPARTMENT (.) ::::, 0::: I- U) z 0 (.) :; " 0 I ' " " ,; -e I • ' ' ' 0 I " " "' ,; §_ ' " 0 " ~ I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD AND Tl-IE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. -·-+----+---11 sr1Eu I CITY OF CARLSBAD / 41s I ::==~==========:'....'.:::::=~ 1----1----+----------------+---+--+----lr---t LANDSCAPE PLANS FOR: THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITI-I THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDscAPING. r 1 1 ~r----DATE:!./l1,./ft -PRERi 1----1----+-----------------+---t--··-·+---+---f DATE INITIAL DATE INITIAL DATE INITIAL i----'--·- ENGINEER OF WORKI REV,SION DESCRIPTION OTHER APPROVAL CITY APPROVAL HILTON CARLSBAD OCEANFRONT RESORT & SPA PLA'lNING DATE -- DWN BY: __ _ PROJECT NO. 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'-1 1 \ \ \+-,_ \ -. --------------"·-----l!.\L ....... _~JLJbb-~'i ~---..------------""---·· --r L~ '-. ~--~-\-\ \ -~ --7 ~---'1 \ \ \ \\ -----\ . :__ ....... ,\, ; ,Y\ 1 • i " _,,...'f \\ \ \\ ,\, \ \\ -~°' <!<·',. , .r17. 11:Uffii i/f;i' ,')~ llf!!lf$ •:i,' "1C: ►z I/le:, ca "' S::;o ,,,_, ,,,, ,,,1 '" "' "' '" "' I)> 1/l c5::05 I "1 :r: :,;: )> - VJ ,, c;) "1 I )> ... ►o -<o I 1/l G) Q II :,;: -l ►, -<-z 0 "' "' I I I s:: )> ;::j I ... z "' r j:: :::; ~ " ,, ~ "' "' :;I r m 0 m z 0 r Z;;a -<o NC: oz zO "' C: ::::< C ►-co -<"' 0 0"' "' "'0 "' ~ )> 0 c;, r o z ii :;n o'° 0 2Q "'0 zo "' "' "' "' -::,, .,, ~~ _,,, z s:: 0 ~ ;,;; C z C z "' ....... I 0 SPURLOCK POIRIER Landscape Architects 2122 Hancock Street San Diego, CA 92110 619.681.0090 619.681.0096 fax JWDA ARC f-llTECTU RE/PLANNING/INTER JQ R Joseph Wong Des1e:n Associates 2359 Fourth Avenue San Diego. Cali1orn1a 92101----1606 :;I s:: )> "' )> z "' zl/lUl C: ;ti )> - I ~ 0 z DESIGN Phone (619} 233-677'7 Fax (619) 237-0541 z (/) rr1 :zj ,, -(/) 0 "' ::::< 00 ::::<z 0 z )>~ Z-l C: ;;o :,,-)> ,z 1/) "' HILTON CARLSBAD OCEANFRONT RESORT AND SPA CARLSBAD, CALIFORNIA RECORD DRAWING SET ~ in ~ "-' HARDSCAPE LEGEND SYMBOL ITEM DETAIL EJ PAVING P.I.P. CONCRETE PAVING TYPE 1 P I.P. CONCRETE PAVING TYPE 2 P = PEDESTRIAN V = VEHICULAR P.I.P. CONCRETE PAVING TYPE 3 P.I.P. CONCRETE PAVING TYPE 4 P = PEDESTRIAN V = VEHICULAR r,'\r,'\ L1.5j._L1.6) r , \ , \'-1.5) L1.6_, r , \ , ' /2L~5~y \l1.5) L1.6J /1Y1V3\ P.1.P. CONCRETE PAVING TYPE 5 \Li.S AL1.6~ EXPANSION JOINT SAW CUT JOINT r ' 1 l L1,5 I ~7 1 \ ·~ l-+~=-'_-'..J_J.J11 .. l-1~-'-'..J..J .. LJ :l:h:t:l:l:l::U STONE COBBLES ON CONCRETE BASE @ STONE PAVERS ON CONCRETE BASE @ ROCK MULCH TYPE 1 ROCK MULCH TYPE 2 BEACH COBBLE ~ 'WNFER-PROOF RUBBERIZED ~ ---,.;S-A,0.FHEc<Ti-'l'f'->S*U""Ro-F-AAGH<Ec----- L] REINFORCED SOIL DETECTABLE WARNING PAVERS WALLS, STAIRS & HEADERS 0 WALL TYPE 1 -15" W RETAINING @ 0 WALL TYPE 2 -15" W FREESTANDING @ 0 WALL TYPE 3 -SEATWALL@ RESTAURANT @ 0 WALL TYPE 4 · PLANTER WALL @ ® WALL TYPE 5 -ENTRY FEATURE WALL G~;) © WALL TYPE 6-CMU FREESTANDING @ 0 WALL TYPE 7 -CMU FREESTANDING @ © WALL TYPE 8 -CMU RETAINING @ ® P.I.P. CONCRETE HEADER @ DESCRIPTION NATURAL GRAY CONCRETE, SAND FINISH INTEGRAL COLOR CONCRETE, MEDIUM SAND FINISH INTEGRAL COLOR, MED SAND FINISH CONCRETE WITH TOP-SEEDED AGGREGATE, TYPE TBD INTEGRAL COLOR, EXPOSED AGGREGATE FINISH MIX AGGREGATE SHALL BE 3/8" MAX WITH BLUE TONE COLOR NATURAL GRAY CONCRETE, MEDIUM SAND FINISH WITH SEALER FOR CUSTOM KELP MOTIF PROVIDE EXP. JOINTS MAX. 20' O.C. AND AS NOTED PER DETAIL PROVIDE SCORE JOINTS AT MAX. 100 SQ FEET AND AS NOTED PER DETAIL 4" X 4" X 2.5" SPLIT PORPHYRY COBBLE PAVER$ 1 1/2" THICK X 12"-30" PORPHYRY FLAG PAVERS MIXTURE BY SQUARE FOOTAGE: 80% 1", 20% 2-4", 3" DEPTH MIXTURE BY SQUARE FOOTAGE: 20% 1", 60% 2-4", 20% 4-8", 4" DEPTH 6"-8" COBBLE. SAND SET PEBBLE FLEJl ''i'<QUi'<-FLEJl" I1'11PER'o'l81:10 FLEJllBLE POLYURETI INJE FLOORHm S\'STEM REINFORCED SOIL 'NETLON' AT FIRELANE PRE-CAST TRUNCATED DOMES, 3' MIN WIDTH, 12"x12"X2" CONCRETE PAVERS, ADA-1 PATTERN, COLOR TBD. NOTE: PAVE RS IN PUBLIC R.0.W. ARE PER CIVIL ENGINEER 15" WIDE P.I.P. INTEGRAL COLOR CONC. RETAINING WALL. MED. SAND FINISH. COLOR TBD 15" WIDE P.I.P. INTEGRAL COLOR CONG. SEATWALL. MED. SAND FINISH. COi.OR TBD 20" WIDE P.I.P. INTEGRAL COLOR CONG. SEATWALL, MED. SAND FINISH, COLOR TBD: IPE WOOD SEAT, NATURAL FINISH 8" WIDE P.I.P. INTEGRAL COLOR CONG. PLANTER WALL, MED. SAND FINISH. COLOR TBD 18" WIDE P.I.P. INTEGRAL COLOR CONG. RET. WALL, HT PER PLAN, MED. SAND FINISH. COLOR TBD. SEE CIVIL DWGS 468-3A CMU BLOCK WALL WITH STUCCO FINISH AND PRE-CAST CONG. CAP, COLOR TBD, HT PER PLAN. SEE CIVIL DWGS 468-3A CMU BLOCK WALL WITH STUCCO FINISH AND PRE-CAST CONC. CAP, COLOR TBD. HEIGHT PER PLAN CMU BLOCK RETAIN. WALL WITH GUARDRAIL (PER CIVIL ENG) STUCCO FINISH AND PRE-CAST CONG. CAP. COLOR TBD. HEIGHT PER PLAN SEE CIVIL DWGS 468-3A 6" WIDE, FLUSH WITH GRADE, INTEGRAL COLOR TBD., MED. SAND FINISH @ P.I.P. CONCRETE CURB ® METAL HEADER (4' \ L 1 .6 ~" WIDE. INTEGRAL COLOR TBD., MED. SAND FINISH ~/4" THICK GALV. STEEL HEADER WITH STEEL STAKES -x-x-x-x- @ STAIRS TYPE 1 -P.1.P. CONCRETE @ STAIRS TYPE 2 -P.1.P. CONCRETE @ GARDEN GATE @ MAINTENANCE STRIP RAILS AND FENCES @ SOREDJ FEtJGE AT REGThUH:hfH ® POOL SECURITY ENCLOSURE TYPE 1 -METAL PICKET @ POOL SECURITY ENCLOSURE TYPE 2 -GLASS WALL SPECIAL SITE FEATURES @ EVENT LAWN ® SWIMMING POOL @ POOL WATER LINE @sPNHOTTUB @ CHILDREN'S SHALLOW POOL @ RECONFIGURED AND NEW FIRE PITS @ OUTDOOR SHOWER @ OUTDOOR RINSE STATION @ RESTAURANT ENTRY ARBOR @ WATER FEATURE AT POOL DECK @ WATER FEATURE AT HOTEL ENTRY @ MONUMENT SIGN FOR PONTO BEACHFRONT VILLAGE BOULDERS ~ P.1.P. CONG. STAIRS WITH SINGLE RAILING AND CHEEK WALL • 6" MAX RISER. TREAD PER PLAN; SEEL 1. 16 FOR GUARDRAIL 1 P.I.P. CONC. STAIRS WITH UPPER AND LOWER RAILING ~ 6" MAX RISER. TREAD PER PLAN: SEE L1.16 FOR GUARDRAIL @@ DOUBLE SWING, FLAT-TOP GATE, 2-1/8" THICK CLEAR WESTERN RED CEDAR W/ HANDLE AND LOCK; NATURAL FINISH 18" WIDE MORTAR SET COBBLES, 8"-8" DIA. IPE WOOD SO REP~, PJNfUR:Al FIHISJ I 5' H POWDER COATED ALUMINUM PICKET FENCE. 3/4" MIN. PICKETS, 2" MIN. POSTS; 5' H GLASS AND POWDER-COATED ALUMINUM WINDSCREEN WITH SURFACE MOUNTED POWDER COATED GALVANIZED STEEL POSTS FINISHES AND LAYOUT ONLY; ENG. AND CONSTRUCTION DETAILS PER POOL+ FOUNTAIN CONSULTANT FINISHES AND LAYOUT ONLY; ENG. AND CONSTRUCTION DETAILS PER POOL+ FOUNTAIN CONSULTANT FINISHES AND LAYOUT ONLY: ENG. AND CONSTR. DETAILS PER POOL+ FOUNTAIN CONSULTANT SMOOTH FINISH CONG. FIRE PLACE WITH PORPHYRY STONE CAP, S.S. GAS RING, 4"-6" ROUNDED BLACK LAVA ROCK BY ARCHITECT 316 STAINLESS STEEL FOOT SHOWER, 32"H X 6-5/8"DIA. BY ARCHITECT SMOOTH FINISH. INTEGRAL COLOR CONG. AND GLASS TILE; FINISHES AND LAYOUT ONLY; CONSTRUCTION DETAILS PER POOUFOUNTAIN CONSULTANT SMOOTH FINISH, INTEGRAL COLOR CONC. AND GLASS TILE: FINISHES AND LAYOUT ONLY; CONSTRUCTION DETAILS PER POOUFOUNTAIN CONSULT ANT INTEGRAL COLOR CONCRETE WITH SANDBLAST FINISH SIZE 1 -42 COUNT @ 2' DIAMETER SIZE 2 -20 COUNT 1m 3' DIAMETER MANUFACTURER/SUPPLIER DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036. O.A.E. DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036. 0.A.E. DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036. O.A.E. DAVIS COLORS: 800-356-4646 KRC: (760) 744-1036, O.A.E. DAVIS COLORS: 800-356-4848 KRC (760) 744-1036, 0.A.E. MODEL NO. NATURAL GRAY COLOR: DAVIS MESA BUFF COLOR: DAVIS MESA BUFF COLOR: DAVIS MESA BUFF NATURAL GRAY MODERN BUILDERS SUPPLY TYPE: GRAY-BROWN 760-591-4570 MODERN BUILDERS SUPPLY TYPE: GRAY-BROWN 760-591-4570 DECORATIVE STONE SOLUTIONS TYPE: SOUTH FACE 9D9-202-9279 DECORATIVE STONE SOLUTIONS TYPE: SOUTH FACE 9D9-202-9279 DECORATIVE STONE SOLUTIONS TYPE. MESA 9D9-202-9279 PEDDLEFLD{ 8ER'o'l8E8 800.GH!.2?21, OJ\.E. NETLON 0.A.E. WASAU TILE 8D0-388-8728 DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036, O.A.E. DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036, 0.A.E. DAVIS COi.ORS: 800-356-4848 KRC: (760) 744-1036, 0.A.E. DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036, O.A.E. DAVIS COLORS: 800-356-4848 KRC: (760) 744-1036, O.A.E. STUCCO: EXPO 858-566-3110 CAP ARI STONE (800) 369-6118 STUCCO: EXPO 858-566-3110 CAP: ARISTONE (800) 369-8118 STUCCO: EXPO 858-566-3110 CAP: ARISTONE (800) 369-8118 J.D. RUSSELL CO. 800-888-7425 PACIFIC GATE WORKS, O.A.E. 1-888-749-4283 TYPE ADA-1 TO MATCH BLDG WC-FLAT 14-4-36 TO MATCH BLDG WC-FLAT 14-4-36 TO MATCH BLDG WC-FLAT 1 D-4-36 DURA-EDGE 1-1/4" x 5" BLACK SIGNATURE FLATTOP DECORATIVE STONE SOLUTIONS TYPE: MESA 909-202-9279 AMERISTAR. O.A.E. 888-333-3442 C.R LAURENCE (858) 678-8984 ECHELON II GRAND EFFECTS, 949-697-5270. O.A.E. SW BOULDER & STONE 619-331-3120 STERN-WILLIAMS O.A.E. 913-362-5635 OCEANSIDE GLASS TILE (760) 929-4000 OCEANSIDE GLASS TILE (760) 929-4000 #6100 MUSE 718" SQ. TILES OFFSET PATTERN COLOR: TBD MUSE 7/8" SQ. TILES GRID PATTERN COLOR: TBD DECORATIVE STONE SLOUTIONS TYPE: SOUTH FACE 909-202-9279 SPECIFICATION HARDSCAPE LEGEND SYMBOL ITEM SITE FURNISHINGS IDiiiiilll GARDEN BENCH = @ OFF-SITE BENCH 0® @ OFF-SITE TRASH AND RECYCLING RECEPTACLE -- ~ = ca Q, ~' .-··. □ [~ ~ 0 "" '.K: !>. sk ~ 1 PA BICYCLE RACK TREE GRATE ® DRINKING FOUNTAIN TYPE 1 0 DRINKING FOUNTAIN TYPE 2 LIGHTING VEHICULAR POLE LIGHT OFF-SITE VEHICULAR POLE LIGHT PEDESTRIAN POLE LIGHT PEDESTRIAN PATH LIGHT STEP-LIGHT TREE MOUNTED STRAP LIGHT TREE MOUNTED DANGLE LIGHT LANDSCAPE UP-LIGHT WALL WASH UP-LIGHT SIGN LIGHTING POOL LIGHTING FOUNTAIN LIGHTING OTHER ® 10" WIDE SIDEWALK PROPERTY LINE LIMIT OF WORK ® POOUWATER FEATURE EQUIPMENT ENCLOSURE ® DRIVEWAY TO PKG. GARAGE @ LOADING DOCK @ SITE RETAINING WALL, SEE DWG 468-3A AS APPLICABLE Q GUARDRAIL SCREEN W '<::;) ~ ® UTILITY ENCLOSURE AND YARD @ TRELLIS AT ROOF PARAPET PER ARCH. @ FIRE LANE AND CURB @ @ ACCESSIBLE PASSENGER LOADING ZONE ® ACCESSIBLE CURB CUT IN RO.W. @ HOTEL ENTRY SIGNAGE AND LIGHTING @ FLAGPOLES @ ABOVE GROUND UTILITY @ RAISED PEDESTRIAN CROSSING AT [NTRY DRIVE @ WAYFINDING SIGNAGE @ CURB AND GUTTER PER CIVIL @ MAINTENANCE STRIP (CARLSBAD BLVD) PER CIVIL PLANTING AREA @ PLANTER DRAIN @ HARDSCAPE DRAIN @ UNDER DRAINAGE SYSTEM @ FLOW-THROUGH PLANTER ® BIO RETENTION AREA ® OUTDOOR SPA PATIO ® ROCK LINED SWALE/BIOSWALE @TELESCOPE ® GUARDRAIL AT STAIRS DETAIL @ GUARDRAIL AT DRIVEWAY (PER CIVIL) ® STAIRANDGUARDRAIL ® MEMORIAL @(2\ ~ DESCRIPTION 4'6" AND 5'6" SOLID TEAK BENCH, ANCHORED TO PAVING CALIFORNIA BENCH, CUSTOM SANDBLAST FINISH, COLOR TBD CALIFORNIA SERIES. SIZE PER CITY STDS, CUSTOM SANDBLAST FINISH, COLOR TBD WELLE CIRCULAR RACK, BRUSHED STAINLESS STEEL, DIRECT BURY IN GROUND 60"X60" IRON GRATE, 2 PIECES, 16" TREE \/\/ELL OPENING, 3116" X 1" FLAT BAR STREETSMART ADA FOUNTAIN W/ PET FOUNTAIN STREETSMART ADA FOUNTAIN POLE LIGHT IN PKG LOT AND ON PKG GARAGE ROOF 25' TALL CONCRETE POLE IN PARKING LOT POLE LIGHT ALONG PONTO DRIVE WITH BANNER . AND/OR DIRECTIONAL SIGNAGE: XXXXXX FINISH. 25' TALL CONCRETE POLE POLE LIGHT FOR WALKWAYS 15' TALL CONCRETE POLE LIGHTING FOR PEDESTRIAN PATHWAYS LIGHTING MOUNTED TO PALM TREE TRUNKS LIGHTING HANGING FROM TREE LIMBS LANDSCAPE EFFECT LIGHITING IN PLANTING AREAS WALL WASH LIGHTING IN PLANTING AREAS HOTEL SIGN LIGHTS PER SIGNAGE PACKAGE BY OTHERS LIGHTING PER POOL CONSUL TANT LIGHTING PER FOUNTAIN CONSULTANT SEE CIVIL DRAWINGS FOR EXTENT OF IMPROVEMENTS SCHEMATIC LOCATION, REFER TO ARCHITECTURE DRAWINGS REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO CIVIL DWGS 468-3A; 42"H BARRIER REQUIRED@ WALLS HIGHER THAN 29" ABOVE ADJACENT SURFACE REFER TO CIVIL DRAWINGS REFER TO ARCHITECTURE DRAWINGS REFER TO ARCH DRAWINGS 24' WIDE PLANTED AND PAVED FIRELANE WITH 8" FLUSH CURB EDGE PER CITY OF CARLSBAD REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO SIGNAGE PACKAGE (2) 25' H POLES AND (1) 35' H POLE; FIBERGLASS WITH INTERNAL HAL YARD SYSTEM REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO SIGN PACKAGE REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO PLANTING PLANS REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO CIVIL DRAWINGS REFER TO ARCHITECTURE DRAWINGS REFER TO CIVIL DRAWINGS COIN OPERATED TELESCOPE. POWDER COATED COLOR TB MOUNT TO CONCRETE PER MANUF. RECOMMENDATION POV TELESCOPES 866-566-5327 REVISIONS: MANUFACTURER/SUPPLIER MODEL NO. SPECIFICATION ------, GLOSTER O.A.E. 434-575-1003 QUICKCRETE 866-703-3434 QUICKCRETE 866-703-3434 PALMER GROUP 415-333-6424 NEENAH FOUNDRY 800-558-5075 HAWS CORP. 775-359-7412 HAWS CORP. 775-359-7412 LAMP:SPAULDING 858.514.4000 POLE: TRADITIONAL CONG, INC . 868-719-7599 FIXTURE: AAL. 714-994-2700 POLE: TRADITIONAL CONG, INC. 888-719-7 599 FIXTURE: AAL. 714-994-2700 POLE: TRADITIONAL CONG, INC. 888-719-7599 B-K LIGHTING. 559-438-5800 LIGHTECH. INC, 949-248-3125 B-K LIGHTING. 559-438-5800 B-K LIGHTING. 559-438-5800 B-K LIGHTING. 559-438-5600 B-K LIGHTING. 559-438-5800 AMETCO MANUFACTURING® CORPORATION 800-362-1360 NETLON, O.A.E. MULTI-USE DESIGNS (USA) 714-231-1454 KINGSTON 963 KINGSTON 964 CALIFORNIA Q2CAL72B CALIFORNIA ROUND PIPE PARKWAY MODEL R-8734 #3500D, COLOR: SILVER #3500. COLOR: SILVER RCL-A 10-XX-XX-F-XX-DB-XX LAMP: RCL-H40-H3PIH4 POLE: SKYLINER Ill: A325-SG-EG FIXTURE: UCL-SR-STR-SLA17(5) LAMP: UCL-H3-400PSMH POLE: SKYLINER Ill: A325-SG-EG FIXTURE: UCL-SR-STR-SLA17(5) LAMP: UCL-H3-FT-150MH POLE: SKYLINER 111: A315-SG-EG GA-PL-65-BZP-X-X-CV-18-X SL-8105-PL 13-W-DBPC TS-X-BZP-36 RM-X-BZP-X-X NSII-X-BZP-10-X NSII-X-BZP-12-X STADIUM FIBERGLASS FLAGPOLES OF AMERICA 919-304-3973 ~ ~ r./J. ~ ~ ~ Q O <r:: ~ r./J. ~ ~~o ~~µ., z .... ~o~ U ~ u~ z~~ o~~ ~~~ ~ u ~Ou z 0 - w w 0 " < 0 - " w ' z ~ - ' 0 z - ~ z z • 0 " ' w ~ " ' ' u w ' - " u " • O! "' w --" O! ., -- ll.. " :..:: <t u ., 0 :: ..... " O! "' :::, ,, C • • ~ • ·s 0 • ~ " ~ ·s • A ~ " 0 • -" ~ • • 0 ~ HARDSCAPE LEGEND L1-1 ll.. " V) ...J 11 AS BUIL T 11 ~~ • a • ~ ~ ' 0 .. m " " N APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PREClS~ LOCATION OF PLANTING AREAS. TITLE rfL1Ne.1e,,n,.., DATE REVJE'i,ED BY, jt-..:J,~ lr-~l-A-\' " 0 " ~ I ~ 0 ~ w m • e 0 ~ u 0 ~ • Q § ~ INSPECTOR DATE I-w (/) (9 z -::'!: <C 0::: 0 0 0::: 0 (.) w 0::: ~ ~ " 0 I ~ " w -"' ~ e ~ .. ~ ~ ~ " I " " N ,; ~ e • " 0 -" ,. I s;EE 7 I CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 44 LANDSCAPE PLANS FOR: APPROVED HILTON CARLSBAD OCEANFRONT RESORT & SPA .Z-~-1-; PLANNING DA TE 1----+--+----------------t---t---t---t--, ~~~~==~;==~~===~=~;::===-=-=-=-=-= OWN BY: ~--PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~-- JTHER APPROVAL CITY APPROVAL RVWD BY• SDP 05-14 468-3L DATE INITIAL FNGINEER OF WORK REVISION DESCRIPTION n I □ ; / '/ / ' ' ' , ff// I!: ii I I I I I I I I - I I I PA l 3. SITE LIGHTING PER ELECTRICAL PLANS GATE AT POOL ENCLOSURE TYPE 1 REFER TO DETAIL 1/ L1.14 KEY PLAN 20' s· L- NOTE: GATE AT POOL ENCLOSURE TYPE 1 REFER TO DETAIL 1/ Ll.14 1. REFER TO SHEET L1-2 FOR FULL HARDSCAPE LEGEND 2. REFER TO REFERENCE PLAN Ll-0 FOR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES HARDSCAPE PLAN L1-1A 11 AS REVISIONS: ,_ _______ ------ ~ 0-, VJ Q ~ E-, ~ I- Q O-< w en ~ VJ ~ C) B3 ~ 0 z ;:z E-, µ. :!;: Z::J ~ 0-< c:i:: 0::: U ~ u~ 0 z~~ 0 oZ 0::: E-, ~ 53 0 ~ ~ ~ u -u w ~Ou 0::: z 0 • '" 0 rl • i 0 < 0 m I • 0 • m ' • ~ rl " '" I N " 0 ' 0 ,; 0 z • ' " " Q ~ ' N m • rn -' t 0 ' • • z M a • ·;;; " ' • 1i " 0 ~ z A ~ ' z ~ 0 ' • " ' u ' ~ rn m " ; , • " M " ' " ru • " w .. A N ~ 0 • • ,; 0 § 0 ~ rl " ~ e 0 ' w ' " 0 < " " 0 • • 0 ---" "' .. "' ~ -" "'< " -'< (.) -0 0<0 0 .0)0) 0000 C Cl>O 0 ca m . . ~ ::c i5 ;,; a) "' N C: «? <.C! w -Nca0>0) Nu,CD<.0 " ~ " -0 = ll.. 0 ~ ~ < u " 0 0. .. ...... " ~ "' :::, 'O C ll.. .. V) -' BLJIL T11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TI~ INSrECTOR DATE HARDSCAPE NOTES: I ___ _J _ __J ' \ \ ,\. +- ' I I I 1. ALL FOOTINGS AND REINFORCEMENT FOR RETAINING SITE WALLS AND NON-RETAINING SITE WALLS OVER 3' HIGH PER CIVIL DWGS 468-3A. 2. POOL AND FOUNTAIN FINISHES AND LAYOUT ONLY; CONSTRUCTION DETAILS, ENGINEERING, EQUIPMENT, ET CETERA BY OTI-IERS 3. SITE LIGHTING PER ELECTRICAL PLANS 4. PLANTER DRAIN LOCATIONS SHOWN FOR REFERENCE ONLY. PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND P~R SOILS REPORT. REFER TO CIVIL PLAN. 5. SITE DRAIN LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS 6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING; SEE CIVIL DRAWINGS 7. NO TREES, STRUCTURES OR PLANTING OVER 30" IN MATURE HEIGHT PERMITTED WITHIN SIGHT CORRIDOR RESTRICTION AREAS \ ' ' I I ' \ ' \ I \ \ ' \ I I I I KEY PLAN 20· PARKING LOT TO BE AC PAVING __ .,,.-.,,---- ..--J .,.------_..--------,,--,,------ ,,.,,-NOTE: HARDSCAPE j,NO PLANTING TO BE PROTECTED TQ, EXTENT POSSIBLE; JO-Bt REPAIREJ1-AND /OR REPLACED-TO-'!AA T,CH· EXJSTING MEDIAN AS REQUIRED. /SEE ·CIVIL DRAWING 468_:-3 FOR j.lMrf OF IMPROVEMENJ:S-~-.•• ,-~- -~-----------.,.,._.,,....------___ ..-- \.,,"'/✓-✓ --✓✓- __, .,.._,.-,,,,..,.. NOTE: 1. REFER TO SHEET L1-2 FOR FULL HARDSCAPE LEGEND 2. REFER TO REFERENCE PLAN L1-0 FOR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES HARDSCAPE PLAN APPROVED FOR PLANTING AND IRRIGA'l'ION ONLY, INCLL'DING PRECISE LOCATION OF PLANTING AREAS. L1-18 REVIE\./ED BY, /~,.{\ 4:-BIA\: lNSr'ECT □R REVISIONS: -~-------------1 -------------1 <t: P-s VJ Q ~ E--, ~ Q O ~ <t: VJ ~ ~~o ~ E--, ~ <t: s ~ U ~ u_ z µ.. Q oZ~ E--, <t: ~ ~ ~ ~ ~8u z u • , C " < C " '" , ~ ' u z ~ , , ' , 0 ' , ~ " , u 2 u " ' 0 = Q.. Cl ~ < u ., 0 0. .. ...I " IX "' :::, .,, a.. .. V) .....I BUIL T11 • ' ~ • -u 0 • • < 0 ., • ' A 11 0 ~ ~ 0 • • 0 " ' ' 0 ' ' < , ~ ' ' , ,, m ~ " N DA~E I- w (/) (!) z ~ <( 0::: 0 0 0::: 0 (.) w 0::: ~ "' 0 "' I 0 ~ "' " " I N " ;;; 0 " " N "' m -• " E ~ 0 ~ ~ ' u ' "' 0 I ~ " • " 5 N 0 ;;; " • e " u " 0 ~ ~ \\fl,-_-:--=~-~~~ l---+---+------------+--+--+--+--------11 SH5EET I CITY OF CARLSBAD SHEETS tJ C ----LJ 44 Ll 1 _____ :_ __;-:--.-de ••. _, '-:=:::;=~~:=;~P:;L~A:;N;;N~TN:':G:::::::D:::E:::P:::::A::::R::::H:::::'1E:::N:::::T===:.:::=:::::::~ ---~~----r, 'LANDSCAPE PLANS FOR: ,,;~,~\z~ -~~:s l----+--+-----------------1-----+--l----+---t HILTON CARLSBAD ~~lf,l'lY-'!,f(fi'Ji\. ):rt) ~-OCEANFRONT RESORT & SPA ' ,..,<::--------APPROVED 11:..f~ ¼' f;!)...;\t :?-~,~ PLANNING JATE DATE INITIAL DATE INITIAL DATE DWN BY: r'ROJECT NO. DRAWING NO. INITIAL CHKD BY: LITHER APP~DVAL CITY APPROVAL RV\JD BY, SDP 05-14 468-3L --·----______ _i,;=---'"='='~:__ __ ::___:__ _____ _:_N:.:..T~·_:S::._. _1E:N.:::Gl:::NE::.E:::R :_O~F .:.:.WO:::.R:::KL ___ R_E_v_1_s_1 o_N_D_E_s_c_'R_, P_11_0_1\_' ___ -1':'.'.:::...::.:::::.J.....:'..'.__'.:".'."..'.'.::JL========'-'=========~====::!IJ i i i I I I i ,'2.1/.f.-:_.,-, / '\~;:, l I I I -i-J ~ I I I HARDSCAPE NOTES: 1. 2. 3. 4. 5. 6. 7. ALL FOOTINGS AND REINFORCEMENT FOR RETAINING SITE WALLS AND NON-RETAINING SITE WALLS OVER 3' HIGH PER CIVIL DWGS 468-3A. POOL AND FOUNTAIN FINISHES AND LAYOUT ONLY; CONSTRUCTION DETAILS, ENGINEERING, EQUIPMENT, ET CETERA BY OTHERS SITE LIGHTING PER ELECTRICAL PLANS PLANTER DRAIN LOCATIONS SHOWN FOR REFERENCE ONLY. PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND PER SOILS REPORT. REFER TO CIVIL PLAN. SITE DRAIN LOCATIONS SHOWN FOR REFERENCE ONLY. REFER TO Cl"1L DRAWINGS PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING; SEE CIVIL DRAWINGS NO TREES, STRUCTURES OR PLANTING OVER 30" IN MATURE HEIGHT PERMITTED WITHIN SIGHT CORRIDOR RESTRICTION AREAS -\ 1, ,';A'-, \<. I I -11 '. I I --1, I I I _.) I I lj -'I- ' I I I I I I ii I I I :;' I ,, I I I I ' /: / I I/ / r :' / 1/ l. { -, I / PA I / / 0 p --1 • I I j Luu::.~~--'? ', 'i: y /i ! --------- ----- KEY PLAN REVISIONS: <t: 0-s r/1 Q z <t: E-< 0::: I- Q O -< w Cl) <t: r/1 ~ C, PARKING GARAGE 53 ~ 0 z o2 E-< ri.. $ _[\_-, N.T.S. 20' NOTE: 1. REFER TO SHEET Ll-2 FOR FULL HARDSCAPE LEGEND 2. REFER TO REFERENCE PLAN L1-D FOR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES HARDSCAPE PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. - L1-1C 11 AS INSPECTOR z :J <t: 0 - ' 0 " ' "' e z a ~ • t • D z A , ~ z D "' -< " u " 0 • F "' ,; C " "' ' ~ N • ~ il u " • • ~ 0 D ~ c 00 0 w c " u " < 0 -mN ., a, ~ -"' "' <( ., u -~ 0 (D 0 .C7)C7) uooo C C>O 0 al CD • • c,: ::i:acoco ., Nctq~ w -~(G~~ Ncncoco 0 c,: ., -0 .c 12.. 0 ~ ).:: <( u ., 0 C. " ...I 0 c,: "' ::::, .,, C 12.. " V) -' BUIL T 11 DATE DATE <( 0::: 0 0 0::: 0 (.) w 0::: rl ~ "' 0 I ~ " N " rl "' -~ "' ~ ~ ~ "' I " " N -• rl e • ' D ~ ~ 't l-----+---+-----------+----+---+---t-----11 SH6EET I CITY OF CARLSBAD ~4 PLA~NING DEPARlMENT ~ l----j---+-----------------+---+---+-----t-----1 :;L=A;:ND;:S;:C;:A_,:;P::;E=P;:L;::A:=:N~S:::;:FO;:;R;::::=::::=:::'::'::':::'::'::':=:==::::::::--'====:; HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED /<tA I &f, ~I ..c 1t -z_, ~ ••? PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVw'D BY, SDP 05-14 468-3L REVISIONS: ,__ ___________ __, D ~ -------j ..a\\lilS\I . "'-I! ----u- -ullll11 1 l \ i I --------\ ~ .. -" I_ D \ I ------ 1 _,, .. ~-\\ . IJI __.----------I ...-!! ~ / '"·· '',.,_ i •· -------M~"~~ / ;,;rr~~ f--.. . 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REFER TO SHEET L1-2 FOR FULL HARDSCAPE LEGEND ' . .....,,._, -I ,( \ II"""'"" I ' \ 2. REFER TO REFERENCE PLAN L1-D FOR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES l I J I r 1 I I I / I i I I ' I f I \ ----. \ ' ~--' HARDSCAPE PLAN L1-1D \ "AS 20· HARDSCAPE NOTES: REV!Ev/ED BY• z 0 " w 0 • < D " w " z Q ' 0 z ~ z z < " • ' w ~ • , e u w c 1 u • < °' "' w " °' m 0 .c 0.. " ~ :,,=: ,, ~ 0.. '" V) --' BUILT" ALL FOOTINGS AND REINFORCEMENT FOR RETAINING SITE WALLS AND NON-RETAINING SITE WALLS OVER 3' HIGH PER CIVIL DWGS 468-3A. KEY PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1-1:{\ tr--~i-.;-rt- ii I NSPEC T □R m ' 0 • • ~ --~ I " • -0 0 • " -~ ! N m C • -~ • E ' • ~ D A ~ • 0 C ~ LI ~ m " 0 " ~ • N • • iS • • C 0 ~ • ~ 0 ---mN ma> ~ -"' Cll < .. 0 --fj O (0 0 ~ C") a, 0000 C: OIQ 0 co Q) • • ::i:oCDai N C:tq'C£? ~a,~~ Ntn<O<O DATE 1- UJ Cf) (!) z $ <C 0::: Cl Cl 0::: 0 (.) w 0::: ;; " 0 I ' " N s § " & ' ' ' • ~ " N s ~ • " 0 • ~ 2, 3, POOL AND FOUNTAIN FINISHES AND LAYOUT ONLY; CONSTRUCTION DETAILS, ENGINEERING, EQUIPMENT, ET CETERA BY OTHERS SITE LIGHTING PER ELECTRICAL PLANS ,1---+---+------------+----1----+---f-----l I SH7EET I CITY OF CARLSBAD fsHilisl4 PLANNING DEPARTMENT L_±±__j ~L7AN~DS;;;C~A~P;E,::::;::P:;:LA:,:;N;S:,:::;F;O:;R=: =====::::::::::::==='-'===~ 5, 7, PLANTER DRAIN LOCATIONS SHOWN FOR REFERENCE ONLY. PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND PER SOILS REPORT. REFER TO CIVIL PLAN. SITE DRAIN LOCATIONS SHOWN FOR REFERENCE ONLY, REFER TO CIVIL DRAWINGS PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING; SEE CIVIL DRAWINGS NO TREES, STRUCTURES OR PLANTING OVER 30" IN MATURE HEIGHT PERMITTED WITHIN SIGHT CORRIDOR RESTRICTION AREAS ____ .,. . .,,.------ /-- 1/__,._:..,. 1-----+----+----------------------+----t----+---+----I -~<;;_,. .... ~--------- =----· .• DATE INITIAL 9A"E INITIAL DATE INITIAL N.T.S. ENGINCER OF WORK REVISION DESCRIP-:-ION OTHER APPROVAL CITY APPROVAL HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED 11;__£\ L.--r, ~},.., 'Ir -z-~-i~ PLANN!NG DATE DWN BY: ?ROJECT NO. DRAWING NO. ChKD BY: RVv/D BY, SOP 05-14 468-3L "' C -a / I I I /iii I I ,l f I /fl i I fl i I 11 1 I I I f i I I I I I I : I =: I I I I i i • I "Li i I I I / _BJ ' I / I lo I I I I 0 1. / TO CIVIL ENGINEER DWGS 468-3A FOR 11,E FOLLOWING: 2. ALL FOOTINGS AND REINFORCEMENT FDR RETAINING SITE WALLS AND NON-RETAINING SITE WALLS OVER 3' HIGH PER CIVIL ENGINEER. 3. SEE CIVIL GRADING PLAN FOR ALL FINISH SURFACE AND FINISH GRADE ELEVATIONS 4. SEE CIVIL ENGINEER HORIZONTAL CONTROL PLAN FOR SITlE WALL LOCATIONS u / LEGEND TW TC EJ TOP OF WALL ELEVATION TOP OF CURB ELEVATION EXPANSION JOINT ALIGN _J \ . \ N.T.S. ___ J __ ------ 15' 5' DATE INITIAL ENGINEER OF WORK ---7 I I I I I I I I ------- ------ ""' I C'I i' ~ I -L~-1-· t I I I d NOTE: i\ I Ul ~ 1. REFER TO SHEET L1-2 FOR FULL HARDSCAPE LEGEND 2. REFER TO REFERENCE PLAN L1-0 FDR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES HARDSCAPE DIMENSION PLAN Si a 07/31/14 Renewal D' / ·1,/~ Date L1-2A REVISIONS: z " iX "' w --" iX ., a.. " ~ < u .. 0 0. .. -' " iX "' ::) .., a.. ., V) ...J BUIL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. REVIE\/ED BY, itJI k, ~l..;,t/" INSPECTOR PLANNING REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RV\/D BY, PROJECT NO. 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I I$ CD "' "' -< fT'I =i z ~ J> O I (./) 0 rri 1'J "' ,, "U ,:: r ,, fTl~)> 0 zoz ;c -a ,, :><r N· -o -u I z 00 o ~ 0-r, -uo "' "' "' -a ,, -<c ,r _r z "' c:l r r I 5:i 0 [ll )> "U "' SPURLOCK \\ \ \ \ \ \ POIRIER Landscape Architects (~ ' \ \\-\ . -----\ ':.,,, .. ,;.t\\ ~~~~\\\ ,::. ._,, \ 'G -,\\ \ \ I \\ ' \\ \ \ '\, I \ \ JWDA ARCHITECTURE/PLANNING/INTERIOR DESIGN HILTON CARLSBAD OCEANFRONT RESORT AND SPA Joseph Wong D1 LOLL """vvv• uuoo, I I · es,gn Assoc,a,es I I CARLSBAD CALIFORNIA .I-r'l \}\ n .l\ I " I' I ~ I~ I I San Diego, CA 92110 2350 Fourth A=nue , ;;; " 619.681.0090 • ·-,,,, '' ',_,...,, 1 • , I' 619,681.0096 faX San Diego. California 92101-16D6 ' I ,' Phone (610) 233-6777 Fax (619) 237-0541 R E C Q R D D R A W I N G S E T __ ,-r--,___ .... )I / lo ' I_J/--- ,-f -\ 1, ~~ I ! ' . ' ~ '" ~ !"' I I FOR LAYOUT DIMENSIONS, REFER TO ENLARGEMENT PLAN, W e \ I I I ---r, I I I I _J-! I I j I --1 I I I I ~/ -,-------------··.\ I I I 6) ' I I ' ' I ' I ' I I ' I ' . I ' I -- ' i I. I I I ~ -- TW PER Cl"1L DWG 466-3A 1 I -- TW PER A --------TW PER ARCH 1W PEif ARCH .----- TW 64.10 ,----- PARKING GARAGE I • TW TC EJ NOTES: ;: _____ _ TOP OF WALL ELEVATION TOP OF CURB ELEVATION EXPANSION JOINT 1. REFER TD CIVIL ENGINEER DWGS 46B-3A FOR THE FOLLOWING: 2. ALL FOOTINGS AND REINFORCEMENT FOR RETAINING SlllE WALLS AND NON-RETAINING SlllE WALLS OVER 3' HIGH PER CIVIL ENGINEER. 3. SEE CIVIL GRADING PLAN FOR ALL FINISH SURFACE AND FINISH GRADE ELEVA llONS 4. SEE CIVIL ENGINEER HORIZONTAL CONllROL PLAN FOR SITE WALL LOCATIONS NOTE: 1. REFER TO SHEET L1-2 FDR FULL HARDSCAPE LEGEND . I I • I I, I I \ I '1 I '· I I • I I I I I I I I REVISIONS: ~ ~ r./J Q z ~ r-, ~ Q O -< ~ r./J ~ ~~o ~ r-, e:: ~5~ U ~ u~ z µ.. r::i o~~ r-, ~ ij ~ u :C O u z • • w C • < C • • " ~ w • ,_ '6 0 z • ~ • < ' • A ~ z -• • ~ 2 A 2 < ~ o 0 ~ • ' a w ~ • " • , 0 ~ LI w , LI " < 01! "' w -0 01! " -0 .c c.. 0 ~ ~ < u " 0 C. "' ...J 0 OI! "' ::::) 'C I- UJ U) (9 z s: <( 0::: 0 0 0::: 0 u UJ 0::: ~ ~ ~ 0 " I ~ ~ " -" ' "' • -ai 0 " --' N e • 0 ~ • " -~ • ~ .. t ' ~ ~ 0 ~ " u ~ m ~ ~ 0 I " ~ " "' • " B "' ai ' -• e " • ' 0 ~ ~ ---------2. REFER TO REFERENCE PLAN L1-0 FDR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES L1-2C C c.. "' V) _J KEY PLAN ,/ ' ' 20' 5' HARDSCAPE DIMENSION PLAN APPROVED FOR PLAKTING AND JHHIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BUILT" RF_ V!EvlED BY, r~~ I 4t· \8l14 INSPECTOR ·~ur-i~----0=-I/: i5HEETl CITY OF CARLSBAD fsRfIBl 7 C-== ~f f---+----+-----------------+---+---t---t----l ;;:l_1_Q_j~~0~~~;::;:;P;:LA=:N;,N;I;:N=G=D=E=P=A=R=:T=M:::E=N=T===..'::~==4== '~;,;;;:<;_;;~ 1 1-----+---+------------------+----+---+----+----l LANDSCAPE PLANS FOR: cc-·cd Ci,-,_, HILTON CARLSBAD \\\ ---v .,..,.. ',;\ ·z,i · '' ; t-----l---+---------------i--f-----+----+----1 OCEANFRONT RESORT & SPA I.,,/'' ~; l----;----1-------------------f---+---l---+-----I " '--~--:---/ \ ------,...,, .... _,~--------:-----. ---,- APPROVED Jq;,( 4" l'dl-.s:;itr -i-~-1? PLANNING DATE N.T.S. DATE INITIAL ENGINEER OF WORK REVISION DESCRIP I ION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: UIHER APPROVAL CITY APPROVAL RVvlD BY, SOP 05-14 468-JL LEGEND TW TOP OF WALL ELEVATION TC TOP OF CURB ELEVATION EJ EXPANSION JOINT NOTES: 1. REFER TO CIVIL ENGINEER DWGS 46B-3A FOR THE FOLLOWING: 2. ALL FOOTINGS AND REINFORCEMENT FOR RETAINING SITE WALLS AND NON-RETAINING SITE WALLS OVER 3' HIGH PER CIVIL ENGINEER. 3. SEE CIVIL GRADING PLAN FOR ALL FINISH SURFACE AND FINISH GRADE ELEVATIONS 4. SEE CIVIL ENGINEER HORIZONTAL CONTROL PLAN FOR SITE WALL LOCATIONS KEY PLAN -· II DATE INITIAL ENGINEER OF WORK 0 20' I I /' NOTE: / / / 1. REFER TO SHEET L1-2 FOR FULL HARDSCAPE LEGEND 2. REFER TO REFERENCE PLAN L1 -0 FOR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES HARDSCAPE DIMENSION PLAN 1 I I I I I I L1-2D REVISIONS: ~ ~ r./)_ ~ E-~ 0 0 ~ ~ r./)_ ,-., ~ gz & ~E-~ z~ ~Oj u ~ ~ z f:_L.; ~ oZ~ E-~ B3 ..-:l f:il ~ ,.....; u ~ :I: 0 u z u w w 0 <~ ~~ ~~ ~ ~ ~ w -~ 0 Q.. ~ u 0 ...J ~ :::, Q.. V) r u w r I u • < U) -(.) ., - .c (.) ~ -0:: " C. "' " U) "O C "' ..., • • ~ • -~ 0 ' ' ~ " '" ·; 0 A ~ " 0 ~ i • • 0 ~ • 0 m -I • -0 ! -N > ~ ' ·a ~ " 0 ' ~ 0 " u > D ,. " '" N 0 a I " APPROVED FOR PLANTIKG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 A S BU I I_ f 11 INSPECTOR DATE APPROVED 11dj lr, ~l)..,,-Jt -t,, ~-1'? PLANNING DAT~ I- UJ (/) (9 z :s: ~ 0::: 0 0 0::: 0 (.) UJ 0::: -~ ~ 0 I ~ ~ N ~ > -e ~ " ,,. ,,. ,,. • I ~ ~ N " -e • " 0 ~ ~ OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: DRAWING NO. REVISION DESCRl:oTION OTHER APP~UVAL CITY APPROVAL RV\JD BY, SDP 05-14 468-JL P. [ill P.A. ' lP.A. l l l l l l -------r---- ;,, ';,, I ;,, I I • I -----1----~-i--------~ ;,;--1- l '..:t Lu I I ' ~ ' :\ l , . - J(->(- P.A. 7'~6-' ' I I d 9' \ w P.A. 2 I -,,, • ~J - ' -------·-·-:-· . \ \ 1. POOL COURTYARD ---------- ----------- P.A. -- 7'-3"' POOL 64' g• B EQUA SPACES P.A. P.A. // 22·-11" !, 3 EbUAL SPACES ! I , l 18" +-4" 2 EQUAL\ SPACES \ \ \ ' ' \ \ \ \ \ ~-REFER TO EXPANSION AND CONTROL JOINT NOTES 1 AND 2 ON L1-3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ P.A. I ) I .,,---------- P.A. \ SCALE: 1" -10'-Q" \ ' ' ' \ ' \ ' \ ' ' \ \\ \ ' / / I ' ' / --.. '<.. ',-,. / ' '-,,/ \ \ \ \ bJ,. \ ' / EJ ' ,, ,, ' / --,/ / / -- ----- --0 :;, REVISIONS: ,__ __ ---___ ___J ~ ~ r./J 0 z ~ E-,; ~ QO~ ~ r./J >-< CQ § ~ r./J 0 o2 E-,; µ.; z-~o~ U ~ u~ Z µ~ Cl o~~ E-,; ~ ij du ~Ou z • w C • • .. ·n 0 • • < ' " ·a • A " " 0 ~ ~ " • ' 0 ~ • , " • ~ ~ " 0 ~ 0 0 " N I- w Cl) (!J z :;: <( 0::: 0 0 0::: 0 (.) w 0::: ~ 0 • 0 0 I • ' -~ I ru -s 0 --ru • 0 -• " E ' ~ j ' ' " ' • ,; I ~ " ' " a ru ~ -' a -' ;", " • " 0 ~ " 2. ENTRY GARDEN SCALE: 1" = 1 O' -0" / NOTES: 1. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS RAMPS AND OTHER VERTICAL APPURTENANCES. OMIT OOWELS WHERE ABUTTING WALLS, BUILDINGS, & CURBS. PROVIDE EXPANSION JOINTS FOR MAXIMUM 10D S.F. OF CONCRETE AREA. CONTRACTOR TO REVIEW FINAL SPACING AND LAYOUT OF EXPANSION AND CONTROL JOINTS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 2. PROVIDE EXPANSION JOINTS AT MAXIMUM 20' O.C. 3. REFER TO SHEET L1-2 FOR FULL HARDSCAPE LEGEND 4. REFER TO REFERENCE PLAN L1-0 FOR FULL SITE CONTEXT, LIMIT OF WORK, PROPERTY LINE, SIGHT LINES, AND EASEMENT ZONES 5. SEE HORIZONTAL CONTROL PLAN FOR HARDSCAPE LAYOUT. HARDSCAPE DIMENSION ENLARGEMENT PLANS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-3 ,::.:: "' w --" ,::.:: " - 0 = 0... " ~ 'C 0... .. V) -' "AS BUIL T11 REV ll \JED BY, /"t:: dj c.-1-~ll-e-ft JNSPEC I DR DATE DATE fsirnl CITY OF CARLSBAD ~ ~--t-----+------------------1------l------1~--l----1 l___!U PLANNING DEPARTMENT ~ ~L=:AN::::D;::S;::C:::,A.'.;P::::E =P;::L=A:::;N::::S =F=O::::R=: ======::::=:::===--'=====: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTH[R APPROVAL CITY AP:,ROVAL APPROVED PLANNING OWN BY: CHKD BY: RV\JD BY, HILTON CARLSBAD OCEANFRONT RESORT & SPA 17:)/ 6("-~l-o]t PROJECT NO. SDP 05-14 t,, ~ . ) '? DATE DRAWING NO. 468-3L PONTO DR. I I I I '------~ r-:~~ {:_ {J> \ -'0 <,,_,½~-Is ,, " r--- 1 HOTEL i I I I I @YJ REVISIONS: < ~ r./1 HOTEL 0 ----~-- I I I I L ______ .J ~ ~ ~ I- :;J 55 i UJ en (!) ~~o z ~~~ $'. 6~ <( U ~ u~ er::: 0 KEY PLAN 1. NORTH-SOUTH SECTION THROUGH HOTEL COURTYARD AND EVENT GARDEN SCALE: 1/16" -1'-0" z~~ Cl 0 r:i=l SERVICE AREA TURNAROUND PONTO DR. HOTEL 2. EAST WEST SECTION THROUGH HOTEL COURTYARD I i FURNISHINGS BY OWNER, TYP. I l-cG\c-='2~_~/ L:"7-=! \237 POOL BY OTHERS FURNISHINGS BY OWNER, TYP SHOWER BY ARCHITECT CHILDREN'S POOL BY OTHERS SAFE ~ SURFACE~ I I I I L--------.J l ____ _ FURNISHINGS BY OWNER, TYP 3. SECTION AT POOL DECK SCALE: 1/16" -1'-0" 4. SECTION THROUGH SWIMMING POOL \__ POOL BEYOND BY OTHERS SCALE: 1 /16" -1'-0" .,J fl,~ ~~~ '\'~{~; r------- I I I I I I I I L ___________ J CARLSBAD BLVD. ~~~ du ~Ou z 0 • " 0 • < 0 • • ~ " " ·u 0 z • -~ ' 0 ~ z •• • z Q z 11 < " 0 ~ • ' t ~ " • , ~ " 0 " " ' 0 • < 0::: 0 0 UJ er::: ~ "' ~ 0 .. I 0 ... .. " M I " • M ~ 0 ~ , ~ s ! ra ~ • 2 ~ ·~ ~ ... rl: ... " ... ~ .. lil d I ~ " " " i:l " ! ,; M .. ~ • g f SCALE: 1/16" -1'-0" 0,: "' w --" SITE SECTIONS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-4A 0,: " 0 ~ Q,,, " ~ ..: u " 0 ~ _,J " 0,: "' ::> ,::, Q,,, : V') -' 11 AS BUILT" ~ ,,:,z::,:,.,..('/3, TITLE I" ~/NC tekl-DA TE REVJE\/ED BY, ,~J:\ t.r· ~\--otl INSPECTOR DATE [sHEEl7 CITY OF CARLSBAD fSHEusl l----+----+-----------------+----+--~f----+-----1 l___!U PLANNING DEPARTMENT ~ ;:;L=A~ND;:S;:C;'.AC:::P:;E=P;:L;::A::;:N:;S=F;:, O;:R;::: =======:::::..::::::==: DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED ?LANNING DWN BY: __ _ PROJECT NO. CHKD BY: __ _ RVVD BY, SOP 05-14 -z..~-l'; DATE DRAWING NO. 468-3L 1. WEST ELEV A TION FROM CARLSBAD BL VD 2. NORTH ELEV A TION FROM PONTO ROAD 3. EAST ELEV A TION FROM PONTO ROAD -SOUTH END ~ KEY PLAN - -I IC'~ 0\ -• I \ ) ~ -50- 0 ';--\ \ _/' \ ' ~-~ ~_., ' --~ I - ill-ill ~ -=-----=--' [D ill 1-·-::=-=·---~=--~--; ' I SCALE: 1 /16" -1'-0" SCALE: 1 /16" -1 '-0" SCALE: 1 /16" -1 '-0" SITE ELEVATIONS APPROVED FOR PLANTING AND IRRIGA'TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-48 REVISIONS: z , - ITT • • " < 0 -" • " z Q - ' , z -z z < a • ' • " 0 " u • " - I 0 " < "' .. w - " "' ., -- ~ < u ., 0 : ... 0 "' .. :::, " C 0.. ., V) -' II AS BUILT" REVJE\.IED BY, 11J I L<, ~1~ INSPECTOR • 8 • "' ~ -I 6 ~ -0 0 • -~ N " ~ C • : i -~ • 0 A i ~ ' u " "' 0 " ~ A N • 0. ll • • 0 g ~ " DATE 1- UJ Cl') (!) z ~ <( a:: 0 0 a:: 0 (.) w a:: -• "' 0 I ,._ " N > -"' -• : ,._ ,._ ,._ "' I " " N > -"' -• § A "' Pml CITY OF CARLSBAD fSHillsl ---+----<---------------+---+--r-----+----1 ~ PLANNING DEPARTMENT ~ t-----+--1----------------+----<--+---+-----1 ;:;:LA=N:;D:;S:;CA'._;P;;E=P;:;LA==;;N:;S::::;F;:O:;R:=======~==== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING DWN BY: CHKD BY: RV\.ID BY• HILTON CARLSBAD OCEANFRONT RESORT & SPA 1-!lt &(, ~i.olt PROJECT NO. SOP 05-14 Z,.$,1'~ DATE DRAWING NO. 468-3L i!:~ 2 l B 4 0.. 5 w < 0 0.. -st LL '-o ~ , • • • 4 • • ' ' ~ •• • • • • • 4 • • • • • <I ,---....II ______________ <1 ---• • • 1 ••-------------------------------------------· • • ~--------~---,-------- • ' • • • ' • FIRST POUR EXPANSION JOINT· SECTION 0 0 3/8" EXPANSION JOINT W/ SEALANT (TYP) DUSTED ~TH DOUBLE-WASHED CONCRETE SAND -WHILE WET CONCRETE FINISH PER PLAN 1/B" WIDE DEEP SAWCUT SCORELINE/ JOINT, DEPTH TO BE 1/4 OF SLAB DEPTH CONCRETE PAVING PER PLAN 1. CONCRETE PAVING ', . • ·_. A ,1 <I • • A LI ---.:. -----~-• • • • , • ' ' • • • ' d 4 • • • 4 • • ~ ' • • 4 • • 4 • • • • • ------4 ~""'-11 • • • 4 • SECOND POUR SAW-CUT SCORE LINE SECTION 0 © 0 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 1/4" TOOLED EDGE RADIUS SPEEDY DOWEL W/ 18" SLEEVE LOCATED MIDSLAB, CENTERED ON JOINT © ® #3 @ 24" O.C. EACH WAY, CENTERED IN CONCRETE SLAB CLASS II ROAD BASE, PER SOILS REPORT NOTES: PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS RAMPS AND OTHER VERTICAL APPURTENANCES. OMIT DOWELS WHERE ABUTTING WALLS, BUILDINGS, & CURBS. PROVIDE EXPANSION JOINTS FOR MAXIMUM 100 S.F. OF CONCRETE AREA ALL TOOLED EDGES OF JOINTS SHALL BE 1/4" RADIUS MAX. PROVIDE EXPANSION JOINTS AT MAXIMUM 20' O.C. 0 ® @ © ® © 0 © ® @ SCALE: 3" -1'-0" STONE PAYERS PER HARDSCAPE PLAN AND LEGEND 1/4" CAULK JOINT WITH BACK-UP ADJACENT FINISH SURFACE PER HARDSCAPE PLAN ADJACENT TURF OR PLANTING AREA PER PLAN CONCRETE BASE WITH REINFORCEMENT PER @ 1" MORTAR SETTING BED NOT USED MORTAR JOINT BETWEEN STONE PAYERS, FLUSH WITH PAVER SURFACE CLASS II ROAD BASE PER GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 1• MAX JOINT 4. STONE PAVERS ON CONCRETE BASE SCALE: 3" = 1 '-0" 2 3 4 5 1/4" 11 --' 5 er w 0.. <ii <C a --' w :::, . ~,-~------r~,\& lj;;' _, -··-' __ , , __ , ___ ,._,I! 1i ill-I!!--''!, ill !I =,I= 6 _ .. 1 11-11-,--... -,,-.,,-,1 -,,i-,, -,ii--1 1-··11 1-11-·11--1-, -, -··-11-·-·111-;i-• .. -: --:!t-l, --!----!, --1 -···-i-il .. , .. :-1 i'..::-11-l=f-':'c'-crr::': .. :-· i:c::rf]::::'!f:'--111''''-l i='"=-I I ·--111-~-I I "'=-111=-1 1' -I 1 1:=TTT ---~_____, 7 ...•. ---··· -----1 1--1; 1--··-· ---, i : __ i ; ........ , ···~··· ~••I, -. ··-···-.•.•.• -, -~ I _,,]; 1-= I l'i I I 1-c: i ::::C: I 1 .:::::. .. I !':'I I 1-1 I!_ I I =I I !::::':I I ==111 I l:=11 I'-: I i:-··11 i= IC~.: 111-· ,-, · ,-, ,, --111-1 1 .. -111-11-111-11-11 -111-· 1 -. ', .. -1 ·-• 11-1 .. 11· .... -1 ,-i I 1-1' --i ,-----------------1 -; I ,-1' ,----' I SECTION 0 0 G) COBBLE PAYERS PER HARDSCAPE PLAN AND LEGEND MORTAR SETTING BED PER SPECIFICATIONS © 0 CLASS II ROAD BASE, PER GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT MORTAR JOINT, 1/4" MAX. NOTE: 0 0 REINFORCED CONCRETE BASE REINFORCEMENT PER CIVIL ENGINEER 1. PAYERS ARE VEHICULAR SURFACE; BASE AND REINFORCEMENT PER CIVIL ENGINEER 2. REFER TO PLANS FDR LAYOUT AND PATTERN OF PAYERS 2. COBBLE PAVERS ON CONC. BASE ,;\ PLANTED FIRE LANE PER PLAN; I...'../ 8" LAYER "NETLON" SAND, SOIL, NETLON MESH ELEMENT BLEND AT ROOTZONE PER HARDSCAPE LEGEND AND MANUFACTURER'S SPECIFICATIONS; GRASS MIX PER PLANT LEGEND 0 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 0 1/4" TOOLED EDGE © 4" HIGH, 1/2" DEEP BLOCK LETTERING CAST IN TOP OF CURB. MAX. 20' APART MARKINGS, END MARKINGS SHOULD BE WITHIN 2' OF CURB ENDS ® 8" W CONCRETE CURB FLUSH WITH ADJACENT PAVING FOR EXTENT OF FIRE ACCESS LANE. DEPTH PER CVIVL ENGINEER. G) AGGREGATE BASE, MATERIAL SIZE AND DEPTH PER CIVIL ENGINEER @ #4 REBAR @ 24" OC 0 GEOTEXTILE FABRIC PER CIVIL fi,\ #4 REBAR CONTINUOUS ENGINEER l...'.Y fc\ NO SE @ PLANTING AREA, REFER TO PLANTING "-:Y T U D PLAN © CONCRETE PAVED FIRE ~1 @ EXPANSION JOINT @ LANE WITH DEEPENDED L1.5 L1.6 ~ EDGE, FLUSH WITH NOTE: ADJACENT CURB. DETAIL IS FOR REFERENCE; REFER TO CIVIL ENGINEER DWGS 468-3 FOR CONSTRUCTION OF FIRELANE. / / / / / / / I / / / / ~/ / / / / / ./ / / ,/ / / / / / / .LI • , . ; A: ;ff ><J... ,,..,. •,..Ii~!/ ' 11 I ' '! 1--, I -i : .. 1-__ [ ! -i,1--· 1--::!----111---~11:------:i·-=-~-!. ·:, i =·= i 1== '' .. i :=:' 1,_-c::!: 1:::: .-:.::--::: . ::~= ·=-----=: · -= · ! --~:-=: ! ::-.:::: i ! I UT·-:-.L_, ___ ,-1 ·1-J..L!-,..1...L-! I .!.J.J-; ,-'--- I I··-·---··· : I -- 2 SECTION 5. FIRELANE AND CURB SCALE: 3" -1'-0" l' 8" 1' O:!J:!] ~ d ® © O:!J:!] @:s @ = Q:!J::, PLAN 4 SCALE: 1" -1' -0" SECTION 0 0 G) 0 0 © 0 1 3 2 5 4 ALIGN • N ,• '' • '••,,•)'••r ;~•.,:•:.<:•:: • • ,, . .,.' •.••' • C "-'-"'~"""~~-"--"-,c:..·:.<:::_:·:;.::,c:· ·'='·.,-"',~::::.:/:c.:·•: :·'--' .. -: ::='·_:_~~c.::::',~;,:::,<"-;: 2..-'-~==ec· :.,:..c..;e.--'·c..">ea·-·•-";_.' ,-": -··:;· ~Cf"-':;."'-'-'-"'~:..C..:~"""'-....c.J •---'i.-~ ADJACENT FINISH SURFACE, REFER TO PLAN DETECTABLE WARNING PRE-CAST PAYERS, 3' WIDE BAND, PER HARDSCAPE LEGEND AND SPECS MORTAR SETTING BED PER SPECS 1/4" MORTAR JOINT P.I.P. CONCRETE SUBBASE CLASS II BASE PER GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: REFER TO PLANS FDR STAKING, LAYOUT AND PATTERN OF PAYERS, REFER TO CIVIL PLANS FOR CURB CUT RAMPS. DETECTABLE WARNING PAYERS AND ADJACENT PAVEMENT FINISHED SURFACE SHALL BE LEVEL 6 3. DETECTABLE WARNING PAVERS SCALE: 3" 1'-0" HAADSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-5 "AS REVIE\./ED BY, IJ.:tt 4:, ~i..;tl INSPECTOR REVISIONS: z 0 " 0 Q • < 0 • " " z ~ - ' 0 z ~ z z < • ' '" ~ • 0 " 0 " " C 0 • < -- ~ <t u " 0 ~ ..J " tx "' :::, ,::, a.. " V) --' BUILT" • ' " ' I 0 • ' < ' -~ • ' A ~ ' 0 • ~ Ii" ' 0 ' ~ 0 ~ rl I ' rl 0 ' ~ 0 ' rn ~ • ' E ~ ' 0 ' ~ 0 ~ " u rn ~ 0 0) ~ N ' •rl 0 ~ ~ DATE 1- w Cl) (.9 z :s= <( 0:::: Cl Cl 0:::: 0 (.) w 0:::: rl ~ ~ 0 I ~ 0) N "iii rl .e ~ " ~ ' ' ~ I 0) 0) N "iii rl .e 0 0 0 .0 .. ~ CITY OF CARLSBAD [sHfIBl 1---------1---+----------------+---r---+--+----t ~ PLANNING DEPARTMENT ~ 1------:----+-----------------+---+-----il-----t---1 ~L~A:;N~DS~C;:A;_;P:;E;:::;P::;:L=AN;S:;::::;F:;O=,:R~: =:::::::=:===::::::::===:..'::==~ HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED t-z:,,J;_ ~-ldl -t-~·l:!;i PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INITIAL CHKD BY: __ OTHER APPROVAL CITY APPROVAL RV\,/D EY, SOP 05-14 468-3L CONCRETE PAVING TYPE AND FINISH, PER PLAN THICKENED EDGE 1/4" RADIUS, TYP. FINISH GRADE AT PLANTING 5 4 ----_------, ---:: •?_'"-""' "-'."i'.- --------------___ - --------: . ___ ., ________ ::::::::::: SECTION 3 ® 0 0 0 2 • • MULCH CLASS II ROAD BASE, PER GEOTECHNICAL REPORT COMPACTED SUBGRADE PER GEOTECHNICAL REPORT REINFORCING PER @ • • • 5• 3• 8 6 7 1. CONCRETE DEEP POUR EDGE 6 5 2 4 • • -----------------.:~,,.. -----------------------------4 ---------------------.. --.. ---------- ----------------------.-. -·----------------------------------- ------------------_--·:,: ----------._ .. --·:--·---_-------,. ---: 3 B SECTION 6" 4. RAISED CONCRETE CURB NOTES: 1. THICKENED EDGE REQUIRED WHEREVER CONCRETE PAVING IS ADJACENT TO AREAS OF AT-GRADE PLANTING OR UNIT PAVERS. 2. CONDlllON SHOWN IS ADJACENT TO AT-GRADE PLANTING AREA. SIMILAR CONDITION TO BE REQUIRED ADJACENT TO UNIT PAVERS. 0 0 0 © © © 0 ® ' . SCALE: 3" -1'-0" 6" WIDE P.I.P. CONCRETE CURB, FINISH PER PLAN 1/4" RADIUS AT ALL EDGES #4 @16" 0.C. VERT. (3) 1/4 CONT., HORZ. ADJACENT PAVING, SURFACE VARIES, REFER TO PLAN FINISH GRADE AT PLANTING AREA PER PLAN MULCH PER SPECS AMENDED SITE SOIL PER SPECIFICATIONS COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTE: 1. INSTALL 3/B" PREMOULDED EXPANSION JOINT @ INTERSECTION OF WALLS, CURBS, PAVING, AND @ 20' O.C. IN CONTINUOUS RUNS 2. SEE DIMENSION PLANS FOR TOP OF CURB ELEVATIONS; SEE CIVIL GRADING PLAN FOR FINISH GRADE AND SURFACE ELEVATIONS SCALE: 3" -1' -0" 0 TREE GRATE G) FRAME EMBEDDED IN CONCRETE 0 CONCRETE PAVING PER PLAN © EXPANSION JOINT @ BACK OF CURB G) EXISTING CONCRETE CURB © DEEP POUR CONCRETE ( 4 SIDES) 0 FINISH GRADE IN TREEWELL SECTION 2. TREE GRATE 4 3 2 5 8 - I. \, • • • • d • • • • ' ' SECTION 6" ' 5. FLUSH CONCRETE HEADER 0 0 0 © G) © 0 ® SCALE: 1" = 1'-0" 6" WIDE P.I.P. CONCRETE EDGE #4 @16" O.C. VERT . (3) #4 CONT., HORZ . FLUSH WITH PAVING THROUGHOUT FIRELANE SURFACE VARIES PER PLAN MULCH PER SPECS AMENDED SITE SOIL PER SPECIFICATIONS COMPACTED SUBGRADE PER GEOTECHNICAL REPORT FINISH GRADE OF PLANTING AREA PER PLAN NOTE: INSTALL 3/8" PREMOULDED EXPANSION JOINT @ INTERSECTION OF WALLS, CURBS, PAVING, AND @ 20' O.C. IN CONTINUOUS RUNS SCALE: 3" -1 '-0" 0 0 0 © CURB AND GUTTER PER CIVIL BEACH COBBLE PER HARDSCAPE PLAN AND LEGEND MORTAR BASE CLASS II BASE 1 2 SLOPE 2% MIN G) FINISH GRADE AT PLANTING AREA © MULCH 0 COMPACTED SUBGRADE PER GEOTECHNICAL REPORT ® AMENDED SITE SOIL PER SPECIFICATIONS 18" MIN. . 3 z :::e ' N ' 8 6 REVISIONS: <e: 0... VJ a z <e: E-~ I-QOi w <e: VJ Cf) ~~o (9 z ~ E-µ., -z-$ <e: 0 ~ <( 0::: U ~ u~ 0 z~~ 0 o~~ 0::: E-~ ~ 0 du (.) w ~Ou 0::: , 0 - m w 0 e • • ~ 0 < 0 w I -• 0 ' ' w • ~ ~ ~ w I ro " 0 ' ~ ,; 0 0 , • i ~ e ~ -~ ro e ' m -.. ~ 0 ' ' ~ , -~ " E ~ -' ~ 0 ' A ~ ' ' ~ 0 ~ ' ~ 3. MAINTENANCE STRIP AT MEDIAN SCALE: 3" = 1' -0" ~ • ' 0 ' ~ ~ m w ; I • ~ ~ ~ ~ ~ HARDSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -.. w ~ " 0 " u " " -, u • • a=: "' w --" a=: "' --0 -- J: a. " ~ ~ <C u "' 0 Q. '" ....I " co: "' :::) -a L1-6 C a. '" ti) ...J "AS BUIL T 11 a~~ TITLE re,~ 11-sSPECT □R " ro ' 0. i5 ro ' ,; • ' 0 ~ ~ ' w m ~ 0 " 0 " 0. DAlE DATE fsHml CITY OF CARLSBAD ~ 1---f--+---------------+--+-----t---+---J ~ PLANNING DEPARTMENT lJ:_U ~L~A;NacD"'SC~A~P;E:::=,::PLa=A;:;:NsaS~l'O~R.,::========'---'===~ HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: __ _ OTHER APPROVAL CITY APP,OVAL RV\JD BY• ?ROJECT NO. SDP 05-14 DRAWING NO_ 468-JL SECTION CD 1/4" X 5-1/2" X16'L STEEL EDGER, REFER TO HARDSCAPE PLAN AND LEGEND to\ 1/4" STEEL STAKE, TAPERED, PER MANUFACTURER'S '=/ RECOMMENDATION FOR SIZE, TYPE AND SPACING, FINISH TO MATCH STEEL EDGING 0) ADJACENT SURFACE VARIES PER PLAN 0 FINISH GRADE IN PLANTING AREA ® MULCH IN ADJACENT PLANTING AREA PER PLAN © COMPACTED SUBGRADE 0 PLANTING BACKFILL PER SPECIFICATIONS 4 5 CD 2 1. 1/4" THICK STEEL HEADER SCALE: 3" -1 '-0" ~ 0.. fY w 0.. lo I - I • 1 ,____, 1'-3" l . 3 8 CD P.I.P. CONCRETE WALL REFER TO HARDSCAPE LEGEND FOR FINISH ® 1/4" RADIUS, @ ALL EXPOSED EDGES 0) ADJACENT SURFACE, REFER TO PLAN 0 FINISH GRADE IN PLANTING AREA, REFER TO PLAN ® #4 HORIZONTAL @12" O.C. © #4 VERTICAL @12" O.C. 0 EXPANSION JOINT © COMPACTED SUBGRADE PER GEOTECHNICAL REPORT ® MULCH PER PLAN @ AMENDED SITE SOIL PER SPECIFICATIONS NOTES: 1. SEE LAYOUT PLANS FOR T.O.W. ELEVATIONS; CIVIL GRADING PLAN FOR ALL FINISH SURFACE ELEVATIONS 2. SEE HARDSCAPE LEGEND FOR CONCRETE COLOR AND FINISH 3. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS RAMPS AND OTHER VERTICAL APPURTENANCES. 4. WALL TYPE 2 -15" w FREEST ANDING SCALE: 1" -1'-0" q> 8 2 3/f'-IN. I I • • • • )'"..---• --:1..---· <I IA••••••••~••••••••••• 1..-...;9 _________ , <I ,,!, • • • I< • • z ' • :ii • • • ;,. • i ' •••.I ,'.O V // @/,c • • • • ' • • • "' ' ~ "' a, ---.. Ill z ::, ;,. CD ® 0 0 ® © 0 ® AQUAFLEX NP100 TOP COURSE AQUAFLEX NP100 CUSHION BASE ADJACENT PAVING OR CURB DRAIN TO SANITARY SEWER CONCRETE SUB BASE CLASS II BASE COMPACTED SUBGRADE PER GEOTECHNICAL REPORT SPEED DOWEL NOTES: 1. INSTALL PER MANUFACTURER SPECIFICATIONS SCALE: 3" = 1'-0" 2. NON-POROUS RUBBERIZED SAFETY SURFACE 1'-3" • 1. • , I • • r' +----14 • J • • • I • _lq .l'.l I' • • • I • I • I • • • I SECTION 5 1 CD SURFACE VARIES, REFER TO HARDSCAPE PLAN ® NOT USED 0) 1/4" RADIUS, TYP . 0 C.I.P. CONCRETE RETAINING WALL ® FINISH GRADE AT ADJACENT SURFACE © COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 0 DAMP PROOFING PER SPECIFICATIONS © WRAPPED, PERFORATED DRAIN PIPE, CONNECT TO STORM DRAIN, REFER TO CIVIL ENGINEER DRAWINGS ® 3/4" CRUSHED ROCK BACKFILL AROUND PERFORATED PIPE NOTES: 1. SEE LAYOUT PLANS FOR T.O.W. ELEVATIONS; CIVIL GRADING PLAN FOR ALL FINISH SURFACE ELEVATIONS 2. SEE HARDSCAPE LEGEND FOR CONCRETE COLOR AND FINISH 3. FOOTING SIZE AND STEEL REINFORCEMENT PER SAN DIEGO REGIONAL STANDARD DRAWINGS 4. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS RAMPS AND OTHER VERTICAL APPURTENANCES. 5. PROVIDE AMENDED SITE SOIL PER SPECIFICATIONS AT ALL PLANTING AREAS REVISIONS: <t: p., VJ Q ~ ~ I- Q O --< w U) <t: VJ -~~~ (.9 ~~g z - $ <t: 5 ~ <( 0::: U ~ u~ 0 z~~ 0 o~~ 0::: t3 ~ ~ 0 (.) -u --< w ~Ou 0::: z 0 - ' • 0 ;; < • 0 < 0 m I -• 0 ' ' w < ~ ~ " • I N e ·, ' ~ 0 0 , , , 0 ~ §, Q -~ i m ' ' 0 0 < ' ' ~ ·a ' z ·; ~ ' -t ' ' ' z A 0 ~ ' z ~ 0 .. ' ' 3. WALL TYPE 1 -15" W RET AIINING SCALE: 1" = 1 '-0" ~ • 0 u ' " 0 ~ • ~ • ; I " C. ~ " " HARDSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-7 ' w ~ " 0 e u • e - X u < • co:: "' w --" co:: ., -- CL. " ~ <C u ., 0 ~ _. u co:: "' :::) "C CL. a, II) ....J '' AS BUIL T 11 INSPECTOR " N -~ N " Q ' s ' ~ 0 ~ rl m !E, ' C 0 " " DATE fs'Hml CITY OF CARLSBAD ~ 1---f----+----------------+--+----t-----t-------J l____1__U PLANNING DEPARTMENT ~ 1----f----+---···-------~---------0 ~---+----,__---+-----, ~~~:-;;~;::=::~~~=======:::::...:==~ LANDSCAPE PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGi NEER OF WORK REVISION DESCRIPTIC\J OTHER APPROVAL CITY APPROVAL APPROVED PLANNING DWN BY: CHKD BY: RV'.ID BY, HILTON CARLSBAD OCEANFRONT RESORT & SPA J-<t.:l~ (;r, ~n--i- PROJECT NO. SDP 05-14 -i;. :al,.)? DATE DRAWING NO. 468-3L z :::, • SECTION 2 4 B 3 1----< 0 7 6 0 ® 0 0 ® © 0 1. WALL TYPE 4 -PLANTER WALL ...J 5 13 "' w o._ 4 SECTION 4. ---@ 0 ® 0 0 ® © 0 z :3 o._ © 0 [5 o._ @ @ @ 14 @ @ PER CIVIL , • , WALL TYPE 8 -CMU RETAINING FINISH SURFACE VARIES, SEE HARDSCAPE PLAN 1/4" RADIUS, TYP. C.I.P. CONCRETE RETAINING WALL FINISH GRADE AT ADJACENT PLANTING AREA DAMP PROOFING PER SPECIFICATIONS WRAPPED, PERFORATED DRAIN PIPE, CONNECT TO STORM DRAIN, REFER TO CIVIL ENGINEER DRAWINGS 3/4" CRUSHED ROCK BACKFILL AROUND PERFORATED PIPE MULCH PER SPECIFICATIONS AMENDED SITE SOIL PER SPECIFICATIONS . z :3 o._ "' w o._ >-' I ::l i LL 0 o._ 12 ,. 0 4"x14"x36" PRECAST CONCRETE WALL CAP PER HARDSCAPE LEGEND ® 12" CMU BLOCK, GROUT FILLED CELLS 0 PLASTER 'F' MOLD, MATCH BUILDING'S REVEAL SIZE 0 STUCCO PER HARDSCAPE LEGEND ® FINISH SURFACE, REFER TO HARDSCAPE PLAN © CONCRETE FOOTING AND 0 REINFORCEMENT PER CIVIL ENGINEER COMPACTED SUBGRADE PER SOILS © REPORT FINISH GRADE PER CIVIL 0 PLASTER WEEP; MATCH BUILDING'S WEEP TYPE AND HEIGHT OFF FINISH GRADE WALL WIDTH 8" WIDE EXCEPT AT FLOW f1 \ THROUGH PLANTER, REFER TO DETAIL ~ / COMPACTED SUBGRADE @ MULCH PER PLAN NOTES: 1. SEE GRADING PLAN FOR ALL T.O.W. AND FINISH SURFACE ELEVATIONS 2. SEE HARDSCAPE LEGEND FOR CONCRETE COLOR AND FINISH 3. FOOTING SIZE AND STEEL REINFORCEMENT PER SAN DIEGO REGIONAL STANDARD DRAWINGS 4. PROVIDE EXPANSION JOINTS WHERE INDICATED ON THE DRAWINGS, AND WHERE PAVING ABUTS WALLS, CURBS, STEPS RAMPS AND OTHER VERTICAL APPURTENANCES. SCALE: 1" = 1'-0" 4"x1 o"x36" PRECAST CONCRETE WALL CAP PER HARDSCAPE LEGEND CMU RETAINING WALL PER CIVIL ENGINEER DAMP PROOFING PER CIVIL FILTER FABRIC WRAPPED PERFORATED PIPE IN GRAVEL TRENCH, CONNECT TO STORM DRAIN PER CIVIL STUCCO PER HARDSCAPE LEGEND FINISH GRADE AT PLANTING AREA CONCRETE FOOTING AND REINFORCEMENT PER CIVIL COMPACTED SUBGRADE PER SOILS REPORT FINISH GRADE PER CIVIL PLASTER WEEP; MATCH BUILDING'S WEEP TYPE AND HEIGHT OFF FINISH GRADE PLASTER 'F' MOLD, MATCH BUILDING'S REVEAL SIZE SWALE, MIN. 6" BELOW T.0.W. ELEVATION 1-1/2" STEEL TUBE GUARDRAIL PER CIVIL PLAN; FINISH TO MATCH ARCHITECTURAL RAILINGS MULCH PER PLAN NOTES: 1. SEE GRADING PLAN FOR ALL FINISH GRADE AND SURFACE ELEVATIONS 2. SEE DIMENSION PLAN FOR TOP OF WALL ELEVATIONS 3. REFER TO CIVIL DRAWINGS FOR C.I.P. FOOTING AND REINFORCEMENT SCALE: 1" -1'-0" . I z :ii: • IX) - . ,. ...J 5 13 "' w o._ . SECTION 7 PER CIVIL • • NOTES: 1. SEE GRADING PLAN FOR ALL FINISH GRADE AND SURFACE ELEVATIONS 2. SEE DIMENSION PLAN FOR TOP OF WALL ELEVA TIDNS 3, REFER TD CIVIL DRAWINGS FOR C.I.P. FOOTING AND REINFORCEMENT SCALE: 1" = 1'-0" 2. WALL TYPE 6 -CMU FREESTANDING 3 15/16" TYP. H 1-------1 9 }---------,1--+~ 4 7 5 12 SECTION NOTES: • <D I ;.., 1. SEE CIVIL GRADING PLAN FOR ALL FINISH SURFACE ELEVATIONS, SEE WALL ELEVATION PLANS FOR T.O.W. ELEVATIONS 2. REFER TO CIVIL DRAWINGS FOR C.I.P. FOOTING AND REINFORCEMENT 3. SEE DETAIL 8/ STRUCTURAL SHEET 16 FOR SAFETY RAIL ATTACHMENT ~ ~ l H--Jf-...-Jt-+~fa--+-~~-~~ ...J 5 13 12 . INFILL PANEL ELEVATION CD CMU RETAINING WALL PER CIVIL 0 CURB AND GUTTER PER CIVIL 0 PARKING LOT SURFACE PER CIVIL 0 DAMP PROOFING PER CIVIL ® DRAINAGE SYSTEM PER CIVIL © VINE PER PLANTING PLAN 0 COMPACTED SUBGRADE © STEEL INFILL PANEL FENCE SYSTEM PER LEGEND 0 STEEL SUPPORT POST WELDED TO 8" X 8" X 1/4" THICK GALVANIZED STEEL PLATE W/ (4) 3/4" DIAMETER BY 6" WHS EMBED BASED ON 48" SPACING OF HANDRAIL. SEE DETAIL 8 STRUCTURAL SHEET 16 . @ VINE TIE PER SPECIFICATIONS @ AMENDED SOIL PER SPECIFICATIONS @ CONCRETE FOOTING AND REINFORCEMENT PER CIVIL 5. GUARDRAIL AT SOUTH PARKING LOT SCALE: 1" -1'-0" 0 0 4"x14"<36" PRECAST CONCRETE WALL CAP PER HARDSCAPE LEGEND . ,. z « ...J o._ ® 12" CMU BLOCK, GROUT FILLED CELLS 0 (2) #3 HORIZ "' w o._ >-' I ...J ...J i 0 #4 VERT @ 32" O.C. ® STUCCO PER HARDSCAPE LEGEND © FINISH SURF ACE, REFER TO HARDSCAPE PLAN LL 0 0 CONG FTG W/ (3) #4 CONTINUOUS o._ 12 © COMPACTED SUBGRADE PER SOILS REPORT . " 0 FINISH GRADE PER CIVIL @ PLASTER WEEP; MATCH BUILDING'S WEEP TYPE AND HEIGHT OFF FINISH z :ii: GRADE • IX) -@ PLASTER 'F' MOLD, MATCH BUILDING'S REVEAL SIZE NOTES: 1. SEE GRADING PLAN FOR ALL FINISH GRADE AND SURFACE ELEVATIONS 2. SEE LAYOUT AND TW PLAN FOR TOP OF WALL ELEVATIONS 1"-B" SECTION , SCALE: 1" -1' -0" REVISIONS: ~ ~ r./J Q ~ [=-- ~ ~ ~ -< ~~~ ~ ~ ~ z~ ~ 0 -< U ~ u~ z ~ 0~ ~ r.il ~ u ~o z <~ ' 0 , -, ~ P'.l r/) ~ -< u ' • ~ ' ·• ' 0 ' ' < " .!l' " • A I- w (fJ (!) z - ~ ~ 0::: 0 0 0::: 0 (.) w 0::: " ~ ~ ID 0 0 I ID ,.. " " I N ' " 0 0 ' " §, ' w • 0 ~ ' ~ " 2 ~ ~ ' 0 ~ ,.. 0 3. WALL TYPE 7 -CMU FREEST ANDING , < a • ' w ~ " 0 • ' ,.. ~ u ,.. 0 ID ~ 0 I " ~ " HARDSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ ~ " 0 L1-8 w " r 0 • < co: "' w --" co: Q) --0:,;; 0.. " i.:: <( u ., 0 a. ., ....I " c.:: "' :) .,, 0.. : V) -' 11 AS BUILT" ~- TITLE l'~//IIO;p/t1...- REVIE\./E~ BY: 11:!. I 4, ~k,ft: INSPECTOR < N ' " ~ i'l N • ' § ;;; 0 " " ID w -m " 0 " ~ DATE DATE ~ CITY OF CARLSBAD pim5l 1-----+---+-----------------+--+--t---t----l ~ PLANNING DEPARTMENT ~ :;L=A::::N:;:DS:;:C:;:A'....;P::::E;=:P=L=AN::::S::::::=F::::O::R=: ========::'....:::==::::::: DATE INITIAL DATE INITIAL DA TE IN!T1AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING HILTON CARLSBAD OCEANFRONT RESORT & SPA CWN BY:--~ CHKD BY: __ _ ?ROJFCT NO. DRAWING NO. RV\./D BY: SDP 05-14 468-3L EQ. TREADS, 12" MIN. QUANTITY AND WIDTH PER PLAN 12" MIN. B 13, l------+ 'k---+---t--+--r- 1 I I ' <O 3 I z < ..J o._ a:: w o._ ~ z < ::, 0 >i < 11 ::,; • <O ui a:: w VJ i:i: d w 12" TYP. 1. C.I.P. CONCRETE STEPS TYPES 1 AND 2 1 0 PAVING PER PLAN ® 2" x 14" x 30" PRECAST CONCRETE COPING, INTEGRAL COLOR WITH BULLNOSE EDGING @ NOT USED 0 BOND BEAM PER POOL DESIGNER ® ® POOL WATERLINE ® 1" CERAMIC TILE PER HARDSCAPE LEGEND 0 POOL SURFACE PER HARDSCAPE LEGEND ® COMPACTED FILL PER SOILS REPORT ® EXPANSION JOINT, TYP. NOTE: 1. DETAIL SHOWS DESIGN INTENT AND FINISHES ONLY. DESIGN OF POOLS AND WATER FEATURES INCLUDING C.I.P. CONCRETE, REINFORCING, WATERPROOFING, PUMPS, EQUIPMENT AND APPURTENANCES BY OTHERS. 2. STEP CONFIGURATION PER POOL DESIGNER AND OWNER 3. POOL CONTRACTOR AND THEIR STRUCTURAL ENGINEER SHOULD REVIEW ALL CONNECTIONS, ADJACENCIES, DIMENSION, ETC. AND NOTIFY LANDSCAPE ARCHITECT OF ANY DRAWING DETAILS THAT NEED TO BE MODIFIED 4. COPING TO HAVE EASED EDGES ON ALL EXPOSED EDGES 9 2 SLOPE AWAY FROM POOL MIN 2% • ,, • • • ' •• • ' •• • • 4 ' • ; 1 TREAD + 12" MIN. f-- I (!) G] I ::,; 0:: 0 u. 12 z ::, ' v ,,, ' v L__ -~___,. }, 10" TYP. L ~ ~ B ,,,..---.......... / " / 1" 2· \ ®---t-V--,crr:q=i1=[C;;.--=---=tt-1 16 \ \ --/ I I STAIR NOSE ENLARGEMENT 0 P.1.P. CONCRETE STAIRS REFER TO PLANS FOR COLOR AND FINISH ® 1 /2" R TOOLED EDGE 0 STAIR NOSE SEE ENLARGEMENT © BATTERED RISER/FACE ® #4 BAR CONT. AT NOSING, 3/4" CLEAR © #5 @ 12" 0.C. BOTH WAYS, 3" CLEAR 0 COMPACTED SUBGRADE PER PROJECT GEOTECHNICAL REPORT ® ADJACENT PAVING REFER TO SECTION/ ELEVATION A-A' HARDSCAPE PLAN 2 5 • ~· • • ' ' ' • "' w (5 1ii u.J C ..J 0 0 a.. "' w a.. • ' @ 0 ® ® 0 ® SEE L 1.16 FOR GUARDRAIL • 4 • ' • • ' • PAVING PER PLAN 1'-2" SLOPE AWAY FROM POOL MIN 2% • • ' ' • ' • 6 '" • • ' .• •• ' • 2" x 14" x 30" PRECAST CONCRETE COPING, INTEGRAL COLOR WITH BULLNOSE EDGING, BEYOND POOL WATERLINE 1" CERAMIC TILE PER HARDSCAPE LEGEND, BEYOND POOL SURFACE PER HARDSCAPE LEGEND CONCRETE HEADER AT BEACH POOL EDGE, STRUCTURAL REINFORCEMENT PER POOL DESIGN CONSULTANT COMPACTED FILL PER SOILS REPORT EXPANSION JOINT, TYP. 2 • • NOTE: 1. STAIR TYPE 1 HAS CHECK WALL AND HANDRAIL 2. STAIR TYPE 2 HAS NO CHECK WALL AND A BOTTOM RAILING IN ADDITION TO STANDARD HANDRAIL 0 1-1 /2" STEEL TUBE HANDRAIL, COLOR AND FINISH TO MATCH ARCHITECTURAL HANDRAILS @ DEEP POUR PAVING FOR POST FOOTINGS @ EMBEDDED POST MOUNT @ EXPANSION JOINT @ INTERMEDIATE POST TO BE CENTERED ON TREAD -TYPICAL @ CONCRETE CHEEK WALL BEYOND AT STAIR TYPE 1 ONLY, COLOR AND FINISH TD MATCH STAIRS; NO BOTTOM RAILING REQUIRED @) BOTTOM RAILING AT STAIR TYPE 2 ONLY, SIZE, COLOR AND FINISH TO MATCH; NO CHEEK WALL REQUIRED ® ABRASIVE NOSING (CONTRASTING COLOR)@ UPPER APPROACH AND ALL TREADS, TERMINATE 3" FROM END OF EACH TREAD. SCALE: 1" -1' -0" REFER TO PLAN 1 4 2 3 7 NOTE: 1. DETAIL SHOWS DESIGN INTENT AND FINISHES ONLY. DESIGN OF POOLS AND WATER FEATURES INCLUDING C.I.P. CONCRETE, REINFORCING, WATERPROOFING, PUMPS, EQUIPMENT AND APPURTENANCES BY OTHERS. 2. STEP CONFIGURATION PER POOL DESIGNER AND OWNER 3. POOL CONTRACTOR AND THEIR STRUCTURAL ENGINEER SHOULD REVIEW ALL CONNECTIONS, ADJACENCIES, DIMENSION, ETC. AND NOTIFY LANDSCAPE ARCHITECT OF ANY DRAWING DETAILS THAT NEED TO BE MODIFIED 4. COPING TO HAVE EASED EDGES ON ALL EXPOSED EDGES 3. CHILDREN$ POOL COPING SCALE: 1 1 /2 " -1'-0" 4. POOL TRANSITION AT BEACH EDGE SCALE: 1 1 /2 " -1'-0" 4 0 4" THICK CONCRETE SLAB, SLIP@ RESISTANT, WITH DEEP-POUR L 1.5 EDGE ® 2" x 14" x 3011 PRECAST CONCRETE COPING, INTEGRAL COLOR WITH BULLNOSE EDGING @ PLYABLE WATERROOF JOINT 0 BOND BEAM PER POOL DESIGNER ® POOL WATERLINE ® 1" CERAMIC TILE PER HARDSCAPE LEGEND 0 POOL SURFACE PER HARDSCAPE LEGEND ® COMPACTED FILL PER SOILS REPORT ® EXPANSION JOINT, TYP. NOTE: 1. DETAIL SHOWS DESIGN INTENT AND FINISHES ONLY. DESIGN OF POOLS AND WATER FEATURES INCLUDING C.I.P. CONCRETE, REINFORCING, WATERPROOFING, PUMPS, EQUIPMENT AND APPURTENANCES BY OTHERS. 2. STEP CONFIGURATION PER POOL DESIGNER AND OWNER 3. POOL CONTRACTOR AND THEIR STRUCWRAL ENGINEER SHOULD REVIEW ALL CONNECTIONS, ADJACENCIES, DIMENSION, ETC. AND NOTIFY LANDSCAPE ARCHITECT OF ANY DRAWING DETAILS THAT NEED TO BE MODIFIED 4. COPING TO HA VE EASED EDGES ON ALL EXPOSED EDGES 9 3 SLOPE AWAY FROM POOL MIN 2% • 2 .. 2 5 +-- ---0 ---------1'¾+----"--c------{4 • l ,, ~ PER POOL DESIGNER SCALE: 1 1 /2 " -1 '-0" 2. SWIMMING POOL / HOT TUB COPING 5 • 4 ' ,,, • ffi z (!) f3 C ..J ~ ffi o._ HARDSCAPE DETAILS L1-9 11 AS REVJE',/ED BY, REVISIONS: ~ 0-, VJ Cl ~ E---~ Q O-< ~VJ~ ~~o ~ E---µ.., ~ z ..., ~o~ U ~ u~ Zz~ 0 ~ p:) t3 ~ ~ HU <r: :I: 0 u z " • w 0 • < 0 • w a Q ' " a ~ a z < " " ' ~ w • 0 " u " " " • " • < °' "' w -u Cl! ., -- a.. u ~ <( u ., 0 ~ _, u °' "' :::) .., C a.. ., V) _, BUILT" • • ~ • 0 0 • • .. ' ., • ' " ~ ' C ~ ~ p. • " 0 ~ ' ' ' ' ~ " t ' C ~ • • " N APPROVED FOR PLANTING AND IRRIGATIOK ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11.::c1 4'· l::-1 i.ar INSPECTOR DATE I-w en (!) z ~ <( 0::: 0 0 0::: 0 (.) w 0::: ~ • 0 • I 0 • ,_ ~ " I N ~ -0 • ~ ~ N • -• I ! ~ 0 ~ ,_ • ,_ u ,_ • ; I ~ " ' " i5 N ,; C ~ • e ro 0 " 0 " p. fsHEul CITY OF CARLSBAD ~ 1----t--+----------------+---+---+--+---l ~ PLANNING DEPARTMENT ~ ~L;A;:ND~S:;:;C~A~P;:E ::::;P;:L;A;:NS~F;::0;:R:::::::::=:::::::.::=::::::==='-'====; HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED rt~( 4-, fit-1t -z..~,j; PLANNING DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN 8Y: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JTHER APPROVAL CITY APPROVAL RV',/D BY, SOP 05-14 468-3L 0 PLANT MATERIAL PER PLANTING PLAN 0 3" DEEP MULCH PER SPECIFICATIONS 0 IMPERMEABLE HDPE PLASTIC LINER 0 FILTER FABRIC CONCRETE FLUSH HEADER.REFER TO DETAIL@ ® © 9"WIDE CONCRETE PLANTER WALL, REFER TO DETAIL@ 0 WATERPROOFING AT BUILDING BY OTHERS © WRAPPED, PERFORATED OVERFLOW PIPE, CONNECT TO STORM DRAIN; REFER TO CIVIL ENGINEER DRAWINGS 0 ADJACENT PAVING PER HARDSCAPE PLAN @ 1 1/2"-3" OPEN-GRADED ANGULAR STONE, NO FINES BIOSWALE MIX: WELL DRAINING SANDY LOAM, @ COMPOST AND ROCK CHIP BLEND @ AMENDED SITE SOIL PER SPECIFICATIONS @ FINISH GRADE @ COMPACTED SUBGRADE PER GEOTECHNICAL REPORT @ BUILDING FACE BEYOND @ POOL ENCLOSURE TYPE 1, REFER TO DETAIL@ @ PAVING AT ROOM TERRACE PER ARCHITECT @ 6" WIDE PLANTER CURB AT BUILDING EDGE @ EDGE OF DEEP CURB BEYOND @ DAMP PROOFING AND FLASHING PER SPECIFICATIONS @ 1" DIA WEEP HOLES AT 36" O.C., TYPICAL FOR THE THREE EXPOSED SIDES OF PLANTIER WALL @ ROCK MULCH PER PLANS --@ @i------- NOTE: CONDITION AT MULCH EDGE NOT REQUIRED DUE TO DESIGN REVISION DEL TA 23. REFER TO L1-1A AND L1-2A FOR PLAN CHANGES ONDITION AT MULCH EDG 1. FLOW-THROUGH PLANTER SCALE: 1 /2" -1 '-0" NOT INSTALLED • z <O ... I ...J -;... o._ I °' 'w +"- ' <O .I • <O '-"' -- ELEVATION 3 1/ " 2·-0• 0 POURED IN PLACE CONCRETE SEAT WALL, 1/4" RADIUS AT ALL EXPOSED EDGES; COLOR AND FINISH PER HARDSCAPE LEGEND ® 0 5/4" x 4" IPE WDOD PLANKS 1 1 /2" X 1 /2" THICK STAINLESS STEEL BAR, PRE-DRILLED 0 1" S.S. SCREWS ATTACH BAR TO WOOD PLANKS 2-1/2" x 2-1/2" x 1/2" STEEL WASHER, WELD TO UNDERSIDE OF STEEL BAR © THREADED STEEL SLEEVIE TO RECEIVE S.S. BOLT, CAST IN P.I.P. WALL 0 5/B" x 3-1 /2" S.S. BOLT COUNTERSUNK IN TOP OF PLANK AND FASTENED IN SLEEVIE 25' 12'-7" I. ,·,: • 'ti!!\ I II u © #4 REBAR AT 12" O.C. 0 #4 REBAR CONTINUOUS @ P.I.P. CONCRETE PAVING PER HARDSCAPE PLAN @ EXPANSION JOINT, TYP. @ MULCH PER PLANTING PLANS @ FINISH GRADE IN PLANTING AREA @ AMENDED SITE SOIL PER SPECIFICATIONS @ COMPACTED SUBGRADE PER GEOTECHNICAL REPORT NOTES: 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO FABRICATION. 2. SEE LAYOUT PLANS FOR T.O.W. ELEVATIONS; CIVIL GRADING PLAN FOR ALL FINISH SURFACE ELEVATIONS. 3. SEE HARDSCAPE LEGEND FOR CONCRETE COLOR AND FINISH. NOT INSTALLED 15 10 I ,: ., I .. A I ..:; 3. WALL TYPE 3 -SEA TW ALL AT RESTAURANT 1 "TYP. f: ~ -;-Fe- '-. --'6-- ") PLAN 5/8" 1'-8" SECTION • "' I <O 3 1/2" 15/16" ', ' ; \ ;(---L+-4----~ ' I ' ' ' ' ' ' / / / / / r-: J/ i -jo--------1 • -------0) ------0 8 12 0 4" x 4" IPE WOOD POST SLOPE TOP 1% TO DRAIN ® 1• x 6" IPE WOOD SLAT 0 1" x 3" IPE WOOD SLAT 0 2" S.S. FLATHEAD SCREW COUNTER SUNK IN 3/8" DEEP PLUG WELL © 1/4" x 1/2" ¢ IPE WOOD PLUG © 5"W x 1/2" THICK STEEL PLATE, WELD TO 5" X 5" X 1/2" STEEL BASEPLATE, EMBED IN CONCRETE FOOTING ( \ N 3 1/2" 0 P.I.P. CONCRETE FOOTING © FINISHED GRADE IN PLANTING AREA 0 AMENDED SITE SOIL PER SPECS @ COMPACTED SUBGRADE @ ADJACENT CONCRETE PAVING PER PLAN @ MULCH PER PLAN @ SAWCUT POST TO ACCEPT STEEL PLATE @ (2) 5" STAINLESS STEEL BOLTS NOTE: 1. CO ACTOR SHALL SUBMIT SH DRAWINGS TO INCLUDE OTING AND REINFORCEMENT PRIOR TO FABRICATION REVISIONS: 2 u 0 <: '" 2 • • ~ ~ 0 0 • • 0 • rl I • rl a ' rl 1- IJJ Cl) (9 z $ <( er:: 0 0 er:: 0 u UJ er:: rl ~ ~ 0 I ' " N a,' 2. SCREEN FENCE AT RESTAURANT SCALE: 1 /2" -1 '-0" ~ ~ §. ~ 0 N • m -~ ~ • ~ A e -+-----<2 3 1/2" SCALE: 1" -1'-0" HARDSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-10 ~I ~ : " u '" " r u " • --0 :;; a.. 0 a.. " V) ...J "AS BUILT 11 Tl~ef;# fNSPECT □R ' • A • 0 0 ~ A ~ • • 0 ,, ~ 3 0 ~ ' 0 ' ~ u ' m • ~ ; I " • " N • " a N 0 a,' ' §. m • 0 0 ~ ~ DATE 1----+--+-------------+-------t----t-----t--, ~ CITXAN8~ D~P1~1~1BAD ~ ~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cll'I' APPROVAL LANDSCAPE PLANS FOR: HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED W-v\( lf, l:.cU--t=>'!r PL/INNING z..~ \"") DATE DWN BY: PROJ~CT NO. DRAWING ~0. CHKD BY: SDP 05-14 RVl,/D BY, 468-3L -"'-.. i I I I I '-...___/ G) GLASS MOSAIC TILE, 7 /B" SQ, )( 1 /B"THICK. @ THIN-SET BASE AND GROUT JOINTS @ CONCRETE WALL 111TH APPLIED WATERPROOFING Ci) SILICONE AT TILE EDGE @ ADJACENT CONCRETE WALL WITH 1-1 /2" RECESS, EASED CORNERS 0 6" x 6" RECESSED TROUGH AT SOURCE OF WATER; WATER 0 WALL TYPE 1 PER DETAIL @ 0 P.I.P. CONCRETE BASIN WITH APPLIED WATERPROOFING, SPONGE FLOAT FINISH, COLOR TO MATCH CONCRETE; DEPTH TBD BY POOL CONSULTANT (ASSUME 11" MAX.) 0 WATER LEVEL, APPROX. CENTER LINE OF SKIMMER ® FINISH GRADE IN PLANTING AREA ® CONCRETE WALKWAY PER HARDSCAPE PLAN 0 12" WIDE P.I.P. CONCRETE POOL EDGE, COLOR AND FINISH TO MATCH SITE CURBS, REFER TO HARDSCAPE LEGEND SCHEMA TIC CIRCULATION, WATER RETURN AMENDED SITE SOIL PER SPECS COMPACTED SUBGRADE PER SOILS REPORT PLANTING AREA EXPANSION JOINT, TYP. 1/4" RADIUS, TYP MULCH PER PLAN STAIRS PER PLAN AND DETAIL @ eu.,nc, w,~ ec, '"'' ,,, o~ RAISED CURB AT PLANTING AREA L1~6 BATTER ANGLE OF TILE FACE VARIES WITH CURVE OF WALL REVISIONS: DETAIL OF RECESS AT TILE WALL GLASS MOSAIC TILE ON MORTAR BED; OFFSET GRID GRADIENT PATTERN; SEE HARDSCAPE LEGEND @ SKIMMER DRAIN (BEYOND) PER WATER FEATURE CONSULTANT I I I I I I @ I 1-8 ' L1-11 2 A. PLAN --@ SCALE: 1/16" = 1-'-o" 12 2 \ ' ' ---· RETURtil--'"";~--J 17 BOT10M OF MOSAIC ··· WAlifFAc~-----_,__ ________ ----- NOTE: SEE LSK-1 REVISED 04.25.12 FOR ADDITIONAL LAYOUT DIMENSIONS 2 ---_:: -1=--= --11:=':IT B. SECTION tt01t: TII£ SHO'lfl OOTTOII CE POOL. DIA~.W ..... 11C.W. Y SCALE: 1 /16" = 1-' -0" 1. WATER FEATURE AT POOL COURTYARD 10 1 12'-4" 9" TYP. ¥-----'1=0•~_-=4~" -+-_.,., ,-·SUPPLY--;?'-· ------, 'a, I ' Al . ~ L....,...-~~--_ __j-j-, 2 • Cl I Cl ~ in ! > 3 PA ':' 4.,.~!;!.,-l'l--c=-+--4> ' L --<.2-RETURN -- a, A. PLAN SCALE: 1/8" = 1-'-0" TW +68.0 TW +67.75 TW +64.0 FS +62.0 B. ELEVATION ,+----+-I 7 VAULT AND GRATE UNDER CH) 2 0 WALL TYPE 5, P.1.P. CONCRETE WALL, WITH INTEGRAL COLOR AND FINISH PER HARDSCAPE LEGEND, FOOTING AND REINFORCEMENT PER CIVIL ENGINEER 0 P.I.P. CONCRETE BASIN, APPLIED WATERPROOING W/ SMOOTH PLASTER FINISH (UNLESS TILE FINISH IS INDICATED); FOOTING AND REINFORCEMENT PER FOUNTAIN CONSULTANT 0 STAINLESS STEEL SPILLWAY, SIZE AND DETAILS PER FOUNTAIN CONSULTANT G) GLASS MOSAIC TILE ON MORTAR BED PER HARDSCAPE LEGEND; ON SPILL WALLS AND BOTTOM AND SIDES DF RILL ® WATER LEVEL © ROCK MULCH/ PLANTING AREA PER PLAN .f'-0" 6" ------- 8 C. SECTION i • • SCALE: 1 /2" = 1'-0" • • • • 4•: ' ' . ·' ,, • •• • • • • • 12 0 WATER CIRCULATION SYSTEM PER WATER FEATURE CONSULTANT © FINISH GRADE PER CIVIL 0 ADJACENT PAVING PER PLAN @ 6" X 6" RECESSED TROUGH AT SOURCE OF WATER WITH STAINLESS STEEL DEFLECTOR PLATE. @ FOUNTAIN RESERVOIR WITH REMOVABLE GRATE SET 4" BELOW FINISH SURFACE. SIZE AND DETAILS PER FOUNTAIN CONSULTANT @ COMPACTED SUBGRADE PER SOILS REPORT ~ 2" THICK PRE-CAST CONCRETE le::;) CAP; LIGHT SAND FINISH; COLOR TO MATCH WALL QV BATTERED TILE FACE TROUGH AND VERTICAL FACES OF SPILL WALL @ LIGHTING (BEYOND) PER WATER FEATURE CONSULTANT @ +/-3" WIDE RECESSED "GUTTER" TO RETAIN WATER CASCADE 0 SCHEMATIC CIRCULATION, WATER SOURCE 5" 6" 5" 2 ~ r----------------:;::;:::====1F:~r=t=ii~ NOTE: ~ ll.. I=' Ct'. f2 6 z :s ll.. w • 15 7 bl 'k-'<--''-----~---1 C. SECTION SCALE: 1/2" = 1'-0" 21 12 i---@ 1. WATER FOUNTAIN SYSTEM DESIGN: SHOWN FOR FINISHES, WATER EFFECT, AND ADJACENT RELATIONSHIPS. SYSTEM REQUIREMENTS SUCH AS WATER CIRCULATION, PLUMBING, ELECTRICAL, MECHANICAL, STRUCTURAL AND WATERPROOFING OF FOUNTAIN TO BE DEVELOPED THROUGH THE DESIGN BUILD PROCESS. 2. WATER FEATURE EQUIPMENT ENCLOSURE LOCATION SHOWN DIAGRAMATICALL Y, REFER TO PLAN 3. SEE CIVIL GRADING PLAN FOR ALL FINISH GRADE AND SURFACE ELEVATIONS, SEE DIMENSION PLAN FOR TOP OF WALL ELEVATION 4. REFER TO CIVIL DRAIIINGS FOR C.I.P. FOOTING AND REINFORCEMENT ~. POOL CONSULTANT TO VERIFY ALL DEPTH AND LENGTIH OF BASINS TO ENSURE PROPER HYDRAULIC PERFORMANCE. 6, REFER TD PLAN SHEET L1 -1 C FDR DIAGRAMMATIC LOCATION FOR WATER FEATURE EQUIPMENT. REQUIREMENTS FDR EQUIPMENT, SIZE AND TYPE OF ENCLOSURE TBD BY WATER FEATURE CONSULTANT. REVIEW ENCLOSURE AND LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO COMPLETION OF WATER FEATURE CONSTRUCTION DOCUMENTS. 6" 1"-8 .. ··r. 14 ' • lO 6 • •• • .-\ • 11 4 @ BOTTOM AND SIDES OF RILL AND BASIN 6 NOTE: 1. WATER FOUNTAIN SYSTEM DESIGN: SHOWN FOR FINISHES, WATER EFFECT, AND ADJACENT RELATIONSHIPS. SYSTEM REQUIREMENTS SUCH AS WATER CIRCULATION, PLUMBING, ELECTRICAL, MECHANICAL, STRUCTURAL AND WATERPROOFING OF FOUNTAIN TO BE DEVELOPED THROUGH THE DESIGN BUILD PROCESS. 2. REFER TO PLAN SHEET L1-1A FOR DIAGRAMMATIC LOCATION FOR WATER FEATURE EQUIPMENT. REQUIREMENTS FOR EQUIPMENT, SIZE AND TYPE OF ENCLOSURE TBD BY WATER FEATURE CONSULTANT. REVIEW ENCLOSURE AND LOCATION WITH LANDSCAPE ARCHITECT PRIOR TO COMPLETION OF WATER FEATURE CONSTRUCTION DOCUMENTS. DOMESTIC WATER SUPPLY HARDSCAPE DETAILS SCALE: AS NOTED Ren/:,07, ~Dote F' CA \.I L1-11 C) _, z u • w 0 • < 0 • w " z Q ... u z ~ z z < • ... w ~ • 0 " u w " " u " < ~ U) w -" ~ " 0 = Cl.. " ~ :,,:: <C u ., 0 :: ....I " ~ U) ~ ,::, C Cl.. "' 1/) ...J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUIL T11 REVIE\./ED BY, j"t:,f ( (r, tsil.Jt INSPECTOR • • 0 ' • ~ rl a u ' rl 0 0 • g rl ~ " ' 0 ~ § ' • " e ' ~ 0 A ~ 0 ., ~ A u 0 ~ ~ • 0 ra ., " u p, i, ' • ~ 0 ~ ~ DATE 1-w Cf.) (9 z $ <( 0:::: 0 0 0:::: 0 (.) w 0:::: rl ~ • 0 I ~ M N ~ ~ rl e • i:: ~ ~ ~ "' i M M N ;;; rl e ! 0 " ~ l-----+---+-----------.+----1----1----l-------l I SH2E1ET I CITY OF CARLS BAD ~4 PLANNING DEPARTMENT ~ ~L=A;N~DS~C~A'...;P;E~P~L=AN;S;:::;F;O:::;R=: =========='--===~ • HILTON CARLSBAD DOMESTIC OCEANFRONT RESORT & SPA SCALE: 1/8" = 1-'-0" (VAULT AND GRATE UNDER ROCK MULCH) c___~,,;-'-=------=--~------=---=---=--:..::_'" SUPPLY -WATER --------------SUPPLY ' ' APPROVED 1-"-= ~-RETURN"====;~;.-=,===,-,=,=====-========-------- PLANNING 2. WALL TYPE 5 @ ENTRY WATER FEATURE SCALE: 1 /2" 1'-o" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DATE .~ITIAL CITY AP:lROVAL OWN BY: CHKD BY: __ _ RVVD BY• PROJECT NO. SDP 05-14 DRI\WING NO. 468-3L SEE L1.17 1. FIRE PIT AT COURTYARD GLOSTER KINGSTON BENCH -4.5' WIDTH -52.4" DEPTH -24.4" HEIGHT -35.4" SEAT HEIGHT -17.3" SEAT DEPTH -18.1" ARM HEIGHT -25.6" WEIGHT -46.3LB www.glosterpro.com GLOSTER KINGSTON BENCH -5.5' WIDTH -65.4" DEPTH -24.4" HEIGHT -35.4" SEAT HEIGHT -17.3" SEAT DEPTH -18.1" ARM HEIGHT -25.6" WEIGHT -55.1LB www.glosterpro.com SEE HARDSCAPE LEGEND 4. GARDEN BENCH SCALE: 1" -1' -0" NTS BIKEPARKING.COM" 1.u:1 un.iOt 1,uu.nuw ~u::~U.lll.lllU r.h.:rc.r...""w:. 10nrd.o,11!~1)E.D. ,,.-,=;,,-C~ !OO'l [ WQUe• Circular Rad!:] ln!J(DLlnd - ~---1, ----.; -' /':;:::--=:::_:-:___,,,~ , / /',..,... ~ ... , '·,,. ,. // ', \ \• (( \\ \ ' I ) I , \\~"- I/ j , /, / !t'.1Jn:I~ // I 10' .. j_. • --" - lt(k!-ronh'1c11 o!lls".tl -"I... cw, --,-------I------ ... ~--... ="""I• a.,b'Wlll !L!llr.tl!1lii -,- J>nur..,,u. ......... -,,-..... , __ 2. BICYCLE RACK SMOOTH FINISH CONCRETE 5. BENCH OFF-SITE l2' '1' .. ,,,.""'.,.....,., ,,.,.. .... .,, "'""'"-& WELLE RACKS CIRCULAR www.bikeporking.com NTS MEDIUM SANDBLAST FINISH CONCRETE CD 0 G) 0 6 1 D' WIDE X 2-1 /B" THICK CEDAR WOOD GATE, STAINED, COLOR TBD. 1-1/4" DOMED IRON CLAVOS 2" X 4" CEDAR WOOD JAM, STAINED TO MATCH GATE DECORATIVE WROUGHT IRON GATE HANDLE ., , -_J ~ 0 () 0 c, 0 0)- ,-0 0 0 0 ., 0 0 0 --0 I,_. ' ' I CJ 0 .-(_") u u 7 SECTION 0 [: c· ' -., 3. GARDEN GA TE QUICKCRETE CALIFORNIA SERIES BENCH, COLOR TBD. WITH CUSTOM SANDBLAST PATTERN, "KELP" MOTIF, FINAL DESIGN TBD. SEE HARDSCAPE LEGEND 0 0 (; C) DA TE INlllAL NTS ENGINEER OF WORK 0 0 0 0 REVISIONS: DEADBOLT LOCK, BLACK NOTES: WALL TYPE 6, CMU WALL WITH STUCCO FINISH W AND CAP PER HARDSCAPE PLAN AND DETAIL ~ 1. SEE CIVIL GRADING PLAN FOR ALL FINISH GRADE AND SURFACE ELEVATIONS GALVANIZED 1 /2" STEEL CANE BOLT AND FASTENERS, 18" LONG, BLACK POWDER COAT. 2. SEE DIMENSION PLAN FOR TOP OF WALL ELEVATIONS ~-., ·-~ C C 1D' 5 5 1/2" I - r u 0 ' 0 I C:) 0 0 n 0 II II II cjj:, II II II 9f' II 0 II 0 II II II 7 4 2 1 4• 5" TYP. ~ ., , ' 0 ) () 0 ,. c, 0 ,. C, ' -'-· ,., c, 0 0 0 Cl CJ 0 ., --. ' .. , - ,-. 0 (, 0 r, () C) -C u ·~ '-' ,-:.; ::1 0 0 ,. 0 . , (; c, HARDSCAPE DETAILS J , 5 1/2" , ~ , ' -----,( I ',, ' ~ ,, --~ • N ' -"' • N ' -0 -I - -'is ~ -. "' ,. • "' I "N • ~ • -' "' ------ I ' • N SCALE: 1" -1' -0" L1-12 < r,:l... VJ Q ~ ~ ~ ~-< ~~~ ~ ~ ~ z- <O~ u 0::: ~ z~~ 0 ~ 04 t3 ~ ~ ~ u -< Ou • w 0 <: '" a 2 ~~ ~! ~: Q... C, Q... a, V) --' • • ~ • 1l 0 • ~ ' ~ • • Q ~ 0 ~ " p, • • 0 ~ "(\S DUIL T'' • ' ' • " ~ a 6 ~ ~ ~ ~ N APPROVED FOR PLAKTIKG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ T~d~ DATE REVJE',/ED BY, I 1.t,t \ l:r, fl. I-&> tr w 0 w " I " 0 " N m • E 0 ~ LI ; ~ ' iS ~ 00 INSPECTOR DATE I- w (./) (9 z $ <( 0::: 0 0 0::: 0 (.) w er:: " • ~ 0 I ~ ~ N ii' " !:!. I ~ ~ ~ ~ w I ~ ~ N 'i, " !:!. • ' 0 " p, fsHrnl CITY OF CARLSBAD ~ ---+----t----1 ~ PLANNING DEPARTMENT ~ ·-----·+-----I----+---+----< :;:~~~:::;::::~~~:=;::========-==~ ---+-----,t-----+----1 LANDSCAPE PLANS FOR: DATE INITIAL DATE INITIAL APPROVED PLANNJN'.i HILTON CARLSBAD OCEANFRONT RESORT & SPA OWN BY: __ _ PROJECT NO. DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: __ _ RV',/D BY, SOP 05-14 468-3L QUICKCRETE CALIFORNIA SERIES TRASH AND RECYCLING RECEPTACLES, COLOR TED. Willi CUSTOM SANDBLAST PATTERN, "KELP" MOTIF, FINAL DESIGN TED. ----MEDIUM SANDBLAST FINISH CONCRETE ----SMOOTH FINISH CONCRETE NOTE: SEE HARDSCAPE LEGEND FOR MANUFACTURER AND MODEL NUMBER 1. TRASH AND RECYCLING OFF-SITE NTS 3. KELP MOTIF CONCRETE :;,.~-~-,, ~--· . -~ -~~ . ~ . ,....___ __ ,__ STANDARD SIDEWALK CONCRETE PER PLAN CUSTOM PATTERN SANDBLAST CONCRETE AT PEDESTRIAN WALK PER PLAN; INTEGRAL COLOR TBD. FINISH VARIES PER "KELP" MOTIF, FINAL DESIGN TBD. NOTE: VIEW IS FROM PEDESTRIAN WALK NORTH OR HOTEL SITE ----STANDARD SIDEWALK CONCRETE PER PLAN ----SMOOTH FINISH CONCRETE ____ MEDIUM SANDBLAST FINISH CONCRETE NTS NORTI-, CD ® 0 © 0 © 0 © 0 0 PA PA ,_j->,: ;-:.--p-, 7 NOTE: MATCH TEXT CENTER LINE PER DETAIL ON AXIS AS SHOWN @ B4" WEST OF NORTH PLAN SCALE 1 /B" = 1'-0" . )-. - ),,__. ' --"'~':-=:·-: ,..;··~)·<..) , r ~~ ,, __ ,' :=~~-: rb--~-, J,->-·( _;-I :,~_ "t.1 '-~: 'c',N._K/~ '· -{, )--<,_~ . '.'') ',-1 . ''7""-;"eQ{ ' CUSTOM CONCRETE TAPERED CYLINDER ~TH INTEGRAL COLOR AND SANDBLASTED "KELP" MOTIF; PAINTED METAL LETTERING PALATINO FONT, PIN MOUNTED TO CONCRETE MEDIUM SAND FINISH MEDIUM SANDBLAST FINSH SMOOTI-, TROWEL FINISH CONCRETE FOOTING ENHANCED CONCRETE PAVING AND FINISH AT CORNER PER HARDSCAPE PLAN AND DETAIL 6"-B" BEACH COBBLE, TYPE TBD. FEATURE PLANTING AT MARKER PER PLANTING PLAN COMPACTED SUBGRADE CENTERING AXIS FOR MONUMENT TEXT ALIGNMENT NOTE: ALL PROJECT SIGNAGE SHALL REQUIRE SEPARATE PERMIT UNDER CITY OF CARLSBAD SIGNAGE REVIEW PROCESS FRONT ELEVATION SCALE 1 /2" = 1'-0" 2. DISTRICT MONUMENT SIGN 5 5 4. ROCK LINED SWALE ---I I 0 } I-I "' w I ,,., ' N ',,,~ ' '-. \ -' ,_,_ \ SECTION 5. ROCK & BOULDER PLACEMENT 31-411 3 2 1 2 3 0 I "' . "' I "' NOTES: TAPERED CYLINDER ~TH "KELP" MOTIF WRAP. MATERIAL FINISH TO BE COMPLETED AROUND COLUMN Will, NO VISIBLE SEAM. TEXT TO BE ALIGNED Willi AXIS AS SHO~ IN DETAIL PLAN VIEW. FRUSTUM SCALE 1/2" = 1'-o• REVISIONS: ~ ~ ifJ. a ...,_ ~ I "', ~ I- aO~ UJ Cl) ~ ifJ. _, 1" DOMED TOP o:i ~ ~ C) z 5% SLOPE FIROM 1~ 31-411 l' ~ ~ &: CENTER CD ® NTS CD ® 0 3" ANGLE BATTERED FACE ON MARKER ADJACENT PLANTING AREA AMENDED SITE SOIL PER SPECIFICATIONS ROCK MULCH, MIN. 4" DEEP, REFER TO HARDSCAPE PLAN AND LEGEND NOTE: TI-,E FOLLOWING MATERIALS ARE REQUIRED ONLY AT CIVIL ENGINEER "BIOSWALES." REFIER TO CIVIL PLAN FOR SPECIFIC LOCATIONS. PERVIOUS BIOSWALE MIX PER CIVIL PLAN AND SPECIFICATIONS; DEPTI-, AND WIDTI-, PER CIVIL ENGINEER GEDTEXTILE FABRIC PER CIVIL ENGINEER CRUSHED AGGREGATE, SIZE AND DEPTH PER CIVIL ENGINEER COBBLE, SIZE AND DEPlli PER CIVIL ENGINEER PERFORATED PIPE LOCATION AND DETAIL PER CIVIL ENGINEERS PLANS HOPE OR PVC GEOMEMBRANE PER CIVIL ENGINEER COMPACTED SUBGRADE PER CIVIL ENGINEER 5 SCALE: VARIES 1/2" -1'-0" Z:J ~o~ U ~ u~ z~~ o~~ ~ ~ ~ -u~ :r.: 0 u z u • • 0 • < 0 • • e z ~ ' u z ~ , z ' -" ' ~ • 0 ,- 0 • " , u " ' ei:: .. w - -u ei:: ., 0 .c ll.. u )II! < u ., 0 : -' " ei:: "' ::::, 'D C ' ' ~ ' ·, 0 ' ~ " -~ ' ' Cl ~ 0 ~ ~ ~ ' ' 0 ~ ~ ~ 0:: 0 0 0:: 0 0 UJ 0:: ~ ~ 0 w I 0 ~ w ~ ~ I " ' ~ ,; 0 ; ~ ~ ] N w m -' ~ ~ s ~ ~ ' ' 0 ; 3 ~ 0 ' ~ ~ u ~ ~ © ~ ; I ro ~ ro N • ro ~ N ' ,; ~ ' © ~ -• " 0 ~ ~ 2' -4' BOULDER, LOCATION, TYPE AND SIZE PER PLAN; PLACE SD THAT 1/3 OF TOTAL BOULDER HEIGHT IS BELOW GRADE HARDSCAPE DETAILS L1-13 ll.. .. V) --' 6" -12" COBBLE, LOCATION, TYPE AND SIZE PER PLAN; PLACE SD THAT 1/3 OF ROCK IS BELOW GRADE 1 "-3" CRUSHED ROCK PLACED AT GRADE; USE AS INFILL TO LOCK LARGER ROCKS INTO PLACE MULCH IN PLANTING AREA PER PLAN FINISH GRADE IN PLANTING AREA COMPACTED SUBGRADE PER CIVIL ENGINEER APPROVED FOR PLANTING AND IRRIGATION ONLY, INCL'CDIKG PRECISE LOCATION OF PLANTING AREAS. REVIE\./Er BY, 1-i~ L(. li;.j\...,ft INSPECTOR o 1--e~ I. r '5 D.~TE DATE fsHml CITY OF CARLSBAD ~ 1----+------l------------------+---+---+---1-----1 ~ PLANNING DEPARTMENT l_____±±_j 1---+---+-----------------+---+---t---t----t ;;L=A=:N::::D::::SC::::A'...;P=:E~P::::LA==:N::::S=F::::0=:R=: =========--'=====: DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION PLANNING HILTON CARLSBAD OCEANFRONT RESORT & SPA OWN BY: __ _ P~OJECT NO. DATE INlllAL DATE INITIAL CHKD BY: --- OTHER APPROVAL CITY APPROVAL RV\./D BY, SDP 05-14 D~AW NG NO. 468-3L 0 3" SQ. POST AT GATE © 2-1/2" SQ. POST WITH FLAT CAP 0 1-3/4" TOP RAIL 0 1• SQ. PICKET ® 2" SQ. GA TE END 1/2" • <!) ' "' 4'-1 1/2" 6 5 © SOLID PLATE WITH LASER-CUT SIDEWALK SEAWEED PATTERN 0 BRACKETS © PERFORATED METAL SECURITY PANEL AT GATE ® SELF-CLOSING HINGE @ FINISH SURFACE 2 3/6" 3 r NOTE: 1. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION 2. CODE-COMPLIANT HARDWARE PER ARCH. HARDWARE SCHEDULE 3. 5' MIN. FENCE HEIGHT MEASURED FROM GRADE OUTSIDE OF FENCE 8' ± ½" 0 '.-Ra==;;:::::;;::::::;;===:;;:::;;:::;;:::::;;::::::;;===::;;:::;;:::;;:EI~~~-; 3 0 4 --lf-l+-jll-{ 4 I - ' io ~ -IX) I "' N ' I I I I I I I '" : : • NOT INSTALLED I I ,.., Al I I I I I I I I I I I 'I.----•LJ SECTION AT GATE I ' I I I ,1 I . LJ 1. POOL ENCLOSURE TYPE 1 B • • • • <t. I ' 10 0 -t- ' • I " • ' • • I • • • ' .., • • • • • • ~ • • • • • • • • '\, • • • 4 • • • • • ' 'A • • • • • • <l • • • 2'-11" FOR 35' TALL POLE; 2' -6" FOR 25' TALL POLE 4. FLAGPOLE FOOTING I I I I I I ,. I I I < I I I I '..-,u - SECTION AT TYPICAL FENCE PANEL I I I I I r I I : I I I •1 I I I I I, I I I I I I I I LJ, ~ SCALE: 1 /2 " -1' -0" 0 © 0 0 © © 0 0 G) @ FIBERGLASS FLAGPOLE PER PLANS; SET PERFECTLY VERTICAL PER MFR'S DIRECTIONS CAULK AND SEAL TOP OF SLEEVE FLASH COLLAR PER MANUFACTURER PVC SLEEVE SET PERFECTLY VERTICAL; FILL IN GAP BETWEEN POLE AND SLEEVE WITI-l SAND PER MANUFACTURER'S DIRECTIONS CONCRETE FOOTING PER MANUFACTURER COMPACTED SUBGRADE GRAVEL PER MANUFACTURER FINISH GRADE AMENDED SITE SOIL PER SPECIFICATIONS CENTERLINE OF FLAGPOLE, FOUNDATION w ':l 50 fl. (l_ _J ::l _J < ;:: 1- io i.n l'l N ll:'. ll:'. oO I.. I.. ' . "' <!) I I nN • <!) SLEEVE, AND SCALE: 1 "=1 '-0" PER MANUF. 2 ,____,_, 4 0---:._ • 1 O" 'oo I .... .... 0 © 0 0 © © 0 SQUARE ALUMINUM POST WITI-l POST CAP AND SURFACE MOUNT PLATE. EXACT SIZE AND MODEL PER MANUFACTURER'S SPECIFICATIONS, 5' O.C. MAX. SPACING, REFER TO L1.1 FOR MANUFACTURER 3/B" TO 1 /2" THK. CLEAR TEMPERED GLASS PER MANUFACTURER'S SPECIFICATIONS (INSTALLER TO VERIFY REQUIRED THICKNESS FOR WINDLOADS) 10"W X 6"H C.I.P. CONTINUOUS CONCRETE CURB, DEPTI-l AND REINFORCING PER STRUCTURAL ENGINEER, DEEPEN AT POST LOCATIONS IF REQUIRED. INTEGRAL COLOR: SOLOMON GINGER: SAND FINISH GALVANIZED, POWDER-COATED STEEL STANCHION AND MOUNTING PLATE MOUNTING PLATE, ANCHORED TO CURB PER MANUFACTURER'S SPECIFICATIONS FINISH GRADE IN PLANTING AREA AMENDED SOIL PER SPECS. COMPACTED SUBGRADE NOTE: 1. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION 2. METAL COLOR AND FINISH TO BE MANUF. STANDARD COLOR MATTE BRONZE 3. PROVIDE SHIM SPACERS TO PROVIDE 4" GAP BETWEEN GLASS AND CURB 4. ENSURE 5' MIN. FENCE HEIGHT MEASURED FROM GRADE OUTSIDE OF FENCE 5. PROVIDE STRUCTURAL CALCULATIONS TO VERIFY WINDLOAD REQUIREMENTS PLAN VIEW NORTHERN FENCE END CONDITION ' r-' I +---------<6 ' tlJ -------14 ' I " ' I ' ' ' ' _j " ' ' I <l • I . ,, ' ' " 2 1/2" ' 1-+------1 ' qJ+-----------------< ' I "· e------{ s ' I -+-''----~-',------{ 2 ' ' 'I.---I :,,-----1,_ rr',=J=='a, ' ' ~ N PLAN VIEW SOUTHERN FENCE END CONDITION 1,1----------,@ i 0 GLASS POOL ENCLOSURE PER @ PLAN AND DETAIL 0 METAL PICKET ENCLOSURE PER @ PLANS AND DETAIL 0 2 1 /2" SQ POST 0 1' SQ PICKET ® CONCRETE FOOTING BELOW PER STRUCTURAL © CENTERLINE OF FENCE, POST, AND FOOTING REVISIONS: <t: ~ r/J ~ ~ ~ ~~~ ~~~ ~~g <t: 5 ~ U ~ u~ z µ., Q o~~ ~~~ ~u~ ::r:: 0 u z " 0 • • I- w (.f) (!) z ~ <( 0::: □ □ 0::: 0 0 w 0::: ~ ~ ~ ~ 0 0 I ~ ~ 2. POOL ENCLOSURE TYPE 2 SCALE: 1" -1' -0" 3. GLASS WALL AT MET AL PICKET FENCE < • 3" 1'-0" w -• z ~ ~ M • I N s • 8 ai 0 , " ro ~ 5. 7"-6" 5 • I 0 © I ~-+-I _ _,@ -------------------~ NOT USED HOTEL ENTRY SIGN 0 STAINLESS STEEL FOOT SHOWER PER 6 PLANS © STEEL SUPPORT EMBEDDED IN CONCRETE 0 VALVE BOX WITI-l VALVE AND PLUGGED 1o TEE FOR DRAIN DOWN I 0 SUPPLY LINE "' © ACCESS PLATE © REMOVABLE CAP 0 CONCRETE SIDEWALK PER PLANS 0 COMPACTED SUBGRADE 'b - 6. OUTDOOR RINSE ST A TION SCALE: 1 "=1'-0" 12" THICK C.I.P. CONCRETE SLAB WITH SMOOTI-l FINISH NATURAL FINISH ME GN OPTION -MOUNTED) PLANTINGS PER PLAN, 24" MAX HEIGHT NOTE: 1. ALL PROJECT SIGNAGE SHALL REQUIRE SEPARATE PERMIT UNDER CITY OF CARLSBAD SIGNAGE REVIEW PROCESS 2. REFER TO "HILTON FAMILY OF SIGNS" DOCUMENT, DATE 05.31.2006 (PAGE 21 OF 24) FOR SPECIFICATIONS AND DIMENSIONS OF LETTERING SCALE: 1 /2"=1 '-0" HARDSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . L1-14 Q - ' " z ~ z z < " • ' w ~ " a a u w ,. ' 0 • < 0ri: "' w --u c.: ., 0 .c a.. u )..: < u ., 0 a. .. ....I u 0ri: ., :) .,, C a.. .. V) -' 11 AS BUil T11 • " " .!'/ " • " ., " 0 ~ .d " • • 0 ~ " • rn e ~ • .: .d a ~ " ~ 0 ~ ~ 0 ~ ~ 0 ~ ~ ~ 6 I M ., M N • M iS N ~ ai ~ e ~ ~ 0 .d ~ ~ ,::,-,,..fa~/'13 TITLE (~ ff\lC,ff"A-1-. DATE REV!Ev/ED BY, l«t~ l er, 1:--11..,,-)t INSPECT[R DATE l-----+---l-------------l---+----+--+-~ I sH2'-4° · I CITY OF CARLS BAD ~4 ;::===::'.':::==::PL:::A::N::N::::I::NG::::::D::'E':::P=A::R=-::M:::EN::':T'::===='-'=~===: 1----4----+-----------------+---+---+---t----l LANDSCAPE PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WDRK REVISION DESCRIPTION JTHER APPROVAL CITY A?PROVAL APPROVED PLANNING DWN llY: CHKD BY: RVv/D BY, HILTON CARLSBAD OCEANFRONT RESORT & SPA l<zd [ Gf, t:J14: PROJ~CT NO. SDP 05-14 °Z·~ ·I'? DATE DRAWING '10. 468-3L ' ~o u • {D .I ~ ' ,, 6' 1 , 2' ' , ~ 2'-1" , ' 'l 1 ' • cr, I "' . ..-- 1. KELP MOTIF ON BENCH AND TRASH ---© 4' , , 4 z 3 :::;; 10 0 7 8 ' N 4 ' • • • -'rs • • ' A 4 • • A • 4 • • • 4 • • A A • ' 4 • • SECTION 3. ROCK MULCH AT BUILDING EDGE . -- N • ' l ,, 'is--- r , ~ • "' I ,,, "' , -;:! .(~ {.-I I, I 6'-7"' ~ .. ~ SCALE: 1 /2 " = 1'-0" (i) 1/4" X 5-1/2" X16'L STEEL EDGER, REFER TO HARDSCAPE PLAN AND LEGEND; ELEVATION IS CONSTANT AT 2" MIN. BELOW TOP OF BUILDING FFE 0 1 / 4" STEEL STAKE, TAPERED, PER MANUFACTURER'S RECOMMENDATION FOR SIZE, TYPE AND SPACING, FINISH TO MATCH STEEL EDGING 0 ROCK MULCH TYPE 1 PER HARDSCAPE PLAN AND LEGEND, 3" DEPTH MINIMUM 0 FINISH FLOOR OF BUILDING SLAB © EDGE OF BUILDING OR PATIO PER PLAN © COMPACTED SUBGRADE PER GEOTECHNICAL REPORT 0 ECO MULCH PER PLANS © FINISH GRADE 0 AMENDED PLANTING SOIL PER SPECIFICATIONS @ ATRIUM DRAIN BELOW SURFACE OF ROCK AS NEEDED PER CIVIL ENGINEER SCALE: 1-1/2"=1'-0" 3 JI • • ' N • • • A 4 •• ' • • • • •• 4 • • ENLARGEMENT SECTION A • ' i q· ,, ~: " • • ' q i A ' • • A • <l s:i-------<.'I ------ A • • • • 4 • ' • • IN MEMORY OF SEAN ALEXANDER /---' ,' \ I I I ' i ' ' ', ~> ,--- ' ' I I ' ' ' i I I I ' i i I I I I ! ' ', I,~ I\ ! \ I I , , I ' N \ CANEPA ' -, ", ·, \ • ' I ' ( I \ 1\ . \ ' ' ' ', ' ' ( I I \ ' I \ II/ I ' i 11 / I'-~-- \ ' I i i ' ' \ I, ', (i) ~ I ' ' -, / LOCATION OF TEXT 1-1/2" HEIGHT, 1/4" THICKNESS LASER CUT METAL TEXT, STAINLESS STEEL BRUSHED SATIN FINISH PER SIGN FABRICATOR. FUTURA BK FONT AND SPACING TO MATCH TEMPLATE PROVIDED BY SIGN FABRICATOR. METAL TEXT TO BE EPOXY-MOUNTED TO CONCRETE PER METAL SIGN FABRICATOR SPECIFICATIONS. EDGE OF P.1.P. CONCRETE FEATURE PER DETAIL 8 NOTES: 1. METAL SIGN FABRICATOR: STANFORD SIGN & AWNING, INC. 2556 FAIVRE ST, CHULA VISTA, CA 91911 619-423-62DO 2. METAL TEXT TO BE CUT PER DIGITAL FILE PROVIDED TO SIGN FABRICATOR 3. SIGN FABRICATOR TO PROVIDE MOUNTING INSTALLATION TEMPLATE INDICATING TEXT SPACING AND LOCATION 4. SIGN FABRICATOR TO PROVIDE MOCK-UP SAMPLE LETTER(S) PRIOR TO FABRICATION REVISIONS: -<c: ~ r./'J Q ~ t'""" ~ I- QO~ IJj (J) ~~~ (!) z ~ t'""" ~ -:s: z~ <t: -<c: 0 «: 0:::: U ~ u~ Cl z ~ Q Cl 0 z «: 0:::: t'""" -<c: f53 0 ~ ~ ~ 0 H U «: IJj ::CO u 0:::: z ' . • • C rl ~ • " 0 < 0 " I . • 0 ,.. • " • ~ rl ~ • I N c s • rl ,; 0 0 z • " rl :;; Q -• " N < ~ m -' 0 " • ~ z -~ ! • ~ .. . ~ • " 0 ~ z A ' ~ ,.. z ~ 0 ,.. < .. u ,.. a 0 m " ~ " ,; I • ~ ~ ~ ' ~ N ~ ~ N • ~ ~ • ,; • • " 0 0 rl ~ • c ~ e 2. MEMORIAL TEXT AT ENTRY WTR. FEATURE u 0 1 " 1'-0" • " -c 0 . f HARDSCAPE DETAILS APPROVED FOR PLANTING AND IR RIG A TIO N ONLY, INCLUDING PRECISE LOCATION OF PLAN1'ING AREAS . L1-15 , u • < CJ(. "' w - -u CJ(. .. --0 ;: a.. u a.. .. V) -' "AS BUILT" REVIEWED [BY, l~d Cf- INSPECTOR DATE DATE I ~ CITY OF CARLSBAD SHEETS 1-----+1-----jc.--------+---+---+--+----1 5 44 1 ~~~~::::;;~P;;L=AN~N~l~N::::G :::::D:::::E:::P=A:::RT:::::M:::E:::N:::T===::::...'::::::::=::::::; I LANDSCAPE PLANS FOR: 1 HILTON CARLSBAD ! OCEANFRONT RESORT & SPA I I I DATE i INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL C, TY APPROVAL APPROVED Ii':) j L1, ~ 1 .... tr PLANNIN'.i DWN BY: PROJ~CT NO. CHKD BY: RVwD BY• SDP 05-14 -Z.· li!>-1 ";) DATE DRAWING NO. 468-3L KEY PLAN 0 SCALE 1• = 40' ·EB ® © ® ' L~-J 11 ~~~· ,-,.-,. i ±.·\·-. [-I _, .. : 1'. --Fr+ .T; D ' c-1-,-~j +'-! STAIR AT CONDITION A, SEE DETAIL STAIR AT CONDITION B, SEE DETAIL CABLE RAIL GUARDRAIL AT CONDITION C VINE SCREEN GUARDRAIL AT CONDITION D \ \ I \\ : • -- \ !/ \---~~~~~~-·-~--fr,--~--·--\ ' I I \ I I ' ' "' ,,; .• I I / CABLE CONNECTION AT END POST ENLARGEMENT NTS I I I I I G) DRILL HOLES TH ROUGH POST. CONFIRM DRILL DIAMETER WITH MANUFACTURER © 1/4" GALVANIZED WIRE ROPE; THREAD INTO QUICK-CONNECT INTERNAL THREAD ADJUSTER AT END POST 0 BOLT WITH FLAT WASHER (INCLUDED WITH INTERNAL THREAD ADJUSTER) © S.STL INTERNAL THREAD ADJUSTER \ \ ,,Jr \ ' \\--~=======±====±:::~~~~I =3==:::?64~: \ --\----\ ---~I PLAN VIEW AT STAIR, CONDITION A ELEVATION AT STAIR, CONDITION A EQ. EQ. 't. 1' 4 6 4" MAX. 1. GUARDRAIL TYPES AT WALLS AND ST AIRS 5 G) 1-1/2" ill STEEL TUBE HANDRAIL, GALVANIZED AND POWDER COATED TO MATCH ARCHITECT RAILING COLOR; REFER TO STAIR DETAIL 0 1-1/2" ill STEEL TUBE BOTTOM RAIL AT STAIR TYPE 2 (NO CHEEK WALL) ONLY; SIZE, COLOR AND FINISH TO MATCH; REFER TO STAIR DETAIL G) AT TOP OF STAIR, HANDRAIL BENDS AND ATTACHES TO GUARDRAIL POST © 1-1/2" ill STEEL TUBE AND CABLE RAIL GUARDRAIL, GALVANIZED AND POWDER COAT COLOR AND FINISH TO MATCH ARCH RAILINGS; TOP RAIL 42" HEIGHT FROM WALKING SURFACE; TYPICAL FOR ALL GUARDRAILS AT CONDITION C fc'\ MOUNT GUARDRAIL POST TO OUTSIDE OF V:./ WALL WITH SLEEVE AND STEEL PLATE AT STAIR A ,;;,., 1/4" GALVANIZED WIRE ROPE @ 3.:1• \.V O.C.; THREAD INTO QUICK-CONNECT INTERNAL THREAD ADJUSTER AT END POST, SEE ENLARGEMENT r:;-.., GUARDRAIL POST AT STAIR TD MDUNT l!J IN CENTER OF 4TH TREAD r;:;\ DRILL HOLES THROUGH POST, CONFIRM '.V DRILL DIAMETER WITH CABLE FABRICATOR NOTE: 1. CABLE RAIL GUARDRAIL TO BE PROVIDED AT CONDITION A, 8 AND C 2. FABRICATOR/STRUCTURAL TO PROVIDE HORIZONTAL LOAD CALCULATIONS; SPECIFY STEEL CONNECTIONS, REINFORCEMENT AND MAXIMUM POST SPACING. 3. FABRICATOR TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION 4. PROVIDE GUARDRAIL AT ALL LOCATIONS WHERE DISTANCE FROM WALKING SURFACE TO GRADE BELOW IS 30" OR GREATER. 2 2 PLAN VIEW AT STAIR, CONDITION B 2 ELEVATION AT STAIR, CONDITION B 8 3 © 41--~ 51---<HIJ 4" r-;::..:.--=:!: 4 =:::;if 1~ . . r11-' 1:· --_J EQ.:EQ. 't. 5 G) 1-1/2" ~ STEEL TUBE HANDRAIL, GALVANIZED AND POWDER COATED TO MATCH ARCHITECT RAILING COLOR; REFER TO STAIR DETAIL 0 CHEEKWALL ON STAIR TYPE 1, REFER TD STAIR DETAIL G) AT TOP OF STAIR, HANDRAIL BENDS AND ATTACHES TO GUARDRAIL POST © 1-1/2" ~ STEEL TUBE AND CABLE RAIL GUARDRAIL, GALVANIZED AND POWDER COAT COLOR AND FINISH TO MATCH ARCH RAILINGS; TOP RAIL 42" HEIGHT FROM WALKING SURFACE; TYPICAL FOR ALL GUARDRAILS AT CONDITION B ® EMBED MOUNT GUARDRAIL POST TO STAIR CHEEKWALL AT STAIR B LANDING © SURFACE MOUNT GUARDRAIL POST TO FACE OF STAIR B 0 GUARDRAIL POST AT STAIR TO MOUNT IN CENTER OF 4TH TREAD © NO GUARDRAIL REQUIRED AT SOUTH SIDE OF STAIR, GRADE WILL BE RAISED AGAINST SLAB IN THIS CORNER; SEE NOTE 4 BELOW NOTE: 1. CABLE GUARDRAIL TO BE PROVIDED AT CONDITION A, B AND C 2. FABRICATOR/STRUCTURAL TO PROVIDE HORIZONTAL LOAD CALCULATIONS; SPECIFY STEEL CONNECTIONS, EMBEDMENT DEPTH, REINFORCEMENT AND MAXIMUM POST SPACING. 3. FABRICATOR TO PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION 4. PROVIDE GUARDRAIL AT ALL LOCATIONS WHERE DISTANCE FROM WALKING SURFACE TO GRADE BELOW IS 30" DR GREATER. HARDSCAPE DETAILS L1-16 REVISIONS: ~ 0,-, VJ Q ~ r-, ci::: Q O <i:: ~ VJ ~ Bs ~ O ~ r-, µ., z-~o~ U ci::: u~ z µ., ~ 0 ~ P'.l r-, ~ ij ~u ~Ou z 0 • w D • < D • w " z 0 ' 0 z ~ z z < " • ' w ~ • , " 0 w " ' u • < a,: ., w - -<> a,: ., 0 .c CL <> CL "' V) ....J • • ~ .~ u 0 • ~ " ·? ' ~ ~ " 0 • " ~ • • 0 " APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUIL T11 REVIEWED BY, l~)I L,-1, ~l~-+t w 0 w ~ ' g ~ 0 ~ " N u ~ ~ • " e t 0 " ~ 0 .. u ~ ~ 0 ~ ~ N ' ·-0 ~ ro INSPECTOR DATE I-w U) (9 z ~ <( 0::: 0 0 0::: 0 u w 0::: ~ • ~ 0 I ~ ~ N " ~ e = .. ~ ~ ~ w I ~ ~ N " ~ e ' " 0 f 1---+----+---------------t------t----i------i--------. w c ITXAN8r D<iP1~~~TBAD SHEETS 44 SCALE: 1-1/2"=1'-0" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DATE INITIAi. OTHER APPROVAL Cll'l' APPROVAL LANDSCAPE PLANS FOR: APPROVED PLANNING DWN BY: CHKD l:lY: RV'wD BY, HILTON CARLSBAD OCEANFRONT RESORT & SPA I~~ &.· ~l-ofi PROJECT NO. SDP 05-14 ~·;!,.I', DATE DRAWING NO. 468-3L CD 0 0 0 0 © 0 © ® 3• THICK PORPHYRY STONE CAP TO MATCH PORPHYRY PA \/ING: EASED EDGES, HONED FINISH C.1.P. CONCRETE WALL, INTEGRAL COLOR, SMOOTH FINISH 4" -6" ROUNDED LAVA ROCK PER HARDSCAPE LEGEND CARBON STEEL BURNER DEFLECTOR PLATE PER PER MANUFACTURER'S SPECIFICATIONS AND CITY REQUIREMENTS GAS SUPPLY ELECTRONIC IGNITION; NOTE: PROVIDE SECURED IGNITION AND EMERGENCY CUT OFF PER CITY OF CARLSBAD REQUIREMENTS CONCRETE PAVING PER HARDSCAPE LEGEND AIR SPACE 3" ~ VENT HOLE THROUGH WALL AT 2" MIN. ABOVE FINISH SURFACE AT ADJACENT PAVING @ EXPANSION JOINT @ #4 HORIZONTAL @12" 0.C. @ #4 VERTICAL @12" O.C. @ DRAIN AS REQUIRED @ LEDGER ANGLE SUPPORTS BURNER PLATE AND ROCK @ CUTOUT IN BURNER PLATE @ GAS BURNER PER MANUFACTURER NOTE: 1. DEPTH OF PIT, AIR SPACE, SIZE AND LOCATION OF VENT HOLES, DRAIN AND GAS SUPPLY PER MANUFACTURER 2. PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION. 3. PROVIDE ALL REQUIRED VALVES AND EMERGENCY SHUT OFF MEASURES PER CITY OF CARLSBAD REQUIREMENTS. 1. FIRE PIT AT COURTYARD 0~ TYP. FOR 4 PLAN-CIRCULAR FIREPIT z 'i ' N 1--- 1• I • I q I • I <l' I I I I r 14 9 I I \ I I I I I I I ® 8'-6"' 6'-o'" 4' -11 "' \ I I \ I I I I I I 4 3 ==========~-=Llr---; 1 '-3"' r.----1 -L~--------1 ---© I• • l 4 I• <l I I I I•. • I ---_A__1 1-----, I ~• I > I '1 I ·1 I • I ' <O I - 5 f • -~L-----,--..c,---?------,,-------,,------_.J I • I• 4 • I ,1<:JLI, ,1 -:J I ~--..-L-L-;j_--_q..!,,._ • • • tl . <! ,1 ,1 _j -•,:z.....-.d--• <! ---· --. -• ' ---• --,1' .!.J LI <l q q q • • SECTION 13 SCALE: 1-1/2"=1'-D" B'-0"' 5'-6"' EQ. 4'-8'" ·1 ,. EQ. I. ,, REVISIONS: ~ ~ r./'J I '~-~-i-------1--1--------,----,--,-----------t---,------, I I Q 'o I "' ' <D I N r------- r------- I I : +------0 TYP. FOR 4 I I I I I I 4'-0'" I I I I I I I I I I I I I 4 16 ~ ~ I- 4'" ~~~ w U) ~ ~ ~ (9 ~E---~ z s Z"""' ~o~ <( IY U ~ u~ 0 5z~ 0 IY E---~ f] 0 ~ ~ ~ (.) HU w :I: 0 u IY a u PLAN-RECTANGULAR FIREPIT 00 HARDSCAPE DETAILS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L1-17 w 0 " < 0 " w • z 0 - ' 0 z ~ z a < • ' w ~ " " • u w • " u " < IX "' w --" c... " :..:: < u " 0 ~ ...I " rx "' :::J " C a.. "' V) .., 11 AS BUIL T11 ~ REVIE\.IED BY• l1~ I L1, b-H:01t INSPECTOR ~ ~ "' 0 w I • 0 ~ • w ~ -"' .! I N " • B " 0 • " ~ ~ • ' N e < • m ~ 0 ' ~ -~ " 8 ~ • ~ " • ~ 0 Q ~ ~ ~ ~ ' ~ ' u ~ 0 m w ~ "' ; I "' 00 "' " N • "' • ~ N • • " 0 j ~ ~ w "' ~ • 0 0 " 0. DATE DATE 1----+--+-------------+----+----t----+---1 w CITrAN£r D~P1~1~TBA D ~ ~L:::;:A:;N~DS;;C;:;A,.;:P~E=P~L~A:;:N~S=F~O:;R~:=========-.:::::==: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING DWN BY: CHKD BY: RV\.ID BY• HILTON CARLSBAD OCEANFRONT RESORT & SPA 1~}( t:,.,~~./4 1~-1? DATE PROJECT NO. □~AWING NO. SOP 05-14 468-3L GENERAL NOTES RECYCLED WATER NOTES 1 ALL \/\/ORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL \/\/ATER DISTRICTS RULES AND REGULATIONS. 2. DRINKING \/\/ATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT \1\/ITH RECYCLED WATER SPRAY, MIST OR MISTING 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'_~ RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 AM. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED \/\/ATER MAY BE MODIFIED BY THE LOCAL AUTHORITY IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. TO 6 00 AM. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL \/\/ATER DISTRICTS 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 DISTRICTS RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES. ETC) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER" COLOR-CODED (PURPLE) AND LAID \1\/ITH 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 DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO ANY USE OF RECYCLED WATER 19. THE REQUIRED CROSS-CONNECTINO INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED \/\/ATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT JOHN YEAKEY AT 760-310-5632 OR AFTER HOURS CONTACT JOHN YEAKEY AT 760-753-2440 22 ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND \/\/ATER 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. EDUCATE ALL MAINT. PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. 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. 26. 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 \/\/EB SITE AT HTTP:1/WWW CARLSBADCA.GOVISERVICES/DEPARTMENTSIWA TERIDOCUMENTS /RECYCLED WATERBACKFL0\1\/TESTERLISTPDF FOR RECYCLED OR HTTP:111/V\I\IW.CARLSBADCA GOV/SERVICES/DEPARTMENTS/WATER/DOCUMENTS /WATERBACKFL0\1\/TESTERLISTPDF FOR POTABLE OR CALL 438-2722 12" X 36" SIZE PURPLE BACKROUND r BLACKLOGO ,,..-1" BLACK LETTERS 36" / (N,T.S.) WARNING RECYCLED WATER DO NOT DRINK R CYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR 1" BLACK LETTERS 2" BI_ACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TYPICAL SIGNS 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 00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE 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, (IE 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, LE.~KS, UNRELIABLE VALVES, ETC, SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO -AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUfaL B ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB_ 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-\1\/RAP OR 3 ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS. ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1" HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PILACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE 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 \1\/ITH 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 TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN FIRM NAME & ADDRESS: SPURLOCK POIRIER LANDSCAPE ARCHITECTS 2122 HANCOCK STREET SIGNATURc~~ V SAN DIEGO, CA 92110 PHONE NO: (619) 681-0090 REGISTRATION NO: ~1=86=5---- GRADING NOTES: EXPIRATION DATE. -"'0'-'7/.,,_3"-1/c,12s_ _____ _ 1 INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 2. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 3. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF .THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES In Order lo Conserve Waler, .. RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA WASH HANDS AFTER CONTACTING L~\IESE SUS MANOS DESPUES DE USAR 18" X 1B" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS DI AT LEAST nvo DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LEEWARD ST, INSPECTION PROCEDURES 1 DISTRICT CONSTRUCTION INSPECTION SHALL INCLUDE A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATIONS C. SLEEVING AT CROSSINGS D. APPROPRIATE MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2 DISTRICT FINAL INSPECTION SHALL INCLUDE: A SINAGE INSTALLED PER PLAN B. CONTROLLER STICKERS. C TAGGING OF VALVES D COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN 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 A. A COMPLETE INSPECTION THAT WILL COVER A-I OF THE DISTRICT FINA.L INSPECTION REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER CITY ENGINEER & DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD DATE OF PREPARATION: 30 AUGUST 2010 CARLSBAD MUNICIPAL WATER DISTRICT ~21'JL~ ~-7-/L WILLIAM E. PLUMMER, DEPUTY CITY ENGINEER R.C.E. 28176 EXPIRES: COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~-t::. GLE~N LEEKS ENVIRONMENTAL HEALTH SPECIALIST CITY OF' OCEANSIDE PACIFIC OCEAN P:>NTD ROAD PROJECT LOCATION ,. CITY OF ENCINITAS VICINITY MAP DATE '-l'H' DATE SYSTElvl --RI\&--RW--RW- l (PRIVi\TE) N,T,S, POTABLE WATER METER RECYCLED WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER CMWD POTABLE WATER LINE RECYCLED WATER LINE POTABLE WATER PRESSURE SUPPLY LINE RECYCLED WATER PRESSURE SUPPLY LINE RECYCLED WATER USE AREA POTABLE WATER USE AREA DO NOT DRINK SIGN SHEET TITLE SHEET NUMBER TITLE SHEET L2-0 IRRIGATION PLANS L2-1A, L2-1B, L2-1C, L2-1D IRRIGATION LEGEND AND L2-2 NOTES-RECYCLED WATER IRRIGATION LEGEND AND L2-3 NOTES -DOMESTIC WATER IRRIGATION DETAILS L2-4 L2-5 L2-6 ' ' co ' t M CC-dP THESE RECORD DOCUMENTS HAV~ BEEN PRCPARED BASED ON iNFORMATKlN SUPPLH0D BY OTHERS. ANDR~III SPURLOCK •iARTIII POIRIEA land~capa Archite::15 HAVE NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION ANO SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSJONS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. Renewal D11 _..-LJ._1 Date OF C~ IRRIGATION TITLE SHEET L2-0 sweeney + associates IRRIGA 1 ION IJl=~IGN AND CONSU~ TING California 38730 Sky Canyon Drive, Suits C Muniela, CA 92563 951.461 6830 p 951 461 6B5D I email@sweeneyassoc com ww-1r, sweeneyassoc com REVJE\.l~D BY REVISIONS: z 0 • w 0 • < 0 • w " , Q ' " , ~ • z < 0 " ' w ~ " 0 " 0 w " 0 " < Oil: " w -" Oil: " -0 ~ 0-" :>! ~ 0-: V) -' Murriel.a, California AusUn, Texas Ft. Lauderdale, Florida APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~\ b -l::U"":lt JNSPFCT □R " • C • " ~ a • I 0 • a 0 C • " a ~ C 00 • m ~ C • ·~ " ·a t ' • 0 A " ~ ~ 0 ' • u 0 • • 0 ; " • ~ " ' .. i5 • • ' 0 ~ • m DATE DATE ..-...- 0 N 1- UJ Cf) 1-z UJ ~ => 0 0 0 z 0 t, => 0::: t, z 0 0 a ~ 0 C I ~ " 00 s e < : ~ ~ ~ " I " ~ 00 -m a e • C 0 ,, .. f---+--+-------------+----+---+---+-------11 S~E~T I CITY OF CARLSBAD [sREIBl. ...,.u PLANNING D[PARTMENT ~ r---t---+----------------1-----+---+---+----+ ~L=AN=="D::::S::::C::::'A..':P:;E==P=LAN=::S:::::::F=OR=:==::::::::::::::::::::===:::'..'::::::::==:~ HILTON CARLSBAD OCEANFRONT RESORT & SPA _AP-PR_ov_ED---'-',i:"-3~ ~~ EJkft PLANNING CWN BY: __ _ PROJECT NO. DRAWING NO, DATE INITIAL ENGINFFR OF WORK REVISION DE.SCR PTION DA Tl: IN'. TIAL OTHER APPROVAL c1-;-y APPROVAL CHKD BY: __ _ RV\.ID BY, SDP 05-14 468-JL • 08 411 i !"l ,. ' / / ' ' \ I ' I \ \ I ( j I I \ \ \ I \ ' I \ \ \ \\ \ \ \ II" \ ~ I I KEY PLAN 20' REVISIONS: MATCH LINE, SEE SHEET L2-1 C N.T.S. 10SA20TK10 sweeney + associates IRRIGATION tlESIGN ANO CONSUi.. TJNG Californla 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951 461.6830 p · 951461.6850 f email@sweeneyassoc.com www.sweeneyassoc.com S+a Murrieta, California· Austln, Texas· Ft. Lauderdale, Florida 2' 12' IRRIGATION PLAN .-----12 STATION CONTROLLER WITH 9 STATIONS USED L2-1A < ~ O! w O! 0 ll.. ~ u 0 ...J O! :::::, ll.. V) z 0 • " 0 " 0 " u " z ' 0 z z z < u " ' " " 0 u " • u " < "' -" a) -- ~ " ~ < .. a. .. " .. "C C .. ..J APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BLJIL T'' ~ REV!E'w'ED JJY, /1-:J N " "' -I= .. CJ)< "' 0 -~ 0 c.o 0 . "'"' 0000 c: oo O CQQ)•-:I::00000 Ne~~ ~=5!?5!? N er., C.0 <0 DATE 1- UJ Cl) (!) z ::s: <C 0:: 0 0 0:: 0 (.) UJ 0::: rl ~ ~ 0 I l'-~ "' ,; rl e " • ,. ~ l'-w I ~ ~ 00 -"' " -• " 0 .d ~ 1------+---+-------------+---+--+---+--t :;:I ~g~I ~c;:;Ir==1:;::L==AN;:;~~Ir=,[i=D=~p=1=~~==}=E~=TB=A=D=='-'1==4~' LANDSCAPE PLANS FOR: DATE INITIAL DATE INITIAL DA'"£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING OWN BY: CHKD BY: RVw'D BY, HILTON CARLSBAD OCEANFRONT RESORT & SPA 11.:.-l( 4, ~t.,;tr -t-~-11, DATE PROJECT NO. DRAWING NO. SDP 05-14 468-3L <JI ' \ I NOTE: IRRIGATION RECORD DRAWINGS HAVE BEEN DRAFTED BASED UPON CONTRACTOR PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE IRRIGATION RECORD DRAWINGS. ORIGINAL IRRIGATION SHOWN AS A SCREEN BACKGROUND FOR REFERENCE ONLY. \ I 2' 2' 11' 47' DATE INITIAi_ N.T.S. EI\GINEER OF WORK PLANNING DWN BY: RE.VISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAi CHKD BY: __ _ i<VIJD BY, REVISIONS: < i:i... r./J ~ E-, ~ ~ 0 <i:: < r./J - p:) ~ ~ ~ E-, ~ z-<O~ U ~ u~ z µ.. Q 0 z <i:: <Cl'.l E-, w ~ ,.....:i u SS O u z u m w C " < C " w " 2 ~ ' u z ~ z z < a • ' w ~ " 0 " u w " " u " < "' w - 0 a, -0 .c r:i.. 0 ~ "C r:i.. " V) ....I BLJIL T" " • ~ ·~ 0 " ~ 0 -~ " • " • 0 0 !< '3. • " 0 ~ I- w Cl) ~ z 3:: <( a::: 0 0 0::: 0 (.) w 0::: rl ~ ~ 0 " I 0 " ~ rl " I " • 8 'ii' 0 rl " N !:, • m ~ ' ~ E ~ ~ 0 ~ ~ 0 ~ ~ u ~ m " ~ ; I " ~ " N • " a " l 'ii' §, m • " 0 .,, ~ PROJECT NO. DRAWING NO. SOP 05-14 468-3L ' \ \ ' \ \ ' \ I \ \ ' ' \ i , NOTE A: POINT OF CONNECTION #1 SHALL BE A 11/2" RECYCLED WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE ROAD ST A TION NOTE B: 1D6 PSI B2 PSI BD GPM 24 PSI 6+45 PONTO DRIVE CONTROLLER 'A' SHALL BE A HUNTER MOD.# ACC-99D-PED DECODER BASED CONTROLLER INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE) FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: POINT OF CONNECTION #2 SHALL BE A 11/2" DOMESTIC WATER METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE ROAD STATION NOTED 1D9 PSI 8D PSI 44 GPM 29PSI 6+60 PONTO DRIVE MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE OUTSIDE OF STREET RIGHT-OF-WAY AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPEAND OTHER OBSTACLES TYP \ \ \ \ I \ \ ' \ ' \ --\ --.,,,.--/ \ I / \ ' ' 2-1/2" MAINLINE I , I , \ n \ \ \ A82 1.5" 3" MAINLINE KEY PLAN N.T.S. DATE NOTE: IRRIGATION RECORD DRAWINGS HAVE BEEN DRAFTED BASED UPON CONTRACTOR PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE IRRIGATION RECORD DRAWINGS, ORIGINAL IRRIGATION SHOWN AS A SCREEN BACKGROUND FOR REFERENCE ONLY. 15' 5' 20' IRRIGATION PLAN L2-1C 11 AS 10SA20TK10 sweeney + associates IRRIGATION IJFSIGJ\I A,r-.11) CO'JSULTING California REVISIONS: z C • • C • < 0 • • " 2 Q ' C z ~ z z < a • ' • ~ • , " C • ,_ " C • < 00: " w - -0 00: " ~ <( u " 0 : ....I 0 00: " :) 'O fl.. '" V) _, BUil T 11 38730 Sky Canyon Drive. Suite C Murrieta, CA 92563 951.461.683□ p · 951.461, 6850 f APPROVED F7OR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ARE,\S. REVIE\JED BY, emeil@sweeneyassoc.com WWoN.sweeneyassoc. com Murrieta, California· Auslln, Texas · Ft. Lauderdale, Florida 1--r~ I Lz, ~11..at: INSPECTOR APPROVED It~ . f:-11..::: PLANNING INITIAL DWN BY: PROJECT I-JO. DATE INITIAL DAIE l~ITIAL CHKD BY: f"NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY AP:,RDVAL RVVD BY, SDP 05-14 w • 0 • w ~ rl • I 8 • rl 0 0 • 0 -~ " N • ~ _., " ! -~ • -" • ~ 0 -~ ~ ~ 0 " ~ u 0 m " 0 0 ~ ~ -" N " ~ i5 • • ~ 0 ~ ro DATE DATE 1-w Cl) (.!) z $ <( 0::: 0 0 0::: 0 (.) w 0::: ~ ~ 0 0 I ~ ~ N 'ii' ~ e ~ ~ ~ ~ ~ w I ~ ~ N ~ m ~ e • " 0 -" 0. -1,, 'b I'? DATE DRft.WING NO. 468-3L NOTE: ---1 ' 1-___ I .. __ , IRRIGATION RECORD DRAWINGS HAVE BEEN DRAFTED BASED UPON CONTRACTOR PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE IRRIGATION RECORD DRAWINGS. ORIGINAL IRRIGATION SHOWN AS A SCREEN BACKGROUND FOR REFERENCE ONLY I I I 1 t----,~-':1 /i! \ ¢ I I I \ I # I I \ \ \ \ \ I ot' I \ \ I \ \ •. I I I \ I ' \ ' ¢ I \ I 0 I I I I I \ ' \ \ \ \ I 0 \ \ I \ \ \ KEY PLAN ii _..-:-::_::~?~4~ ~_, \' ,/.'8 ;;_ ,_ r ':>"' ; ' \?·[-?1 \\_;;_., ;!~~~~-\ \~ )',..,\\ -.. -·· _'. ·. \ ' ' <~-~:' ·z.~~" \ \ \ \ \ I \ 20' I \ \ I \ 10SA2DTK10 sweeney + associates IRRIGATION DESIGN AND CONSUL TING California 38730 Slcy Canyon Drive, Suife C Murrieta, CA 92563 951.461.6830 p · 951.461.6850 f email@sweeneyassoc.com www.sweeneyassoc.com \ I I I ' I I -~! ) I / ·,, 'I o 1· __.!'--// ·----1. ____ --~- ' I I , I REVISIONS: z 0 • w 0 • < 0 • w " z ' 0 z "' • 0 ' "' ~ M -~ I ' M 0 0 • " M • ij ro < m C ~ ' " I ·~ ~ 1- w en C) z $ ~ 0::: 0 0 0::: 0 u w 0::: ; ~ 0 I ' " ro ~ m M e ~ ,. G I ' ~ 0 z A ~ ' S+a ' I z " ~ ' 0 ' ,. ' I < " u ' 0 "' I \ \ 0 NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE OUTSIDE OF STREET RIGHT-OF-WAY AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC_ VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLE RS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. IRRIGATION PLAN L2-1D • ' w ~ " , " u w " " u " < ~ "' w -0 ~ ., -0 ,: 0.. 0 ~ ~ -,, C fl.. .. V) -J "' " "' 0 I " • " ~ ro • " p, s " • " • ~ 0 ~ ~ e 00 • " 0 ~ ~ 0 ---a, N " "' ~ -" Cl)< a, 0 -~ 0 f.0 0 ~CJ>a> 0 000 C:OIOO (Ill Q) • • :r: O rii 00 N C: lq c.q ~ a:I ~ 5!? NC/) cg t0 11 AS BUIL T11 ~~ enro,-./•r, TITLE ("1'-1 /V'<!-//>,11..-DATE REVIE\./ED BY1 Murrieta, California · AusUn, Texas , Ft. Lauderdale, Florida APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11~\ 4:. ~l4t INSPECTOR D~TE /t-------------------+--f-----l--t-----1 ~ c rrxAN2r D~P1~~~TBAD ~ ~L=;A;N~DS~C~AP~E~PL~AN;:;;S~FO~R.:=:=========I_-':::==~ HILTON CARLSBAD 1 ""' { \✓-::-~ 1/"." , ' ~~~ is / ~ i-----t--,-----------------+---+------+---+--------1 :!;·.·. 1 f.~,'T . -, ->·: _> / i-----t---~--------------+---t----+----+---; ~~~;:====;============= OCEANFRONT RESORT & SPA rJi") 1, ! . ,.;.~~ ~ -~~ - 91 1_ ! 1.1J.= ..... ~~ ___ / =L\J ',•~--' K<--:...----~ \t~==---,q~r ' N.T.S. DAlE ENGINEER INITIAL DATE INITIAL OF WORK REVIS ON DESCRIPTION OTHER APPROVAL APPROVED l<'t'~ ( ~ f;.u~tr -z. 2>-1'? PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE IN17AL CHKD BY: CITY APPROVAL RV\./D BY1 SDP 05-14 468-3L Q T H F b,_ @ • 0 e o " e • " e • 0 9 Ell II) ,., 0 6 @ g @ 6~ EJ [QI II! Iii NO SYMBOL llill [8 NO SYMBOL ISZI [E] @ • NO SYMBOL le) NO SYMBOL IBI !El NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER PO.C. WILKINS V.I.T. HAYWARD SUPERIOR C.S.T. LASCO NELSON HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER V.I.T. HUNTER N/A AS APPROVED AS APPROVED AS APPROVED LEEMCO AS APPROVED AS APPROVED AS APPROVED K.B.I. CARSON AS APPROVED AS APPROVED CHRISTY'S IRRIGATION MATERIAL LEGEND FOR RECYCLED WATER MODEL NO. I DESCRIPTION PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ SQ/SH NOZZLES PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 6Q/8T/BH/8F NOZZLES PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 10Q/10T/10H/10F NOZZLES PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 12Q/12T/12H/12F NOZZLES PROS-06-PRS30-CV-R POP-UP TURF HEAD W/ 15Q/15T/15H/15F NOZZLES PROS-06-PRS30-CV-R-LCS-515/RCS-515/SS-530 POP-UP TURF HEAD PROS-12-PRS30-CV-R POP-UP SHRUB HEAD WI SQ/SH NOZZLES PROS-12-PRS30-CV-R POP-UP SHRUB HEAD W/ 8Q/8T/8H/BF NOZZLES PROS-12-PRS30-CV-R POP-UP SHRUB HEAD W/ 10Q/10T/10H/10F NOZZLES PROS-12-PRS30-CV-R POP-UP SHRUB HEAD W/ 12Q/12T/12H/12F NOZZLES PROS-12-PRS30-CV-R POP-UP SHRUB HEAD WI 15Q/15T/15H/15F NOZZLES PROS-12-PRS30-CV-R-LCS-515/RCS-515/SS-530 POP-UP SHRUB HEAD PROS-06-PRS30-CV-R POP-UP BUBBLER HEAD W/ 5-CST-B NOZZLE PCB-SO BUBBLER HEAD ON A SCH. 80 RISER AS DEEP WELL BUBBLER, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. PROS-D6-PRS30-CV-R POP-UP BUBBLER HEAD W/ MSBN-25Q NOZZLE, PROVIDE ONE PER SHRUB PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP1D00 NOZZLES PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP20D0 NOZZLES PROS-12-PRS40-CV-R POP-UP SHRUB HEAD W/ MP3000 NOZZLES PGP-12-CV-R W/ NOZZLES Q-.75-SR/H-1 5-SR/F-3 0-SR POP-UP SHRUB ROTOR HEAD PGP-12-CV-R W/ NOZZLES Q-1.5/H-2.5/F-5.0 POP-UP SHRUB ROTOR HEAD PGP-12-CV-R WI NOZZLES Q-2.0/H-4 O/F-8.0 POP-UP SHRUB ROTOR HEAD PGP-04-CV-R WI NOZZLES Q-.75-SR/H-1.5-SR/F-3.0-SR POP-UP TURF ROTOR HEAD PGP-04-CV-R W/ NOZZLES Q-1.5/H-2.5/F-5.0 POP-UP TURF ROTOR HEAD PGP-04-CV-R WI NOZZLES Q-2.0/H-4.0/F-8.0 POP-UP TURF ROTOR HEAD GPM .12, .23 24, .32, 47, 97 .42, 57, .68, 1.59 .67, .69, 1 30, 2.70 .97, 1.30, 1.86, 3.75 .65, .65, 130 .12, .23 .24, .32, .47, .97 .42, .57, .88, 1.59 .67, .69, 1.30, 2.70 .97, 1.30, 1.86, 3.75 65, .65, 1.30 .38 .50(1.0) .25 .16, .32, .65 .33, .63, 1.27 .74, 1.58, 3.15 68, 1.3, 2.7 1.45, 2.30, 4.75 1 85, 3.75, 7.50 .68, 13, 2.7 1.45, 2.30, 4.75 1.85, 3.75, 7.50 PSI 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 40 40 40 40 40 40 40 40 40 RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A 1 FT 12 FT 18 FT 27 FT 20 FT 27 FT 34 FT 20 FT 27 FT 34 FT ALL SPRAY HEADS OR ROTORS WITH AN ELEVATION CHANGE GREATER THAN 10 FEET FROM THE HIGHEST HEAD ON THE ZONE SHALL BE INSTALLED WITH A CHECK VALVE UNDER THE HEAD IN ADDITION TO ANY IN-HEAD CHECK VALVE SPECIFIED. SPRAY HEADS SHALL USE AN HC-50F-50M SERIES (1/2"), ROTOR HEADS SHALL USE AN HC-75F-7SM SERIES (3/4") CHECK VALVE. 11/2" RECYCLED WATER METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD 975XLS, 2" RIP BACKFLOW PREVENTION DEVICE WITH 2" WYE STRAINER STRONG BOX SBBC-45SS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE MODEL #72 BASKET STRAINER 2" SIZE W/ THREADED CONNECTIONS AND 60 MESH FILTER ELEMENT MODEL 950DW 2" NORMALLY CLOSED BRASS MASTER CONTROL VALVE (WITH RECYCLED WATER OPTION) FSI-T15-001, 11/2" PVC FLOW SENSOR IN A SCH. BO TEE (AS PART OF MODEL NUMBER), WIRE TO CONTROLLER USING #18 AWG WIRE IN 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FOR MORE INFORMATION CALL STEVEN KIM AT GENTILE & ASSOCIATES (760) 214-5734 SLO-CLOSE PVC BALL VALVE, 2-1/2" SIZE WITH 3" REDUCER FITTINGS 7645 RECYCLED WATER QUICK COUPLER VALVE (WITH ACME THREADS), INSTALL WITHIN 10" ROUND VALVE BOX ICV-XX1G-AS-R (1", 11/2", 2") SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN ICD-100 SINGLE STATION DECODER WITH SURGE PROTECTION AND GROUND WIRE, INSTALL IN THE RCV BOX ICD-200 TWO STATION DECODER WITH SURGE PROTECTION AND GROUND WIRE, INSTALL IN THE RCV BOX ICD-400 FOUR STATION DECODER WITH SURGE PROTECTION AND GROUND WIRE, IINSTALL IN THE RCV BOX 1D1BLU DECODER WIRE WITH TWO (2) #14-AWG WIRES AND A BLUE JACKET, TWO WIRE PATH FROM FARTHEST RCV TO CONTROLLER ACC-99D-PED DECODER BASED CONTROL SYSTEM W/ 99 DECODER CONTROL CAPABILITY, INSIDE ENCLOSURE (SPECIFICATION SHOWN BELOW) SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS, AND QP-16 SOLAR SYNC, MOUNT PER MANUFACTURER SPECIFICATIONS IN FULL SUN EXPOSURE AND WIRE TO CONTROLLER 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE "RECYCLED WATER" PVC PIPE 3/4" -3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE "RECYCLED WATER" PVC PIPE 3" CL. 315 SOLVENT WELD AS MAINLINES 24" BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL FITTINGS USED WITH BELL AND GASKET PIPE SHALL BE LEEMCO "DEEP BELL" DUCTILE IRON FITTINGS. USE LEEMCO JOINT RESTRAINTS ON ALL DIRECTIONAL CHANGES AND ON COUPLINGS WITHIN 50 FEET OF DIRECTIONAL CHANGE. USE JOINT RESTRAINTS ON ALL EQUIPMENT INSTALLED ON RING TITE PIPE. ALL MAINLINE SHOULD RECEIVE THRUST BLOCKS AS PER DETAIL IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) IRRIGATION CONTROL WIRE 2-14 GAUGE SOLID COPPER TWO-WIRE PATH, WITH PVC INSULATION INSTALLED IN A 1114" CONDUIT CONTROLLER WIRING SHALL BE COLOR-CODED AND LABELED AT THE CONTROLLER AND ALL JUNCTION AND VALVE BOXES, TO CORRESPOND WITH PROPER CONTROLLER AND STATION. CONTRACTOR SHALL RUN TWO SPARE CONTROL WIRES TO LAST VALVE BOX AT ALL MAINLINE ENDS. MINIMUM COVER OF 24" OR SAME DEPTH AS MAIN LINE. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE. 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOG-KIT. 10" ROUND VALVE BOXES SHALL BE MODEL 910, 12" STANDARD RECT SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE GREEN HOPE BODY AND PURPLE LIDS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY DO NOT INSTALL IN CONCRETE OR ASPHALT RECYCLED WATER SIGNS PER CITY OF SAN DIEGO DEPARTMENT OF HEALTH IRRIGATION CROSS CONNECTION TEST STATION, INSTALL PER SAN DIEGO DEH REQUIREMENTS, VERIFY LOCATIONS WITH OWNER'S REPRESENTATIVE TA-ND-06-PBI, INSTALL DIRECTLY ABOVE AND 12' ABOVE (TWO SEPARATE TAPES) THE RECYCLED WATER MAINLINE. DETAIL A A A A A A A A A A A A A A A A A A A A A A A A N/A N/A B B J C D E F G H,K 1,K l,K L L,M NIA V N/A N N 0 w p N,O,Q Q NIA NIA NIA u N/A N RECYCLED WATER STANDARD PLAN NOTES 1. All Work shall be done in accordance with the Carlsbad Municipal Water District's Rules and Regulations. 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist, or runoff. 3. Best management practices sflall 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 substitutions of pipe materials will be allowed without prior approval of the Carlsbad Municipal Water District. 7. All mainline pipes shall have warning tape per Carlsbad Municipal Water District's Rules and Regulations, B. Hours for irrigation with recycled water are from 10:0Dp.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. Irrigation with water of a lesser quality than disinfected tertiary recycled water shall be between the hours of 10:00 p.m. and 6:00 a.m. 9. Burial of all wiring and piping shall meet Cartsbad Municipal Water District's Rules and Regulations. 10. Non-designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to 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 waier distribution systems per Carlsbad Municipal Water District's Rules and Regulations. 13. On recycled water systems, all appurtenances (sprinkler heads, valve boxes, etc) shall be color-coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 14. All irrigation pipes shall be stenciled with the 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 tl1an twelve inches below a potable water line, then tile recycled water line shall be installed within an approved protective sleeve as per the Carlsbad Municipal Water District's Rules and Regulations. 1 B. Developer/contractor shall conduct a cross-connection test and coverage test as directed by Carlsbad Municipal Water District and the San Diego County Department of Environmental Health prior to any use of recycled water. Controller: A PLANT TYPE I SPRINKLER TYPE Days Per Week: 6 Shrub and Ground Covers: Spray Heads Stream Rotor Heads MP Rotator Heads Tulf Grass: Stream Rotor Heads Trees: Etc 6.2 6.20 6.20 6.20 6.20 IRRIGATION CONTROLLER RUN TIMES AKc PR RA TE IE 0.40 D.40 040 0.80 1.74 0.74 0 39 0.74 0.70 0.80 0.80 0.80 RUNTIME (HOURS) 0.08 0.16 0.31 0.33 QUANTITY 34 31 2 1 Bubbler Heads 6.20 0.80 3 00 0.9D O 07 13 CYCLES PER DAV: 1 TOTAL NUMBER OF STATIONS: 81 TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: TOTAL RUN TIME IN HOURS ALL SPRAY ZONES: TOTAL RUN TIME IN HOURS: NOTE: SCHEDULE CALCULATION IS DESIGNED TO RUN TWO VALVES CONCURRENTLY NOTE: PRESSURE CALCULATIONS ARE DESIGNED TO RUN TWO VALVES CONCURRENTLY WATER PRESSURE CALCULATIONS WATER METER NUMBER 1 WATER METER SIZE HYDRAULIC GRADE LINE (FT) ELEVATION DIFFERENCE (FT) N/A WATER METER ELEVATION (FT) N/A MIN. REQ. STATIC PRESSURE (PSI) REMOTE CONIBOL VALVE # A42 REMOTE CONIBOL VALVE SIZE RC.V. DEMAND (GPM) HIGHEST HEAD SERVED (FT) 39 TOTAL DEMAND (GPM) N/A STATIC PRESSURE AT HIGHEST HEAD SIZE 2" 2" 2" 2" 2" 2" 1.5" 3" 3" 3" 1.5" 10% 20% a DESCRIPTION SERVICE LINE (50 FT OF TYPE K COPPER) WATER METER (DISC TYPE) BACKFLOW PREVENTER (RIP TYPE) FILTRATION [WYE FILTER) PRESSURE REGULATOR BFD ASSEMBLY PIPING (BRASS W/ 4 ELLS) MASTER CONTROL VALVE FLOW SENSOR ISOLATION VALVES (GATE TYPE) 524 FEET OF MAINLINE: CL. 315 PVC FEET OF MAINLINE 8 -90 DEGREE ELBOWS REMOTE CONTROL VALVE LATERAL LINE LOSS FITTING LOSS [IN ADDITION TO ELBOWS SHOWN) ELEVATION CHANGE (P.0 C. TO HIGHEST HEAD) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 TtiRU #16) PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) MINIMUM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT#19 FROM #2D) SET PRV OR MCV AT (#19 PLUS 10 PSI) FLOW # PSI LOSS 80 1 3.1 80 2 4.9 BO 3 13.0 BO 4 1.5 5 80 6 3.7 80 7 2.1 8□ 8 1 a 80 9 2.0 80 10 3.7 11 BO 12 1 0 39 13 1.6 NIA 14 4.0 NIA 15 0.7 NIA 16 O.D 17 422 18 40.0 19 82.2 20 106.0 21 23.8 22 NIA PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 23 NIA 2" N/A 106 11 /2" BO N/A PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI 19. The required cross-connection inspection shall be done by either the Carlsbad Municipal Water District and/or the San Diego County Department of Environmental Health. Copies of inspection reports will be forwarded to the non-inspecting party. 2D. The design and locations proposed for recycled waler "Do Not Drink" signs 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 systems within the property, with t11e 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 Waler District and/or the San Diego County Department of Environmental Health. In case of emergency contact __ J;_o_hc.:n,.:Y..:e.:::a.c.ke'-'y ____ al --=7~6_0_-3_1,-0_-5_6,-32_ Name Phone Number Or after hours contact __ J_o_h_n_Y_e_a_ke-'y ____ at __ 7_6_0_-7_5_3_-2_4_4_0_ Name Phone Number 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 this site, 24. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved far drinking purposes, hand washing, cleaning of tools, etc. Given the high turnover rate of employees in the landscape industry it is important this information be disseminated on an almost daily basis. RUN TIM (HOURS) 2.69 5.05 0.62 0.33 0.93 1.55 8.07 9.62 25. A physical separatia11 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. IRRIGATION LEGEND RECYCLED WATER L2-2 REVISIONS: 00:: VJ w --" 00:: .. -0 = a.. " ~ < u ., 0 : _, 0 00:: "' ::::, "' a.. a, V) _., 10SA20TK10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. // AS BUIL T 11 .-----"-.IALVE NUMBER ~-PM sweeney + associates IRRIGATl□N □1:511.N AND CONSULTING Caiifomia 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p 951.461.6850 f email@sweeneyassoc.com ww,N sweeneyassoc.com Murrieta, California · Austin, Texas · Ft. Lauderdale, rlorida T~}};;# REVIE\,/[D BY• 11-J ( 4,-· t:;-l L,-, ft INSPECTOR LANDSCAPE PLANS FDR: APPROVED PLANNING HILTON CARLSBAD OCEANFRONT RESORT & SPA DATE 1- w Cl) CD z ~ <( 0::: 0 0 0::: 0 0 w 0::: ~ l____4:i_J ~-----VALVE SIZE DATE INITIAL DATE DATE INlllAL OWN BY: __ _ CHKD BY: __ _ PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\,/D BY, SDP 05-14 468-3L 1 2. 3. 4, 5. 6. 7. IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TD PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS, THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION, 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE, 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TD THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE, LABEL SPARE WIRES AT BOTH ENDS, 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS, ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. Controller: B WATER PRESSURE CALCULATIONS WATER METER NUMBER 2 WATER METER SIZE HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVAllON (FT) ELEVAllON DIFFERENCE (FT) NIA STATIC PRESSURE (PSI) REMOTE CONTROL VALVE # B3 REMOTE CONTROL VALVE SIZE RC.V. DEMAND (GPM) 44 TOTAL DEMAND (GPM) HIGHEST HEAD SERVED (FT) NIA STATIC PRESSURE AT HIGHEST HEAD SIZE 1 5" 1.5" 1 5" 1.5" 1 5" 1 5" 1 5" 2.5" 2.5" N/A 2 5" 1.5" 10% 20% 0 DESCRIPTION SERVICE LINE (50 FT OF TYPE K COPPER) WATER METER (DISC TYPE) BACKFLOW PREVENTER (RIP TYPE) FILTRATION (WYE FILTER) PRESSURE REGULA TOR BFD ASSEMBLY PIPING (BRASS WI 4 ELLS) MASTER CONTROL VALVE FLOW SENSOR ISOLATION VALVES (GATE TYPE) 1,050 FEET OF MAINLINE: CL. 315 PVC FEET OF MAINLINE 8 -90 DEGREE ELBOWS REMOTE CONTROL VALVE LATERAL LINE LOSS FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) ELEVATION CHANGE (P,0.C. TO HIGHEST HEAD) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) PRESSURE REQUIRED AT HEAD TOTAL PRESSURE REQUIRED (SUM OF #17 AND #16) MINIMUM REQUIRED STAllC WATER PRESSURE (FROM ABOVE) RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) SET PRV OR MCV AT (#19 PLUS 10 PSI) FLOW 44 44 44 44 44 44 44 44 44 NIA 44 44 NIA NIA NIA PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) IRRIGATION CONTROLLER RUN TIMES # PSI LOSS 4,0 2 3.9 3 13,0 4 1,2 5 5.0 6 4.7 7 2 1 8 1,0 9 2.0 10 6.3 11 NIA 12 0.7 13 2.0 14 3,0 15 1.3 16 0.0 17 50.1 18 30.0 19 80, 1 20 109.0 21 28.9 22 90.1 23 NIA PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI 1.5" NIA 109 1 5" 44 NIA PLANT TYPE/ SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME Days Per Week: 6 6.2 (HOURS) QUANTITY RUN TIM (HOURS) Shrub and Ground CovBrs: Spray Heads Trees: Bubbler Heads 6.20 6.20 CYCLES PER DAY: 0.80 1 1. 74 3.00 0.70 0.08 5 090 0.07 2 TOTAL NUMBER OF STATIONS: 7 TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: TOTAL RUN TIME IN HOURS ALL SPRAY ZONES: TOTAL RUN TIME IN HOURS: 0.40 0, 14 0, 14 0.40 0,54 SYMBOL Q T H F ._ Jllj_ ..._ Cl 0 e 0 ~ " e • " " e • ,, Cl 0 0 Ell .,, ,.. llJI [8 NO SYMBOL Iii] [] -$ • [ii NO SYMBOL 181 [El NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL MANUFACT, HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER HUNTER PO.C WILKINS VI.T. SUPERIOR HUNTER LEEMCO RAIN BIRD HUNTER HUNTER V 1.T. HUNTER NIA AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M K.B.I. K.B.I. CARSON IRRIGATION MATERIAL LEGEND FOR DOMESTIC WATER MODEL NO./ DESCRIPTION PROS-12-PRS30-CV POP-UP SHRUB HEAD \IV/ SQ/SH NOZZLES PROS-12-PRS30-CV POP-UP SHRUB HEAD W/ BQ/BT/BH/BF NOZZLES PROS-12-PRS30-CV POP-UP SHRUB HEAD W/ 10Q/10T/10H/10F NOZZLES PROS-12-PRS30-CV POP-UP SHRUB HEAD W/ 12Q/12T/12H/12F NOZZLES PROS-12-PRS30-CV POP-UP SHRUB HEAD W/ 15Ql15T/15H/15F NOZZLES PROS-12-PRS30-CV-LCS-515/RCS-515/SS-530 POP-UP SHRUB HEAD PROS-06-PRS30-CV POP-UP BUBBLER HEAD \Ill/ 5-CST-B NOZZLE PROS-D6-PRS3D-CV-PCN-5D POP-UP BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL, FOR BUBBLERS WITHIN TREE GRATES, USE PROS-DO WITH PCB-50 NOZZLES. GPM .12, .23 .24, ,32, .47, ,97 42, .57, .BB, 1.59 67, .89, 1.30, 2.70 .97, 1.30, 1.86, 3,75 65, .65, 1.30 .38 50 (1 0) 11/2" DOMESTIC METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD 975XLS, 1112" RIP BACKFLOW PREVENTION DEVICE WITH 11/2" WYE STRAINER STRONG BOX SBBC-3DSS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE MODEL 3200 1112" NORMALLY CLOSED MASTER CONTROL VALVE FLOW-CLIK FS-150, 1112" PVC FLOW SENSOR IN A SCH. 80 TEE (AS PART OF MODEL NUMBER), WIRE TO CONTROLLER USING #18AWG WIRE IN 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. LMV-XX-BB SELF RESTRAINING, RESILIENT WEDGE GATE VALVE, SIZE PER MAINLINE 33DLRC (314") QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX ICV-1X1G-AS (1", 1112") SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN IC-1201-PL CONTROLLER INSTALLED WITHIN A STAINLESS STEEL ENCLOSURE (SEE BELOW FOR TYPE) SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS, AND QP-16 SOLAR SYNC, MOUNT TO REAR OF ENCLOSURE IN FULL SUN EXPOSURE AND WIRE TO CONTROLLER 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PVC PIPE 3/4" • 2" SCH, 40 AS LATERAL LINES 12" BELOW GRADE PVC PIPE 21/2" CL, 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE DR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL MAINLINE SHOULD RECEIVE THRUST BLOCKS AS PER DETAIL IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. 1 □" ROUND VALVE BOXES SHALL BE MODEL 910, 12" STANDARD RECT. SHALL BE MODEL 1419, 12" JUMBO RECT SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730, VALVE BOXES SHALL HAVE GREEN HOPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. -------',tALVE NUMBER ~--G.P.M, L------V,ALVE SIZE PSI 30 30 30 30 30 30 30 30 RADIUS 5 FT BFT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 3 FT N/A DETAIL A A A A A A A A,Y NIA B B C D E F G L,M NIA w NIA N N 0 p N,0,Q Q NIA NIA NIA REVISIONS: ~ ~ r/J Q ~ f--, ~ ~ r/J oOi ~~o ~ f--, µ, ZH ~o~ U ~ u~ z~O o~~ s~~ -u~ ;:c Ou z " • w 0 • < 0 " w c z Q ' " z ~ z z < a • ' w ~ • , e u w e ' u • < a,: "' w - -u a,: ., -0 .c £I_ u ~ < u ., 0 : -' u a,: "' J '0 C • • ~ • 11 0 • ~ " ~ ~ • • A ~ g ~ ~ • • 0 ~ I- UJ Cl) (.!) z 3: <( 0::: 0 0 0::: 0 (.) UJ 0::: rl • ~ 0 m I 0 ,_ 0 rl " I ro • rl ;;; 0 " rl rl ' ro e • m ~ • ~ e ~ " ~ 0 ~ ,_ ~ ,_ u ,_ m m I ~ 0 " " ~ ro • " iS ro ;;; 0 rl • e 00 • " 0 ~ " IRRIGATION LEGEND DOMESTIC WATER L2-3 £I_ .. V) -' 10SA2DTK10 sweeney + associates IRrllGATION DESIGN A.NC CONSIJ'LTJNC California 3873□ Sky canyon Drive, Suite C Murrieta, CA 92563 951.461.6830 p · 951.461 6850 f email@sweeneyassoc.com VMw.sweeneyassoc.com Murrieta, CaUfomia · Austin, Texas· Fl. Lauderdale, Florida APPROVED FOR PLANTING AND IRRIGATION ONl,Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR BUIL T 11 DAlE f---+---+-------------+---+---+---+---1 W CITXANS.~ D~P1J;~~TBAD fsHm5l ~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CIIY APPROVAL LANDSCAPE PLANS FOR: I APPROVED PLANNING OWN BY: CHKD BY: f/Vl,/D 3Y, HILTON CARLSBAD OCEANFRONT RESORT & SPA 11;,k[ &-~I.Jt PROJECT NO. SOP 05-14 -z-~ -~? DATE DRAWING NO. 468-3L --------INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS 1------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP-UP HEIGHT AND NOZZLE REQUIRED --1/2" 3~11 1I lw; INSTALL POP-UP SPRINKLER HEAD 1/2" :_I; IT§W ABOVE FINISHED GRADE IN SHRUB Ifil$;11 l;I AND GROUND COVERS AREAS jffig rnLUmWr------UNDISTURBED SOIL ~I~~ (),"1fH~B~-----DO NOT INSTALL USING SIDE INLET NOTE: ~----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET ~---SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE --LATERAL LINE, SEE SPECIFICATIONS ,r------"', ''J<:;~1---L-,,. FOR TYPE AND DEPTH REQUIRED SECTION VIEW -N.T.S. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @ POP-UP SPRINKLER ,----------FINISHED GRADE IN TURF AREAS _J PLASTIC 10" ROUND VALVE BOX WITH T·COVER t AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT, ~-HEAT BRAND "BV'' ONTO LID. ® 6" l\~~=r----FINISHED GRADE IN SHRUB AREAS ,---~ffii=~----LASCO "SLO-CLOSE" SCH. 80 PVC, · --TRU-UNION BALL VALVE, SOLVENT ~m111: WELD CONNECTIONS. SIZE BALL VALVE PER THE MAINLINE SIZE /JJ;E 1-,,,o:=,tt-------6" PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM l::><:::1-----BRICK SUPPORTS, THREE REQUIRED 1\l • 0 .-----ONE CUBIC FOOT OF 57,,ot 3/4" CRUSHED GRAVEL \l'e't,o Q~ PROVIDE ONE 30" STEEL VALVE ••"d' KEY FOR EA. 3 VALVES INSTALLED ~PVC IRRIGATION MAINLINE, ~----.., SEE LEGEND FOR SPECIFICATION '--------SOLVENT WELD CONNECTIONS SECTION VIEW-NTS. (IDcoW9fl 2007 ~ t As!odcl", U. BALL VALVE LEAVE A 1M (3') LENGTH OF-~ SLACK "TWO-WIRE PATH" IN ,-----WHEN USING A MULTIPLE ZONE DECODER, INSTALL THE DECODER INSIDE THE VALVE BOX WITH THE RCV WITH THE LOWEST SEQUENCE NUMBER. THE BOX TO ALLOW THE WIRE CONNECTIONS TO BE REMOVED FROM BOX FOR MAINTENANCE HEAT BRAND "ICD" ONTO THE VALVE BOX COVER. ---HUNTER DECODER (ICD-200, ICD-400, OR ICD-600) GROUND DECODER IF INDICATED ON DRAWINGS •!:2wu~~~ll~~r=========§==~==t=i=====~r~;=~~~=~;=:§=j!~\ffi.1-~~~~-COLORCODEDWIRE ' ' '111 • ' • 111~/r BLUE ~ PAIRS, USE THE SAME NOTE: m 1 11 111 111 :1 ~-R=ED~~ ,.--.,,-)'-'-er~"'si,#".c.._---._ COLOR WIRE TO RCV'S r---25mm (1") SCH. 40 PVC ·11 1-111-Wo1 ELECTRICAL CONDUIT TO : 111 11 THE ADJACENT RCVS TO BLUE SHARE THE DECODER. RED TWIST CONTROL WIRES TO RCV'S AS SHOWN. i'----3M DBY-6WATERPROOF 1 -~);n=~i=iriJL_ ...... WIRE CONNECTORS. I-FOR ALL SPLICES (EXCEPT FOR GROUND CONNECTION), QUANTITY AS REQUIRED. SECTION VIEW-N.T.S. ()toffl 2001 Sl'flO"ol)' It .brloi.,,, R. VALVE SHOWN OFFSET IN BOX FOR CLARITY, SEE CONTROL VAL VE DETAIL FOR RCV INSTALLATION REQUIREMENTS --------/lt---#10 AWG BARE GROUND WIRE TO THE GROUNDING PLATE USE DBR-6 WIRE CONNECTOR SEE LEGEND FOR CONDUIT REQUIREMENTS FOR THE "TWO-WIRE PATH". SEE LEGEND FOR "TWO-WIRE PATH" WIRE AND JACKET SPECIFICATION. TWO-WIRE PATH, WITH JACKET AND IN CONDUIT IF SPECIFIED IN LEGEND SEE DRAWINGS AND LEGEND FOR DECODER TYPE REQUIRED FOR EACH RCV OR GROUP OF RCV'S. CD DECODER FOR MULTIPLE RCVS ® NOTES: 1. ;HrnE SlcAll BE NO FllTINGS OR CONNECTIONS BET/IECN llfE METER AND 0ACKFLDW ASSEWBL Y. 2. ~ONSWJCJ 2'. HIG~RETIJN[i!G ~~NIER' awM 1N's/)tff1i'8W 4:1 CR GREAlIR SI.OPE. OP~N END (i' 3 ~H~~ BE ATiCl1),HIU s10 or r4 _I~,. _r4'1 i . P~·~o 2 HDRijON AL v ':'.I C A,AN B littN w. ANO BAC LO PREvEN . 1 _ __J'i.,--_(?=JZ)Q~f'.-)t::I:~ 3. DO NOT Nbl~LfiJN AREA MAX ---@ SliBJ[Cl T DING. It MIN. J5" MAX. 2 .l6" IUX I M ' TYPE !ARD OR 1 Y?E L HAR COPFl;:R OR BRASS R!S · R C)PP 8RASSiio· ELBOW sm.bEILJOlNTS oiiiR";;lH6i:r,ra'.'iA°'Di"'o0,"1rn''"""""S,,-t----"----l 4 cor~P[R D.~ GRASS NIFPLE .....---~a§A& UNJON. 1-:::i;::::jr::::·~"r&r'RiD 7'ieA~C"'K"'-cCo"-w"c'"rn,=-cN""rrm:RCC<"'S'"':•r:::''"MB"'L"V.-------+-------I f-t!ONC -TE l1iRUST 3l.() K ~--+ -1 .. ~_J!. X QY D1srn1cT'.,,------------+----➔ BACKFLOW DEVICE r---------FINISHED GRADE IN TURF AREAS _J PLASTIC 10" ROUND VALVE BOX WITH T-COVER ~ AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. _, HEAT BRAND "QCV" ONTO LID. PVC MAINLINE-~ SEE LEGEND AND SPECIFICATIONS 3" ~!!ffl~~--FINISHED GRADE IN SHRUB AREAS ,--\\~'IF-!ffi.----QUICK COUPLING VALVE, SEE LEGEND FOR BRAND AND MODEL ,---jf,ail',#.IL----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH 11------LANDSCAPE FABRIC TO oc. ~ COVER BOTTOM AND ALL SIDES OF VALVE BOX :<"!-----BRICK SUPPORTS, 3 REQUIRED ~--------LASCO SNAP-LOK PVC SWING JOINT W/ MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR 3/4" QCV USE MODEL G13T-310 1" QCV USE MODEL G13S·310 1------'f---SCH 80 PVC SxSxT TEE FITTING, '--------7r-7f--L. ___ J-~ MAINLINE x QCV INLET SIZE ---------REBAR STAKES, 112" DIAMETER x SECTION VIEW-N.T.S. 24" LONG, TWO REQUIRED NOTE: /Dal~ 2001 ~ I AsoollM, l'IC. USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. ® QUICK COUPLER VAL VE .-------FINISH GRADE IN TURF AREAS .----PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND 'BS' ONTO LID. --TIT: .. llijll" --1 ~~ffi: 4" MIN. :ITE:clTT= I ==TTT=IT FLOW 'k--- PVC MAINLINE FROM BACKFLOW DEVICE OR WATER METER AS REQ. LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY 314" CRUSHED GRAVEL,--~ ~:.-.--FINISHED GRADE IN SHRUB AREAS ~-PVC MAINLIE TO MASTER CONTROL VALVE OR OTHER EQUIPMENT AS REQUIRED ~---BRICK SUPPORTS, 4 REQUIRED ~-------LANDSCAPE FABRIC TO 4" MINIMUM DEPTH SECTION VIEW -N.T.S. COVER BOTTOM AND ALL SIDES OF VALVE BOX NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DD NOT CUT BOX, USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. (TYP. BOTH SIDES) 0 BASKET STRAINER r------FINISH GRADE IN TURF AREAS I PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV'' ONTO LID. PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH BO PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED LASCO #896 PVC UN ION ""---FINISHED GRADE IN SHRUB AREAS -l\1c±li',ma;.-----24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS ,,J1i~~~rl"JJ:Ji:i___!lL__ .. _ PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS AND SPECIFICATIONS ,--BRICK SUPPORTS, 4 REQUIRED CONTROL WIRES TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND '-------3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH '-------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX '------ELECTRIC MASTER CONTROL .-----FINISH GRADE IN TURF AREAS r---PLASTIC RECTANGULAR VALVE BOX WITH T-COVER Ai'.ID CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. "---10 PIPE DIA .. ----1 PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN 10 PIPE DIA. UP STREAM AND 5 PIPE DIA. DOWN STREAM OF SENSOR 3/4" CRUSHED GRAVEL,---~ 4" MINIMUM DEPTH FINISHED GRADE IN SHRUB AREAS PVC MAINLINE TO RCVS PIPE PER PLANS AND SPECS. ~---BRICK SUPPORTS, 4 REQUIRED '-------CONTROL WIRES TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND '------FLOW SENSOR, SEE LEGEND LANDSCAPE FABRIC TO---~ COVER BOTTOM AND ALL SECTION VIEW-NTS. FOR BRAND, MODEL AND SIZE SIDES OF VALVE BOX REVISIONS: SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY SECTION VIEW -N.T.S. VALVE, SEE LEGEND FOR TYPE NOTE: NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. © MASTER CONTROL VAL VE -----FINISH GRADE IN TURF AREAS --PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND USE STANDARD BOX OPENINGS ' CAPTIVE STAINLESS STEEL BOLT AND LDC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV'' AND CONTROL STATION# ONTO LID. FINISHED GRADE IN SHRUB AREAS \lloj-j;:;;i:i:l;;;;--24" WIRE LOOPS AND 3M DBY-6 WATERPROOF WIRE CONNECTORS ~---"'---r-,.~scH. 80 PVC SLIP 90 DEGREE ELL FOR PIPE, DO NOTCUTBOX ""'-'"'i''~{IJ=i~~f<"Q-""'..:...,::; "'-"~rl'~"'="'°" ~ SCH. 40 PVC PIPE OR SCH. 80 T.O.E. NIPPLE WITH D.I. SERVICE TEE ~ TAPE WIRES TO PIPE BRICK SUPPORTS, 4REQUIRED LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL VALVE, SEE LEGEND FOR TYPE SCH. 80 PVC SLIP TEE OR LEEMCO DUCTILE IRON BBT SERVICE TEE FOR USE ON BELL AND GASKET MAINLINE PIPE SPARE CONTROL WIRE, LOOP--~ 48" LENGTH INTO EACH RCV BOX '-----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH '-------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SECTION VIEW-N.T.S. SIDES OF VALVE BOX @ REMOTE CONTROL VAL VE USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. @ FLOW SENSOR LEAVE A 1M {3') LENGTH OF-~ SLACK "TWO-WIRE PATH" IN THE BOX TO ALLOW THE WIRE CONNECTIONS TO BE REMOVED FROM BOX FOR MAINTENANCE ~ __ l3LUE (em BLUE RED ----WHEN USING AN ICD-100 DECODER, HEAT BRAND "ICD" ONTO THE VALVE BOX COVER. ---HUNTER DECODER (ICD-100). WHERE INDICATED ON THE DRAWINGS, ROUTE THE GROUND WIRE TOA GROUNDING PLATE AS SHOWN rn BACK IAC ----tt-----BLACK COLORED WIRE PAIR, CONNECT TO RCV CONTROL WIRES 1~--1+----3M DBY-6 WATERPROOF WIRE CONNECTORS, FOR ALL SPLICES (EXCEPT FOR GROUND CONNECTION), L~J~~~~,]L_ ...... QUANTITY AS REQUIRED. VALVE SHOWN OFFSET ::::.....1--,!h....-----' IN BOX FOR CLARITY, SEE CONTROL VALVE DETAIL FOR RCV INSTALLATION REQUIREMENTS ~-#10 AWG BARE GROUND WIRE TO THE GROUNDING PLATE, USE DBR-6 WIRE CONNECTOR SECTION VIEW-N.T.S. ' ,,_.,., .. ,.,-.,"' '-TWO-WIRE PATH, WITH NOTE: JACKET AND IN CONDUIT SEE DRAWINGS AND LEGEND FOR DECODER TYPE REQUIRED FOR EACH RCV. IF SPECIFIED IN LEGEND SEE LEGEND FOR 'TWO-WIRE PATH" WIRE AND JACKET SPECIFICATION SEE LEGEND FOR CONDUIT REQUIREMENTS FOR THE "TWO-WIRE PATH". @ DECODER FOR A SINGLE RCV , 0 , • 0 " < 0 " w z ~ ' u ' ~ , , < " ' w ~ " 0 u w " - ' u " < w -0 .c 12... " ~ < u ., 0 : _, " ~ .. ::, "C C IRRIGATION DETAILS L2-4 12... .. V) ...I 10SA20TK10 sweeney + associates IRRIGATION DESIGN ANLl CQNSUJ.. TING California 3873D Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461 6830p 951.461.68501 email@sweeneyassoc.com WWW, sween eyassoc. com Murrlete, California Austin, Texas· Ft Lauderdale, Florida APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT" ~ TITLE C/'INC../f'~ JNSPECTDR ~ • 0 0 ~ ~ -~ I • -0 0 • ' -~ " N ' • ~ " • ~ E ·G A • ~ D A ~ ~ D g r. u • • ~ 0 ~ ~ A ll iS • ~ ~ m DATE DATE 1- w U') (!) z s: <C 0::: 0 0 0:::: 0 0 w 0::: -~ ~ 0 I .. ~ N ai -e ~ r. .. .. .. ~ I ~ ~ N ai -e • ' 0 ~ ~ 1----+---+--------------+----+-----+----+----I ~ c ITX~~8~ D~P1f 1~TBAD ~ ~L:::AN;:D~S:::;C:'.,A_;P~E:::;P~LAN=::;::;::S=F~O:::;R~: ========-'====: DATE NITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APP,~OVAL HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED PLANNING OWN BY: __ _ CHKD BY:_~~ RV'w'D BY, PROJECT NO. SDP 05-14 DRAWING NO. 468-JL ::::::::.::=====:::J ..1<-----1M (3')----, SECTION VIEW-N.T.S. t)"'~ ZW7 S....., l '-<lob, ho, 1M (3') ·.J..---1A PAIGE ELECTRIC #182201 GROUNDING PLATE WITH A 100mm (4") X 900mm (36") COPPER PLATE PRE-CONNECTED TO 3M (10') OF #10 AWG BARE COPPER GROUND WIRE, INSTALL GROUNDING PLATE ALIGNED PERPENDICULAR TO THE TWO WIRE PATH .·.--------@----PAIGE ELECTRIC #1820058 "POWER SET" CONTACT ENHANCEMENT MATERIAL, APPLY ·. 20kg (50 POUNDS) MATERIAL TO IMMEDIATE AREA SURROUNDING GROUNDING PLATE ,._,;-#10 AWG BARE COPPER GROUND WIRE 3M (10') LONG ~-------SINGLE VALVE DECODER, HUNTER ICD-100 ~------3M DBR-6 WATERPROOF WIRE CONNECTOR FOR GROUND WIRE .--HUNTER#ID1PUR, #14AWG TWISTED TWO WIRE PATH IN A PURPLE P.E. JACKET INSTALLED WITHIN A 30mm (11/4") SCH, 40 PVC CONDUIT TWO VALVE DECODER, ICD-200, INSTALL WITH LOWER SEQUENCE RCV CONDUIT BETWEEN VALVE BOXES, TYPICAL DBY-6 WATERPROOF WIRE CONNECTOR, TYP. L1M (3')}--~,''f=H~~~ ICC PLAN VIEW-N.T.S. ~~100/S-'ll)'lA=ioi:ltll,llc. INSTAUL RCVS WITH 2, 4 AND 6 STATION DECODERS IN A SIMILAR MANNER FOR RCV AND BOX ASSEMBLY SEE SEPARATE DETAILS TWO WIRE PATH INSTALLED IN 30mm (11/4') CONDUIT--~E:~%jJJ!) IRRIGATION MAINL!NE----7' '--------11..~~~-----i:,~~.d=i!,___-%;;~......!;;-;;;;;;I)-------' ONE RCV AND AN ICD-100 DECODER TWO RCVS AND AN ICD-200 DECODER @ DECODER GROUNDING USING A COPPER GROUND PLATE AND PLAN VIEW INSTALLATION • ,I ' '• C 4 . . ' : ... .' ' . .. ·. . ·: SAND BACKFILL COMPACTED TD THE DENSITY OF EXISTING SOIL PAVING ~IRMl)U---FINISH GRADE -_J1-.-1,...1:_1--RECYCLED WATER WARNING TAPE [2) ONE IMMEDIATELY ABOVE AND ONE L 111 12" ABOVE RCW MAINLINE SECTION VIEW-N.T.S. (i)r.,:,p,trijrt 2007 Soci:Y.J 4 koo<iolct liic. DIMENSION A B C LATERAL LINES, SEE SPECS. RECYCLED WATER WARNING TAPE (2) CONTROL WIRES, SEE SPECS. UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS 112"T02-1/2" INSIZE 18" 12" 4" 3" TO 5-112" IN SIZE 24" 4" ® PIPE INSTALLATION ~--. -FINISH GRADE ~mWrnWJ11illmillrnillrnillrnill1 1 1illrnill1 1 1h l/ / 1_11 ////l!lmlllm!!l/ I /l//ml /I,, ,I//,,,// lmJ 1 /,, ,/ r rn m m 111 r 3" WIDE METALLIC MARKER TAPE =111111 illl I lilll I lilll I lill=1 I o,-----"ALERTLINE"PURPL£LATERALNDN-PRESSURE -I= = = = ! RECLAIMED WATER PIPE FROM IRRIGATION HEAD =m1 111=111=111=/""'!!!!!!1'"' TO IRRIGATION HEAD, WHENEVER THE LI~ES ! 111 111 111 11 L ~I CRDSSTHEPDTABLEPIPENOSLEEVEISREQUIRED rl 11ml 11ml 11ml I m~ U . 'ALERTLINE' PURPLE COLORED PRESSURE MAINLINE PIPE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECLAIMED WATER LINES CROSS, THE RECLAIMED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET. t L ----POTABLE WATER LINE 12" ------------12" MINIMUM CLEARANCE (TYPICAL) ~---------RECLAIMED PRESSURE MAINLINE AND SLEEVE ® POTABLE MAINLINE CROSSING SECTION VIEW-N.T.S, · · LATERAL LINES -I I IN SLEEVE CONTROL WIRES I IN SLEEVE 111◄:--UNDISTURBED SOIL PRESSURE MAINLINE IN SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. CONTROL WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL SLEEVES UNDER PAVING (NON-ROADS) SHALL BE SCH. 40 PVC DIMENSION A B C D SLEEVES UNDER ROADS SHALL BE SCH. 80 PVC LESS THAN 3" IN SIZE 18" 1 B" 1 B" 4" DIMENSION A B C 3" TO 5112" IN SIZE 24" 24" 24" 4" 1 112" TO 6" IN SIZE 36" 36" 36" 6" IN SIZE AND LARGER 36" 36" 36" 4" 6" IN SIZE AND LARGER 48" 48" 48" @ SLEEVE INSTALLATION SIDEWALK:---~ ~-~--METER BOX WITH METER /24• I I 6--+----- J""' 10' MINIMUM WATER IRRIGATION MAINLINE WITH SLEEVE V RECLAIMED WATER IRRIGATION MAINLINE WITH SLEEVE -------' NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. @ POTABLE MAINLINE CROSSING D 4" 4" STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION POWER SWITCH __ _,, AND RECEPTACLE FINISHED GRADE FILL BASE OF QUICKPAD WITH PEA GRAVEL TO TOP DF BASE UNIT COMPACTED SITE SOIL 1 1/4" PVC CONDUIT/ SWEEP FDR ELECTRIC SERVICE 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ.) 1" PVC CONDUIT/SWEEP ---' FOR TELEPHONE LINE (IF REQ.) ~--DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H X 16"W X 15.5"□ ~--TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION ~-STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD, REMOVABLE FRONT PANEL NOT SHOWN PREFORMED ALUMINIUM PAD STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE ~~~~:___-1 114" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS (IF REQ.) "-._ ~3" PVC CONDUIT/SWEEP FOR "----CONTROL WIRES TO VALVES 1 1/4" PVC CONDUIT/ SWEEP FOR GROUND WIRE '---------1" PVC CONDUIT/SWEEP FOR SECTION VIEW -N.T.S, FLOW SENSDR/MCVWIRES (IF REQ.) il'lccwY' 2001 ~'ll'J' a Amci:Jta, 111. (0 CONTROLLER ENCLOSURE 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR 2112"" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 90 DEGREE ELL ---L~-1----MAINLINE PIPE :::fl f' J I 111 " :I I ', .ll------UNDISTURBED SOIL !.TT TEE SECTION VIEW-N.T.S. @iewlilkl ZWI SttRJ t /<lwciali=, nl:, ® THRUST BLOCK 10SA20TK!O NOTE: ,----------FINISHED GRADE IN TURF AREAS ~-------BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP OR "CAD WELD" IN PLACE r----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "GRD" ONTO LID. FINISHED GRADE IN SHRUB AREAS r-----1\i!,!,!fi~tt----518" X 96" COPPER CLAD GROUND ·111-ffi_: ROD INSTALLED INTO COMPACTED ffi T[! SITE SOIL PRIOR TO SETTING BOX Jl=:'ffi~ NATIVE OR UNDISTURBED SITE SOIL FILL 112 OF VALVE BOX WITH COMPACTED SITE SOIL BRICK SUPPORTS, 3 REQUIRED SECTION VIEW -N.T.S. II)cop:llli,,t 2ilOJ ~. l.,s:icalll, 1111. GROUND ROD INST ALL TION 1------LOWVOLTAGE WIRES, 3 MAXIMUM ~-----WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE ~=ll="iFr=------CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 111------POLY TUBE PRE-FILLED WITH WATERPROOF GEL ,---LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCDTCHLOK ELECTRICAL SPRING CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 1/2" DF THE 11,"bb INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR TIMST CONNECTOR ONTO WIRES TO SEAT FIRMLY SECTION VIEW-NTS. ~~2007S.OO'q'l/.;so:iJIO!,~ SCOTCHLOK CONNECTOR AND IMRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BEA 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL TUBE SHALL BE SUPPLIED PRE FILLED WITH GEL DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. @ WIRE CONNECTION IRRIGATION DETAILS L2-5 sweeney + associates IRRIGATION DESIGN ANO CONSUL TING S+a California REVISIONS: <r:: p., VJ Q ~ E--, ~ QO~ ~ VJ - p:i ~ ~ ~ E--, ~ z~ <r:: 0 ~ U ~ u~ z µ., Q oZ~ E--, <r:: ~ ~o~ 53 0 u z u • w □ • < D " w " z Q ' 0 , ~ z z < a • ' " ~ • a u w " " 0 • < -" 0.: .. 0 .c a.. " :,,:: < u ., 0 : _, " 0.: .. :) -0 a.. ., V) -' • ' ~ ' '8 0 " ~ ' "' '! ' Q "' " 0 ~ " ~ • " 0 ~ ' ' ' ' ~ " j ~ rn ~ ~ N 38730 Sky Canyon Drive, Suite C APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE Murrieta, CA 92563 951.461.6830p 951.461.6850f email@sweeneyassoc.com VIINW. sween eya ssoc.com Murrieta, Callrornla Austin, Texas· Ft Lauderdale, Florida REVJE\,/fD BY, l'"t.;( \ Lr, l:.tl..b:\r INSPECTOR ~6 CITY OF CARLSBAD 1---+---+-----------------+---+--t---t----J ~ PLANNING DEPARTMENT 1-----J----1-------------------+---+---+---+----I 1---+---+-----------------+---+---t---t----J LANDSCAPE PLANS FOR: APPROVED PLANNING HILTON CARLSBAD OCEANFRONT RESORT & SPA 1-- w Cf) (9 z 3: <( c::: 0 Cl c::: 0 0 w 0::: ~ ~ ~ ~ C C I ~ ~ ~ ~ I ro a s ~ ~ ro e rn ' ~ E 0 ' ,. a • ~ " ~ I ' M ~ M iS N ~ ;;; ~ e ~ • ' 0 " ~ DATE I INI IIAL ENGINEER OF WORK DA lE INITIAL DA lE INITIAL DW~ BY: __ _ CHKD BY: __ _ PROJ~CT NO. DRAWING NO. REVISION DESCRIPTIO\J OTHER APPROVAL CITY APPROVAL RV\,/D BY, SOP 05-14 468-3L STREET SURFACE POTABLE WATER MAINLINE MINIMUM REQUIRED VERTICAL SEPARATION 7 RECLAIMED WATER IRRIGATION / MAINLINE IN SLEEVE ~ NOTE: ~ ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTOBER 1993. 3.5" 12" ® POTABLE SERVICE LINE CROSSING ,---IRRIGATION MAINLINE, BELLAND GASKET TYPE PIPE, SEE LEGEND FOR SPECIFICATION. COUPLING SHOWN LEEMCO------.. DUCTILE IRON ~ PUSH-ON FITTING ,< (TEE, 90 ELL OR 45 ELL) I==='. LEEMCO LH-SERIES JOINT RESTRAINT ~ -:,:~ c Iii' :i'li:i !:!: ~\ r,rl PIPE INTO FITTING ---~ "LA "'--LEEMCO LB-SERIES JOINT RESTRAINT SECTION VIEW· N.T.S. USE JOINT RESTRAINTS ON ALL BELL AND GASKET MAINLINE PIPE USE THRUST BLOCKS ON ALL SOLVENT WELD MAINLINE PIPE USE LB SERIES RESTRAINTS FOR BELL AND GASKET JOINTS USE LH SERIES RESTRAINTS FOR PVC PIPE TO LEEMCO FITTINGS INCLUDING 45 ELLS, 90 ELLS, MAINLINE TEES, AND VALVE STUB OUTS USE TWO LH SERIES RESTRAINTS AND TWO TIE-BARS FOR PUSH ON GATE VALVES, SEE LEEMCO RECOMMENDATIONS USE TWO LMJ SERIES RESTRAINTS (CONSISITING OF ONE LH SERIES RESTRAINT AND TWO MJ-LK LINKS) FOR FLANGED GATE VALVES USE TWO LMJ SERIES RESTRAINTS (CONSISITING OF ONE LH SERIES RESTRAINT AND TWO MJ-LK LINKS) FOR FLANGED BUTTERFLY VALVES SIZE OF RESTRAINT TO BE AS PER PIPE AND FITTING USED ® PIPE RESTRAINTS ' ' . 9" 'CAUTIO RECLAIMED WATER' SED FOR IRRIGATION DO NOT DRINK r _')\, --~,,_, 1. .., . , , , °K'< .... C ... UID-Al!!!!!DO~----..~ , AGUA RECLAMADA ~ UNICAMENTE PARA REGAR PROHIBO TOMAR " ~ r----..._ ,.-;-,.. NOTE: _I/ '------v 1. TWO MINIMUM PER SITE _JV.- ' DESIGN NOTES: ,. ·IJJ 11 IJll~ .. < ~~-~ni;' 2 ;, , , ll 11 111n "' "' . ' ~ p 3 d ·=1· ' ' ~1· -·I 1- ' ' ' ,. :1 I 'd· I ' , , 1. 2' SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETEFOOTER 4. 9"x14"x118" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS , , @ RECYCLED WATER "DO NOT DRINK" SIGN Table shows the number of adjacent joints to restrain Pipe Bends Step Reduction Dead Gate Size 11 22 45 90 1 2 3 End Valve 2" 2.5" 1 3" 1 4" 1 1 1 2 1 6" 1 1 2 2 3 8" 1 1 2 3 3 10" 1 2 1 2 3 4 2 12" 1 2 2 2 3 4 2 14" 1 3 2 3 3 4 NIA 16" 1 3 2 3 4 5 N/A Table shows the minimum restraint length in feet Pipe Bends Step Reduction Dead Gate Size 11 22 45 90 1 2 3 End Valve 2" 1 1 2 6 19 10 2.5" 1 2 4 9 4 23 12 3" 2 3 6 11 8 10 30 15 4" 2 4 9 20 14 20 31 45 23 6" 3 6 13 29 30 40 53 64 31 8" 4 8 15 38 33 55 63 75 38 1 D" 5 9 19 45 31 56 75 96 48 12" 5 10 21 53 54 58 79 112 56 14'' 6 11 14 58 30 70 74 118 58 16" 6 13 27 65 30 54 90 130 65 ROOF EDGE ~ ,------------------3/8" DIA PEA GRAVEL SUMP (MIN. 1/2 CU. FT.) .---------------PVC SCH, 40 SOLVENT WELD FITTINGS .--------------MAINLINE -- I ,-----------BALL VALVE WITH 3/4" FEMALE THREAD I ,.,, ~ Llf-1'-----H---3/4" x 1/4" BRASS THREADED REVISIONS: AIJTOMATIG RAIN SENSOR ., ~~ -II~~ BUSHING WITH 1/4" CAPPED OUTLET ~ 0.. HUNTER HINI-GLIK ~ L I / ~ n NOTE, ~ '-I ,__ __ PURPLE COLOR VALVE BOX AND LID. (SEE SPECS) ;. ''----+t----MAINLINE, 1 ~ SEE PLANS FOR SIZE I -BRICK SUPPORTS ON I•-~ COMPACTED UNDISTURBED _ SUBGRADE (MIN. OF FOUR PER BOX) '---------------PVC SCH. 40 SOLVENT \/VELD FITTINGS VJ. Q ~ ~ I- QO~ UJ Cf) CJ , FOR GOHPLETE INSTALLATION INSTRUGTiONS, SEE INSTRUCTIONS ENGLOSEDY'llTH THE HUNTER MINI-GL:K. PLAN VIEW· N.TS. ~ VJ. ~ B3 ~ 0 z o2 f-; µ., -~ 0 SOLAR SYNC SENSOR '-------1/2" PVC ELL (SxT) -!---------AMENDED BACKFILL '---------------ROOT BALL OF PALM SECTION VIEW -N.T.S. 0 DEEP WELL BUBBLER ® CROSS CONNECTION TEST STATION ~-------ROOT BALL OF TREE ~---BUBBLER HEADS PER LEGEND ', ,,-.. .... ,• · .. ~:.? ~~ \: .... > !·, .. ~· :_·-:,. AND AS SHO\M'-J ABOVE. INSTALL TWO (2) BUBBLER HEADS PER PALM TREE J,f;:I~2~-~, ~ ~)JI .. :. ~~-:· ,~" V\ ' 0 .·:\: :: PVC LATERAL LINE PIPE \, :'-'.. ;~,.(-i":}':·::-:,',,J: .. ::,.c-:.,•_:-.'< •,: •:':'~SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS PLAN VIEW -NT.S. IRRIGATION DETAILS L2-6 z~ ~ 0 ~ U r:i::: u~ Z r.r.., Cl oZ~ f-; ~ ffi ~ ~ ~ ~8u z u . " w 0 • < 0 . • • " z Q . ' 0 z . ~ z z < u • ' w ~ • 0 ,. u w a . ' u • < 0 :;; Cl. 0 :,0:: < u " 0 : ...I 0 °' "' :::, u C Cl. "' V') ..J " ' ~ • ·o 0 ' ~ ' M ·, • A ~ ' 0 ~ " "' • ' 0 ~ <( 0::: 0 0 0:: 0 (..) UJ 0::: M ~ "' 0 ~ I 0 ~ ~ ~ M I ru • ~ a, fil 0 ~ ~ N © m ~ ~ • ' e ' " ra ~ 0 ~ ~ 0 ~ r, u ~ m w "' ; I M ~ M ru • M iS N -I m ~ e m • ' 0 " ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUlLT" ~OSA2DTK1D sweeney + associates lf'tl'UGATJON DES!Gi'.I AND CONSUL TINC California 38730 Sky Canyon Drive, Suite C Murrieta, CA 92563 951.461,6830 p · 951.481 6850 f ema il@swee neyasscc. com IN'.~rw.swee.1eyassoc,com MJrrleta, Callfomla · Austin, Texas· Ft. Lauderdale, Florida REVIE\./ED BY1 j1.5,l I Y::· ~ Le;,'\r INSPECT[R P1-/o6 /, I 3 DATE f---+--+-------------+-----t-----t------t-----1 ~ CITXANS~ D~P1~~~TBAD W ~L=A;N:;::D:;S:;CA~P~E:::::::;P;L=A;N:;S=F;O;::;R~: ============-'==== HILTON CARLSBAD OCEANFRONT RESORT & SPA t---+---t--------------------i---.---,·---t----1 f----+---+--------------------1---.----i----------- APPROVED -i-~-1? 1----+---+------------------t---i----1··--+---PLANNING DATE DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION OWN BY: __ _ DATE INlllAL DATE INITIAL CHKD BY: __ _ OTHCR APPROVAL CITY APPROVAL RV\./D BY1 PROJECT NO. SOP 05-14 DRAWING NO. 468-JL - I I. LI ,' i I }JX I / / • I • .. i • I I I ; -I I I I = !. I. \ \ ' • I \ I I = • • ' • ' \ I ' \ • I / • I / / \ I / I I -_,_ ,.,I';~~/ , , , , , , , , • .. ,.'f L o, ~·· -.. ... J~~ r :,_; I ' I ' ' NOTES: 1. 2. 3. 4. 5. PROVIDE ROCK MULCH 3" DEPTH IN ALL COURTYARD PLANTING AREAS PROVIDE BARK MULCH 3" DEPTH IN ALL OTHER PLANTING AREAS PROVIDE POSITIVE DRAINAGE (2% GRADE) AT ALL PLANTING AREAS ADJACENT TO BUILDING PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND PER SOILS REPORT; SITE DRAIN LOCATIONS PER CIVIL DRAWINGS ROOT BARRIER PROVIDED FOR ALL TREES WITHIN 5' OF PUBLIC SIDEWALK .. ,-.~-.......... , _- ff .. .. • .. .. .. .. . . . . . . . .. .. .. " . . . . .. --~.. . .. . -. -. --. .. .. .. . .. .. . .. .. . . .. .. . . .. . . -. . .. .. .. .. .. .. " .. . .. .. -..................... __ J;.,., .. . . . .. . .. . .. . .. .. .. .. .. .. .. .. .. " .. . . .. . .. . .. .. .. . . . .. -. . . .. . . .. . . .. .. .. .. . .. .. . .. . .. . . . .. . . .. . . . . . . .. .. .. . . " .. .. .. . . .. . . . .. . .. .. .. .. .. .. .. .. . .. .. . . . .. .. . .. .. .. . . . .. . .. . . . . .. .. . . .. .. . .. . .. .. . .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. . .. .. .. .. .. . . . .. . .. . . .. .. .. . .. . .. .. . . . . .. . .. . .. .. .. .. .. . .. . .. . .. .. . .. .. .. . .. .. . . . . .. .. .. .. .. .. ,,..J +x . . . . . . . . . . ~~~~ ............ •.•.•.•.•.• .... •._ ~~~~ :~--~~T~~ .. .. .. .. . .. .. .. . .. .. ::.-: . .. . .. . . . . . .. . :.•:: f-l'~& .. . . .. . . . ... .. . . I :: =-_(____ " I 6. 7. B. 9. SOIL TESTS TO BE COMPLETED PRIOR TO PLANTING SLOPE PLANTING REQUIREMENTS PER PLANTING LEGEND L3-2 NO TREE OR SHRUB PLANTINGS OVER 30" IN HEIGHT SHALL OCCUR WITHIN SIGHT CORRIDOR AREAS. REFER TO L1-0 FOR LOCATIONS OF UNDERGROUND UTILITY EASEMENTS IN PUBLIC R.O.W. ALONG CARLSBAD BLVD. NO TREES/PALMS SHALL BE LOCATED WITHIN THESE UTILITY EASEMENTS. TREES ALLOWED IN APPROVED LOCATIONS ONLY AS SHOWN. ... I I I I I u ---------I J <) ··.· .. · ,•· .. ·. . . . . . . ~-~;--· .·.· _,.,--,;,.·, <) <) l J l .,,,.,.,.,v,;,;,;,,;,v-9,, "1'1' 'il''l'V 7'1' ' I I -I :---1 --t--r ~---1---r- " ' ·--+ j __ J_j__. l : : ·. . ~ 0 1 -~-r~ --+--t---1-- ----'1----1----l-- • ' @] NOTE: PLANTING TO BE REPLACED TO MATCH EXISTING; SEE CIVIL PLAN FOR EXTENT OF IMPROVEMENTS KEY PLAN NOTE: ALL TREES ARE LOCATED OUTSIDE OF REQUIRED DISTANCE OFFSET TO ALL UNDERGROUND UTILITIES. MELALEUCA AND CYPRESS TREES TO BE LOCATED A MINIMUM OF 5' AND 30', RESPECllVEL Y, FROM SEWER FORCEMAINS PER DIRECTION OF LEUCADIA WASTEWATER DISTRICT. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. TREE LOCATIONS SHALL BE FLAGGED FOR LWD REVIEW, INSPECTION, AND CONCURRENCE WITH THIS PLAN PRIOR TO FINAL PLANTING. _.-:-,;:':s<'"_-~ "' DATE INITIAL 20' REVISIONS: ~ A.. r./'J a \ ~ Ii ~ ~ A::: I-ao~ ,I I i I · w i --+---+--- 1 i Cl) ~ CZ) ...... CQ gz ~ ! I Oi 0 I I . NOTE: HYDROSEED COVER CROP IN MEDIAN. SEE CIVIL DRAWINGS 468-3 FOR LIMIT OF IMPROVEMENTS NOTE: SEE SHEET L3-2 FOR PLANTING LEGEND PLANTING PLAN L3-1A APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPETTDR II AS (9 ~ ~ ~ z ~ z :J <( ~o~ 0:::: U A::: u~ 0 z µ..., 0 0 oZ~ 0:::: ~~~ 0 ~ r:i:l ...J (.) ~u~ w Ou 0:::: • 0 w u 0 ~ ~ • ~ 0 < 0 w I • 0 ~ • • • ~ rl " u • I ro ,. a • ~ ,; 0 0 z • 0 rl rl Q • 0 N e < • m ' ~ u 0 • ~ z ·~ " e • t 0 ~ z A 0 ~ ~ z ~ 0 ~ • 0 ~ u ~ a 0 m w I • ~ w 0 " " ~ " ' " ro • ~ iS ro ~ u • • 8 0 ,; ' rl ~ • e ~ u 0 u 0 0 " i ~ u • • 0 ~ -~ a, N " 0) ~ -"' Cl)< .. 0 -ts O CO o .a> m " 000 C C>O O a, CD • • 00: :J: 0 a:; CC) ., Ne~~ w -~ ca !;!? !;!? NC/)IDCO u 00: ., -0 .c a.. u ~ ~ < u ., 0 a. .. .... u 00: ., ::) 'C C a.. "' V) -' BUIL T11 DATE DATE ~ CITY OF CARLSBAD ~ 8 PLANNING DEPARTMENT 4 LANDSCAPE PLANS FOR: HILTON CARLSBAD OCEANFRONT RESORT & SPA APPROVED It.:::~ (;(· Li I ..;.tr 't-~·lt; PLANN'.NG ')ATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVw'D BY, SDP 05-14 468-3L TREES TO BE MAINTAINED TO ACHIEVE 8' MIN. CANOPY HEIGHT - ;:;1;.J::J _, .J:.J _J !JJ'!.L ~~JJ _J_J_J_J _j_j_j '(' lJ j ... • SIGHT CORRIDOR PER CAL TRANS, TYP. SEE NOTE #8 T .. L3,.1C --- \)';PT~P~b~~DCl_.J!!a~rii:;;;,mtllll;;;;;:.HJC;c:_,.,~'~;;.";;"";;;."';;;""";;;ll'~·~@.1~~~ ,;~¢;'~~1:i > ' _ _JJ L ~ ,,-- DJ[~ -----------~ ' ' ' i \ ' NOTES: 1. PROVIDE ROCK MULCH 3" DEPTH IN ALL COURTYARD PLANTING AREAS 2. PROVIDE BARK MULCH 3" DEPTH IN ALL OTHER PLANTING AREAS 3. PROVIDE POSITIVE DRAINAGE (2% GRADE) AT ALL PLANTING AREAS ADJACENT TO BUILDING 4. PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND PER SOILS REPORT; SITE DRAIN LOCATIONS PER CIVIL DRAWINGS 5. ROOT BARRIER PROVIDED FOR ALL TREES ~THIN 5' OF PUBLIC SIDEWALK 6. SOIL TESTS TO BE COMPLETED PRIOR TO PLANTING 7. SLOPE PLANTING REQUIREMENTS PER PLANTING LEGEND L3-2 8. NO TREE OR SHRUB PLANTINGS DVER 30" IN HEIGHT SHALL OCCUR WITHIN SIGHT CORRIDOR AREAS. 9. REFER TO L1-0 FOR LOCATIONS OF UNDERGROUND UTILITY EASEMENTS IN PUBLIC R.O.W. ALONG CARLSBAD BLVD. NO TREES/PALMS SHALL BE LOCATED WITHIN THESE UTILITY EASEMENTS. TIREES ALLOWED IN APPROVED LOCATIONS DNL Y AS SHOWN. \ \ \ \ \ \ \ \ I +x ' \ •, ' ' ----. ·;t~t) RI _: --~ \cY~c-'~\ Ul ,, ,~ \r \, --~--\ '~ ' __.,-.> \_\ 0 ,----'"-'"-,------------, RETAINING WALL AND GUARDRAIL SCREEN PER CIVIL ENGINEER. VINES SHOWN ALONG NORTH FACE OF WALL FDR CLARITY ONLY; ACTUAL ' LDCA TION OF VINE PLANTING WOULD BE ALONG SOUTH FACE OF WALL. ' \ \ \ . .--- NOTE: SEE SHEET L3-2 FOR PLANTING LEGEND PLANTING PLAN ___ , / L3-18 11 AS REVISIONS: <r: ~ VJ Q ~ E-; ~ I- Q O -< w Cl) <r: VJ >-< o:l ~ ~ (!) ~~~ z ~ z >-< <r: 0 ~ <( 0::: U ~ u~ 0 Z µ., Cl 0 0 z -< 0::: E-; <r: ~ 0 ~o~ 0 w ~Ou 0::: 2 0 • C ~ ~ " ~ 0 < C w I • 0 ' • w " ] ~ " w I "' 0 • 0 a/ 0 , • , ~ ~ ~ ~ ' "' e '-• m 0 ' ~ • ~ , • E ·; " ~ • i 0 ~ 2 A ~ ' , • 0 ' • J ~ u ' m w ' ~ ; I " ~ " ' -" "' " w ~ s "' ~ • ' • a/ 0 i 0 ~ §, c m u w ' ' c 0 " " , u " • IX "' w --0 IX a, -0 -"' ll.. 0 ~ ~ .., u a, 0 C. .. .... 0 ,:.: "' ::::, ,, " ll.. .. V) _, DATE KEY PLAN 5' APPROVED FOR PLANTII\G AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "I ·,,_:,-.[ "5'1, ,. i\;~ 1 1~,---_-: __ -~~:Q ~ 9 CITY OF CARLSBAD fSHms1 4 --~ ~ PLANNING DEPARTMENT ~ .~~--= --_ _,,.,, I 1-----+----+----------------------l----+-----l------l-----cl ~~;;;:~~::::;:~:;;~~~=::::=:=:::=::::::::::::::===:::...::===:::; !e'll'~n,;';;, "''-------.• __ -, LANDSCAPE PLANS FDR: -·:::----==,----11, ~""~}r __ --~.-_-if)IS HILTON CARLSBAD ' \ y ,__. \~ -=&~~~x,-~"-"' --;;a'::\-''~,"' ~ i------t-------t-------------+----+----+---t-------1 OCEANFRONT RESORT & SPA _.-;::,~-;_,,.··' 1-----'-----+---------------------+----+-----l-----!-----cl ~~:=::====,=========~ APPROVED l-<i:3-~, l;:;!1-ofr -z, ~ .1:.; PLANN:NG JATE N. T.S. DATE INITIAL ENGINEER OF WORK REVISION DFSCR:PTION OWN BY: PROJECT NO. DRAWING ND. DATE INITIAL DATE INITIAL CHKD BY: SDP 05-14 468-3L OTHER A'PR□VAL CITY APPROVAL RV\.ID BY, ' i ! ' ' _,,_ I / I i . I / / , / NOTES: 1. PROVIDE ROCK MULCH 3" DEPTH IN ALL COURTYARD PLANTING AREAS PROVIDE BARK MULCH 3" DEPTH IN ALL OlllER PLANTING AREAS 2. 3. 4. 5. 6. 7. B. 9. / PROVIDE POSITIVE DRAINAGE (2% GRADE) AT ALL PLANTING AREAS ADJACENT TO BUILDING PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND PER SOILS REPORT; SITE DRAIN LOCATIONS PER CIVIL DRAWINGS ROOT BARRIER PROVIDED FOR ALL TREES WlllllN 5' OF PUBLIC SIDEWALK SOIL TESTS TO BE COMPLETED PRIOR TO PLANTING SLOPE PLANTING REQUIREMENTS PER PLANTING LEGEND L3-2 NO TREE OR SHRUB PLANTINGS OVER 30" IN HEIGHT SHALL OCCUR WITHIN SIGHT CORRIDOR AREAS. REFER TO L1-0 FOR LOCATIONS OF UNDERGROUND UTILITY EASEMENTS IN PUBLIC R.0.W. ALONG CARLSBAD BLVD. NO TREES/PALMS SHALL BE LOCATED WITillN TilESE UTILITY EASEMENTS. TREES ALLOWED IN APPROVED LOCATIONS ONLY AS SHOWN. / / // .,,...-" / II ; / ,./ :,,.\: '•--. /'/.,/,,, I I . / . ' > I / / / / ;' ' ' / I \\ + \. ,x \ , ! I 111 I I I I _, ·1 I _J -, .. '-...,_ -,,'-·,, '·- I I I j I I r SIG CORRIDJ)R· -Rt'STRICTION ~RE/le A CQJ'lNER/INTERSECJ:ION;· TYP . ...---- €' NOTE #8 .. . :/ ---· .r --,,.,- __ _.,...-_-•• 0 + X +x --------- a C a ' o" CONTRACTOR TO USE EXTREME CAUTION WHEN EX CAVA TING Tl1IS AREA BELOW PARKING GARAGE FIRE AND DOMESTIC WATER UTILITY STRUCTURES LOCATED PER STANDARD REQUIREMENTS AND SCREENOC:D WITH PLANTING a ::lJ ... LJ_J_J_J_J . . - --DGDGGD \_ ~-BIORETENTION AREA VINES LOCATED AT BUILDING COLUMNS )( + TREES IN MEDIAN TO BE MAINTAINED TO ACHIEVE 8' MIN. CANOPY HEIGHT, TYP. + )( NOTE: SEE SHEET L3-2 FOR PLANTING LEGEND ■ ,,,.-.,.,. __ .,, I"~~ I I I I -I 7 3: I !.,, I> I ,., -t . 10 -%! .)ri ' -, ,:::: IZ1' ' m .,, ....•. J ,.1 "' -:. m Jm ,' "' ,, I :t m m -I ..• -- I I ' r - REVISIONS: <I'.'. ~ VJ. Q ~ r---~ Q O ~ <I'.'. VJ ~ B3 ~ 0 ~ r---µ. z~ <I'.'. 0 ~ U ~ u~ z µ.. ('.:) oZ~ r---<r:: B3 ~ Cil P2 ::Bu ~ Ou < 0 ~ ~ ll.. z 0 • w p " 0 " w a z ' 0 z z z < - ' w • , > u w a , u • < "' " .. - " ~ < u ., 0 ...I Cl! Q, '" " "' :) 'C ll.. • • -.! 0 0 ' ' < " "' ·; • A "' " 0 ~ ~ ~ • • 0 ~ I-w (/) (.!) z ~ <C 0::: 0 0 0:::: 0 (.) w 0::: ~ ITT 0 m I 0 0 ~ -'" I N • -'ij; 0 ' --' N 0 • m -~ ' • ! ' ~ ~ i 0 ~ ~ 0 ~ ~ u ~ m 0 ITT 0 I '" "' '" N • '" B N ~ " m -• 0 ~ -• " ~ ~ --------------MATCHLINE, SEE SHEET L3-1A ----L3-1C V) .... FIRE, DOMESTIC, RECYCLED WATER UTILITY STRUCTURES LOCATED PER STANDARD REQUIREMENTS; STRUCTURES TO BE SCREENED WITH PLANTING TO MAXIMUM ALLOWED HEIGHT PER SIGHT LINE RESTRICTIONS KEY PLAN ~~ :~ ~~i' .-:: -· ' . .,[t, N.T.S. 15' 5• DATE INITIAL ENGINEER OF WORK 20' PLANTING PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BUILT 11 DATE Rl V JE\s/ED BY, 11«\ Lr, t.-l\~t INSPECTOR DATE [sHml ~ CITY OF CARLSBAD ~ ~ )ATE INITIAL DATE INITIAL REVISION DESCRIPTION CITY APPROVAL LANDSCAPE PLANNING DWN BY: PLA'I\JING DEPARTM[NT PLANS FOR: HILTON CARLSBAD OCEANFRONT RESORT & SPA PROJECT NO. CHKD BY: __ _ SOP 05-14 RV\s/D BY, DRAWING NO. 468-3L 'I \ NOTES: . . -,,. ,. . __ . -.--; I \ " \ \ ' ' ' \ \ \ ' ' \ ' \ \ \ 1. PROVIDE ROCK MULCH 3" DEPT17 IN ALL COURTYARD PLANTING AREAS 2. PROVIDE BARK MULCH 3" DEPTH IN ALL OT17ER PLANTING AREAS 3. PROVIDE POSITIVE DRAINAGE (2% GR ) ADJACENT TO BUILDING ADE AT ALL PLANTING AREAS 4• :~~~I~~ ~LNtTPER DRAINS AT ALL PLANTING AREAS ADJACENT TO DRAWINGS ER SOILS REPORT; SITE DRAIN LOCATIONS PER CIVIL 5. ROOT BARRIER PROVIDED FOR ALL TREES WITHIN 5' OF PUBLIC SIDEWALK 6. SOIL TESTS TO BE COMPLETED PRIOR TO PLANTING 7. SLOPE PLANTING REQUIREMENTS PER PLANTING LEGEND L3-2 B. NO TREE OR SHRUB PLANTINGS OVER 30" IN HEIGHT SHALL OCCUR Wln"IN SIGHT CORRIDOR AREAS. , n \ \ \ \ \ \ \ KEY PLAN ( \ \ \ \ \ ' ' ' I \ ' --~,.,., I~---\ \_.., \ \ ' \ ' \ ' \ \ \ DATE INITlAL ENGINEER OF WORK ' \ ' ' \ \ \ ' I ' \ 20' ' \ \ \ I \ ' ' ' \ -- (f ~;'· } {. tl ii ; . , --,- \ I ' ' I I t.i ' I / / I / / ' i ! NOTE: SEE SHEET L3-2 FOR PLANTING LEGEND I I ' ' I I ,, I I I / ' ' ) ' j ' i ' ' ' I ' i ' I ' ! I I REVISIONS: 2 0 • " 0 • < 0 • w z ~ -.. 0 z ~ 2 z • " ' -.. w ~ • 0 e u e r 0 • • c.: .. w --u c.: ., -0 .c Cl.. u ~ :,0:: < u ., 0 Q. " ...J " c.: " ::::) 'C PLANTING PLAN L3-1D Cl., C .. V) -' APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE ' LOCATION OF PLANTING AREAS. [sHml ~ 11 AS BUILT" ~~- INSPECTOR CITY OF CARLSBAD ?LANNING DEPARTMENT LANDSCAPE PLANS FOR: APPROVFO PLANNING HILTON CARLSBAD OCEANFRONT RESORT & SPA 1--tv~ I &:-~1-.,,ft • • ~ • ·o 0 • ~ " ... s • " ... " 0 ~ .,, "' • • 0 ~ ~ 0 ~ ~ I • 8 ' @ " • m ~ • e ~ " 0 " ~ 0 ~ ... 0 m ~ ; " ... N • s § ~ DATE DATE 1- UJ (/'J (!) z s: <( 0::: 0 0 0::: 0 u UJ O:'.: ~ ~ ~ 0 I ~ " N " ~ ~ ~ ~ ... ~ ~ ~ ~ I " " N " ~ ~ • 0 0 .,, "' [sHITf5l ~ t-'C>•I"> DATE DATE INITIAL DATE INITIAL DWN BY: PROJ~CT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: OTHER APPROVAL CITY APPROVAL RV\./D BY, SOP 05-14 468-3L - SYMBOL 8 -@) @) @ @ @ @ @ 0 □ •• • PLANT LEGEND SYMBOL •--+---XX" 0- -- --..... --0--41/1- \ ~ .,j • _j_~~- © SHRUBS/GROUNDCOVERS ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' BACCHARIS P. 'PIGEON POINT' BUXUS MICROPHYLLA JAPONICA CAMELLIA X BUTTERMINT CARISSA MACROCARPA CEANOTHUS 'JOYCE COULTER' CEANOTHUS G, H. 'YANKEE POINT' CHONDROPETALUM TECTORUM CISTUS X HYBRIDUS HETEROMELES ARBUTIFOLIA JUNIPERUS SABINA 'SCANDIA' LIGUSTRUM JAPONICUM 'TEXANUM' TREES COMMON NAME ARBUTUS MARINA NCN ARGUTUS UNEDO STRAWBERRY TREE BRAHEA ARMATA MEXICAN BLUE PALM or CHAMAEROPS HUMILIS 'ARGENTEA' BLUE MEDITERRANEAN FAN PALM CUPRESSUSMACROCARPA LEPTOSPERMUM LAEVIGATUM MELALEUCA NESOPHILA MELALEUCA QUINQUENERVIA METROSIDEIROS EXCELSUS OLEA EUROPAEA 'SWAN HILL' PHOENIX DACTYLIFERA PINUS HALEPENSIS PLATANUS RACEMOSA WASHINGTONIA FILIBUSTA YUCCA GLORIOSA MONTEREY CYPRESS AUSTRALIAN TEA TREE Pl NK MELALEUCA CAJEPUT TREE NEW ZEALAND CHRISTMAS TREE SWAN HILL OLIVE DATE PALM ALEPPO PINE CALIFORNIA SYCAMORE flLIBUSTA FAN PALM SPANISH DAGGER COMMON NAME CONTAINER SIZE MCMINN MANZANITA 5 GAL DWARF COYOTE BRUSH 1 GAL JAPANESE BOXWOOD 5 GAL BUTTERMINT CAMELLIA 15 GAL 'GREEN CARPET' OR 'HORIZONTALIS' 1 GAL JOYCE COULTER CEANOTHUS 5 GAL YANKEE POINT CEANOTHUS 1 GAL SMALL CAPE RUSH 5 GAL WHITE ROCKROSE 5 GAL TOYDN 15 GAL SCANDIA JUNIPER 5 GAL WAXLEAF PRIVET 15 GAL FORM ST AN DARD (7) MULTI (2) MULTI MULTI MULTI STANDARD STANDARD MULTI STANDARD STANDARD LOW BRANCH MULTI 0.C. SPACING 5' 3' 2' 4' 5' 3• 611 B' 5' 2' 6" CONTAINER SIZE 48" BOX 48" BOX (14) 36" BOX (2) 5' BTH 5' BTH 72" BOX 48" BOX 24" BOX 36" BOX 24" BOX 36" BOX (14) 48" BOX (13) 20'+30' BTH 36" BOX 36" BOX (3) 24" BOX (3) 15 GAL (4) 18' BTH 4' BTH MATURE SIZE 5' H 6' W 2'HX5'W 4'-6' H X 4' W 6' H X 4' W 1'H X 4'W 5' H X 10' W 2'-3' H X 6' W 3' H X 3'-4' W 4' H X 5' W 12' H X 12' W 2' H X 8' W 6'-8' H X 4'-6' W MATURE SIZE 4D'HX40'W 15'HX15'W 2D'H X 12'W 15'XB'W 60'HX 60' W 20' HX 2D' \IV 2D'HX 25' W 35' H X 25' W 30' H X 30' \IV 30'HX30'W 80' H X 35' \IV 5D'HX30'W 75' HX50'W 60'H X 1 S'W 10'H X 5' \IV QUANTITY 25 5,D7D 106 13 50 123 652 20 202 35 173 16 QUANTITY 9 16 11 11 2 28 17 27 27 12 40 10 12 12 PAVING OFFSET 36" 2' 2' 2' 5' 4' 2' 2'-6" 6' 4' 21-611 SYMBOL SUCCULENTS/OTHER COMMON NAME AEON I UM ARBOREUM 'A TROPURPUREUM' PURPLE AEON I UM 0 AEONIUM DECORUM GREEN PINWHEEL ., AEONIUM HAWORTHII PINWHEEL -,@~----,AA1e.;s,A'<l'olf"E'-'f'BltLl:tUEHF'tL-f<Alt,t,JEE'''---------B1BLUE FLAME Af:AIIE @ AGAVE DESMETTIANA 'VARIEGATA' DWARF CENTURY PLANT @ AGAVE GUIENGOLA GUIENGOLA AGAVE 8) AGAVE VILMORINIANA OCTOPUS AGAVE @ • lffilm @ SYMBOL SYMBOL ALOE 'BLUE ELF' BLUE ELF ALOE ALOE PUCA TILLIS FAN ALOE ALOE STRIA TA CORAL ALOE BEAUCARNEA RECURVATA PONYTAIL "PALM" BULBINE FRUTESCENS 'HALLMARK' ORANGE BULBINE DICKSONIA ANTARCTICA DIOON EDULE ECHEVERIA MIX 70% DERENBERGII, 30% DOMINGO KALANCHOE THRYSIFLORA TASMANIAN TREE FERN CYCAD/NO COMMON NAME MIX OF ECHEVERIA TYPES PADDLE PLANT PROTASPARAGUS DENSIFLORUS 'MYERS' MYERS ASPARAGUS SENECIO SERPENS SENECIO CYLINDRICUS WOODWARDIA FIMBRIATA VINES CL YTOSTOMA CALLISTEGIOIDES DISTICTIS 'RIVERS' FICUS PUMILA HARDENBERGIA VIOLACEA 'HAPPY WANDERER' HEDERA HELIX 'NEEDLEPOINT' JASMINUM OFFICINALE ROSA 'ICEBERG' CLIMBER COASTAL HYDROSEED MIX (13,457 SF) BLUE CHALKSTICKS NARROW-LEAF CHALKSTICKS GIANT CHAIN FERN COMMON NAME LAVENDER TRUMPET VINE RED TRUMPET VINE CREEPING FIG LILAC VINE NEEDLEPOINT IVY POET'S JASMINE CLIMBING ICEBERG ROSE COMMON NAME YARROW CONTAINER SIZE 1 GAL 1 GAL 1 GAL 5 8AL 5 GAL. 15 GAL 15 GAL 1 GAL 15 GAL 5 GAL 24" BOX 1 GAL 15 GAL 15 GAL FLATS 1 GAL. 1 GAL 6" POT 6" POT 5 GALLON CONTAINER SIZE 5 GAL 5 GAL 1 GAL 5 GAL 5 GAL 5 GAL 15 GAL PURE LIVE SEED LBS/ACRE O.C. SPACING 2' 1' 1' 3' 5' 4' 1' AS SHOWN 2' AS SHOWN AS SHOWN AS SHOWN 1' 1' 1'-6" 2' 2' 2' O.C. SPACING AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN HYDROSEED NOTE: MATURE SIZE 3'HX2'W 1' H X 1 '-2' W 1'-2' H X 1'-2' W 2'IlX2'J''h' 2'-3' H X 3'-4' W 3'HX5'W 4'HX4'W 1-2' H X 1-2' W 4'-8' H X 4'-6' W 2' H X 2' W 12'H X 6'W 18" H X 2' W 15' H X 6' W 3' H X 5' W NA 18"HX18"W 18"HX2'W 1' H X 3' W 18" H 3'-4' W 4'HX3'W MATURE SIZE QUANTITY 26 32 58 131 17 28 7 209 4 39 9 29 7 7 356 52 111 578 100 279 QUANTITY 6 26 30 5 12 7 1 PAVING OFFSET 18" 18" 18" 2' 2'-6" 36" 2'-6"' 12" 3' 12· 4' 2' 4' 3' 6" 6" 12" 18" 2' 1· PAVING OFFSET REVISIONS: z " 1- w Cl) (9 z ~ <( a::: 0 0 a::: 0 (_) w a::: METROSIDEIRBS l(ERM,~BEDDmlS 'TAI llfl' TAHt'FTII--MMEETRTR€0lfSa!ID*E't1IR<fOlfS,--------is,-.esiAA!c-L--------.'31'-' -------'22-,44-''-li+I ➔~f-33'--' -111',1-' -----,21€91-------11-''➔9""-- ACHILLEA MILLEFOLOIUM AGROSTIS PALLENS CAMISSONIA CHEIRANTHIFOLIA ESCHSCHOLZIA CALIFORNICA LOTUS SCOPARIUS SD NATIVE BENTGRASS BEACH EVENING PRIMROSE CALIFORNIA POPPY DEERWEED 1.50 4.00 3.00 2.00 4.00 3.00 4.00 3.50 5.00 5.00 2.00 1.30 1.00 1.20 THE FOLLOWING MATERIALS ARE TO BE UTILIZED AS PART OF THE HYDROSEEDING SLURRY: PHILODENDRON X 'XANADU' PITTOSPORUM TOBIRA 'VARIEGATA' RAPHIOLEPIS UMBELLATA RHAMNUS CALIFORNICA 'EVE CASE' RHAMNUS CALIFORNICA 'LITTLE SUR' RHUS INTEGRIFOLIA ROSA 'ICEBERG' ROSMARINUS OFFICINALIS 'COLLINGWOOD INGRAHAM' XANADU DWARF PHILODENDRON 5 GAL MOCK ORANGE 5 GAL INDIAN HAWTHORN 5 GAL 'EVE CASE' COFFEEBERRY 5 GAL 'LITTLE SUR' COFFEEBERRY 5 GAL LEMONADEBERRY 5 GAL ICEBERG SHRUB ROSE 5 GAL COLLINGWOOD INGRAHAM ROSEMARY 5 GAL 3' 4' 3' 6" 4' 3' 8' PER PLAN 3'-6" 3' H X 3' W 5' H X 5' W 5' H X 5' W 5' H X 5' W 3'HX3'W 5'-10' H X 10' W 4'-6' H X 3'-5' W 3'HX4'W 110 143 89 584 78 21 168 86 n'.~;;:::·:1 ROSMARINUS PROSTRATUS '!RENE' PROSTRATE ROSEMARY FLATS 2' 0.C. 1' X 4' 1,131 2' 3' 2'-6" 2'-6" 1'-6" 6' 2' 2' SYMBOL LUPINUS BICOLOR MELICA IMPERFECTA MUHLENBERGIA MICROSPERMA NASSELLA PULCHRA NASSELLA LEPIDA PENSTEMON CENTRANTHIFOLIA PHACELIA RAMOSISSIMA SISYRINCHIUM BELLUM SOLANUM DOUGLASII OTHER PYGMY LUPINE COAST RANGE MELIC LlffiESEED MUHL Y PURPLE NEEDLEGRASS FOOTHILL NEEDLEGRASS SCARLET BUGLER BRANCHING PHACELIA BLUE EYED GRASS DOUGLASS' NIGHTSHADE CON WED 1000 WOOD FIBER MULCH HYDROPOST'"PREMIUM COMPOST ECOLOGY CONTROLS M-BINDER/TACK BIOSOL MIX 7-2-3 ORGANIC FERTILIZER AM 120 MYCORRHIZAL INOCULUM 1500 LBS/ACRE 1000 LBS/ACRE 150 LBS/ACR 1,000 LBS/ACRE 60 LBS/ACRE ~t,10S C~,oe s~URLO~<I" ct ' 1'c>X ,,. '£, ---------------------------------------,~:~c@; ... ~~ LJ TURF ST, AUGUSTINE GRASS SOD ' -s a , J ~ -@l-----\\',\IF(-SST'FfR?lllt>l1~6illl*A--lF=rR1tUHTlflO~O>SS*A------~•1,1i.,1,oRR1t'<lll*tlAS--lLcHISilll+11TF-' ---------S5--JS'l,Al+L~. ------3'3''-------cl?,I-' .. 41,'-' -1-1-1-1 ~x--f~•w11---9;2BA--------9z~· - SOIL TEST NOTE: 07/31/14 ,. ROOTBARRIER SOIL TESTING SHALL OCCUR AFTER ROUGH GRADING. SOIL TEST • Ron'°al •~~ * SHALL BE PERFORMED BY A SOIL TESTING LABORATORY TO PE J'_,,_ -J---/,9 / /°? "' SYMBOL 0 @ @) rnlfil E2TI Q) NOTES: PERENNIALS/ GRASSES Alsl60ZAlffl 105 'FIERY SUJ,SEf' ANGIOZANTHDS SP CAREX TUMICOLA DIETES GRANDIFLORA EPILOBIUM CANUM 'CATALINA' ERIGERON KARVINSKIANUS ERIOGONUM VAR. RUBESCENS FESTUCA RUBRA 'MOLATE BLUE' FESTUCA GLAUCA FESTUCA MAREI HESPERALOE PARVIFOLIA IVA HAYESIANA JUNCUS PATENS LEYMUS CONDENSATUS 'CANYON PRINCE' LIMONIUM PEREZII LIRIOPE MUSCARI 'BIG BLUE' RUSSELIA EQUISETIFORMIS SESLERIA AUTUMNALIS COMMON NAME CONTAINER SIZE FIERY SUl,SEf KAIo6AROO PAW 5 6AL KANGAROO PAW (YLW-ORG BLOOM) 1 GAL BERKELEY SEDGE 6" POT FORTNIGHT LILY 1 GAL CATALINA FUCHSIA 5 GAL SANTA BARBARA DAISY 1 GAL RED BUCKWHEAT 5 GAL MOLATE RED FESCUE FLATS BLUE FESCUE FLATS ATLAS FESCUE 1 GAL RED YUCCA 5 GAL SAN DIEGO MARSH ELDER 5 GAL CALIFORNIA GRAY RUSH 1 GAL CANYON PRINCE WILD RYE 5 GAL. SEA LAVENDER 5 GAL BIG BLUE LILY TURF 1 GAL CORAL FOUNTAIN 1 GAL AUTUMN MOOR GRASS 1 GAL NOTES CONTINUED: O.C. SPACING 2' 1' 2' 4' 2' 5' 1' 9" 2' 3' 3' 1' 6" 3' 1' 6" 12" 3' 6" 1' MATURE SIZE J' 5' l I X 2' 3' W 3'-5' H X 2'-3' W 1B" H X 18" W 3' H X 2' W 2'-3' H X 4' W 1B"HX3'W 2' H X 6' W 18"HX18"W 1'HX1'W 3-4' H X 2-3' W 3' H X 3' W 3' H X 5' W 2' H X 2' W 3'-4' H X 3' W 2' H X 3' W 1'HX15"W 4' H X 4' W 18" H X 2' W QUANTITY 24 15,183 580 55 38 45 22,547 1,222 2,241 12 1,027 798 1,188 126 1,460 11 3,990 1. NO SHRUB PLANTINGS OVER 30" IN HEIGHT SHALL OCCUR WITHIN SIGHT LINE RESTRICTION AREAS 5. PROVIDE POSITIVE DRAINAGE (2% GRADE) AT ALL PLANTING AREAS ADJACENT TO BUILDING 2. LANDSCAPE MAINTENANCE WILL BE ll-lE RESPONSIBILITY OF THE RESORT OWNER WITH THE EXCEPTION OF ll-lE CARLSBAD BLVD. MEDIAN, WHICH WILL BE ll-lE RESPONSIBILITY OF ll-lE CITY OF CARLSBAD 3. PROVIDE ROCK MULCH 3" DEPTH IN ALL COURTYARD PLANTING AREAS 4. PROVIDE ECO MULCH 3" DEPTH IN ALL OTHER PLANTING AREAS 6. PROVIDE PLANTER DRAINS AT ALL PLANTING AREAS ADJACENT TO BUILDING AND PER SOILS REPORT; SITE DRAIN LOCATIONS PER CIVIL DRAWINGS 7. ROOT BARRIER PROVIDED FOR ALL TREES WITHIN 5' OF PUBLIC SIDEWALK 8. SOIL TESTS TO BE COMPLETED PRIOR TO PLAN TING PAVING OFFSET 12· 9" 12" 3' 3' 9" 6" 18' 24" 2•-5• 12" 18" PROPERTY LINE PRE-APPRVED BY THE CITY. SOIL TEST SHALL INDICATE BUT NOT ctr Dm, ~" BE LIMITED TO THE FOLLOWING: eo ~r--c-•---\.l~c,'1-LIMIT OF WORK A. ORGANIC MATTER CONTENT ~ + X B. N,P,K SOIL TEST LOCATION C. pH D. EC PERCOLATION TEST LOCATION E. SOIL TEXTURE (SILT, CLAY, SAND) SLOPE REQUIREMENTS SLOPES 6:1 OR STEEPER REQUIRING EROSION CONlROL fJEASURES AS SPEC/FlED I-IEREI~ SHAl.1 BE TREA"TED WITH OIIIE OR MORE Of lHE FOLLOWING PLANllNG STANDARDS: STANDARD f1 -COVER CROP/1<:~NFORCED STRAW MATTING: COi/ER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERldlNATlNG AND FAST COVERING GRASSES. CLOVERS. AND/OR WILDFLOWERS. SUBMIT THE SPECIFlC SEED MIX FOR CllY APPROVAL PRIOR TO APPUCAllDN, THE CO\IER CROP SHALL BE APPLIED AT A RATE AND MANNER SUffiCIQ,,IT TO PRO\IJDE 90-" CO\IERAGE WITHIN THIRTY (30) DAYS. TYPE Of REINFORCED STRAW MATTING SHAtL BE AS APPROVED BV THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY 1HE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANllNG OCCURS 8Ern£EN AUGUST 15 AND APRIL 15, Tl£ COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED TrlE RE]JAINDER OF THE YEAR. STANDARD #2 -GROUND COVER: ONE HUNDRED PERCENT (100X) Of THE AREA SfiAU. BE PLANlED Willi A. GROUND COVER KNO~ TO HAVE E>'.CELIJ::NT SOIL BINDING CHARACTERIS"TlCS (PLANTED FROM A MIN. SIZ! CF FLATTED MATERIAL Ar-ID SPACED TO PROVIDE FULL COVERA3E WJ"TI,IN ONE VEAR. STANDARD f3 -LOW SHRUBS: F. ECOMMENDATIONS FOR AMENDMENTS, LEACHING, MAINTENANCE PLANTING LEGEND L3-2 "' "' w - -0 "' <D --0 :;; Cl.. 0 ~ -,: u .. 0 ~ ...I u "' .. :) ... Cl.. : V) ..J LOW SPREADING WOODY SHRUBS (PLANTED FROM A. MINIMUM OF 2-3/4-.UNERS) SHAU. COVER A MINll,WM Of SEVENTY PERCENT (70") Of' THE SLOPE FACE (AT MA lURE SIZE), STANDARD f4 -TREES AND/OR LARGE SHRUBS: APPROVED FOR PLANTING AND IRRIGATION ONLY, IKCLUDING PRECISE LOCATION OF PLANTING AREAS. II AS BLIL T 11 TREES Ar-ID/OR SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RAlE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 2.) SLOPES 6: 1 OR STEEPER AND: A) 3' OR LESS IN \'ERTICAL HEIGHT AND ARE 4DJACENT TO PUBLIC WALKS OR STREETS B) .3' TO 8' IN VERTICAL HEIGHT R£QUIRE STANDARDS 11,2.3 c) IN EXCESS CF e' IN VER"TlCAL HEIGHT REQUIRE STANDARDS f1,2,3,4 REQUIRE AT MINIMUM SID f1 ~~ 2.)ARE:AS GRADED FLATTER THAN 6:1 REQUIRE STANDARD f1 W11H TEMPORARY IRRIGATION WHEN A) SHEET GRADED PADS NOT SCHEDULED FOR IMPRO\IEMENTS WITHIN 6 MONTI-IS OF B) A POTENTIAL EROSION PROBLEM AS DETERMINED B'i THE CITY THEY HA'w'E ONE OR l.iORE OF 1HE FOLLOWING CONDITIONS: COMPLE"TlDN OF ROUGH GRADING REV:E'w'ED BY, C) IDENTIFlED B'i T11E CITY AS HIGl-l.Y VISIBLE AREAS TO THE PUBLIC OR HAv'E SPECIAL TREE LOCATION REQUIREMENTS CONDITIONS Tl-lAT WARRANT IMMEDIAlE TREATh!ENT 1-1-::{'\ c..r-W Ld/:: lNSPECTDR DATE DATE 6" 18" NO"TE: AU. TREES ARE TO BE LOCATED OUTSIDE OF REQUIRED DISTANCE OFF"SET TO All. UNDERGROUND UTILITIES. REQUIRED MINIMUM OFFSET rnoi-t SE~ FORCEMAJNS SHALL BE 5' FOR MELAL.EUCA AND 30' FOR CYPRESS TREES, PER DIRE:CTION B'i lLUCADIA WASTEWATER 01sm1cT. CONTRACTOR TO VERIFY LOCATION OF All. UTILITIES PRIOR TO CONSTRUCTION, AND TO FL.AG fORCEMAINS, MELALEUCA AND CYPRESS LOCATIONS FOR L\m REVIEW, INSPECTION, AND CONCURRENCE WITH 11-11S Pu\N IMMEDIAlELY PRECEDING FlNAL PLANTING. l---+--+-------------+---+----t--+------1 I SH4~2ET I CITY OF CARLSBAD ~4 PLANNING DEPARTMENT ~ ~L=A:;N:;::D:;SC:;A~P~E;:::::_:P;L::;:A;N~S=F;O;R;:=: ::::::::==:==::::=:=:::::==='----'===~ 1' NO nEUJ CHANGES SHAU. BE MADE WITI-IIN 30' OF LWD FACILITIES WITHOUT REVIEW AND APPROVAL OF LWI>.. NOTES CONTINUED: 10, SEE CIVIL DRAWINGS FOR EXTENT OF IMPROVEMENTS ON CARLSBAD BLVD. AND PONTO DRIVE SOUTH OF HOTEL. ASSUME STREETSCAPE AND EROSION CONTROL PLANTING AND IRRIGATION PER CITY AND/OR COUNTY REQUIREMENTS. 11. PRIOR TO BEGINNING LANDSCAPE WORK, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT SO THAT PROJECT UTIUTY LOCATIONS MAY BE REVIEWED AND PLANTING PLANS CAN BE REVISED (IF NECESSARY) TO PROVIDE APPROPRIATE SCREENING OF STRUCTURES. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL □TcER APPROVAL CITY APPROVAL PLANNING HILTON CARLSBAD OCEANFRONT RESORT & SPA OWN BY: __ _ CHKD BY: __ _ PROJECT NO. DRAWING NO. RV\./D BY• SDP 05-14 468-3L r )( 2 X ROOTBALL DIRECTION OF PREVAILING WIND -........7 • 0,----1----, 2 -N ...-..=-t- &'-"'<--• -- ---® 2 X ROOTBALL SECTION 1. ST AND ARD TREE ..... PLAN VIEW NOTIE: 1. SLOPE BOTTOM OF TREE PIT AT 5% TO DRAIN AS SHOWN 2. REFER TO PLANTING NOTES, SECTION "PERCOLATION TIESTING AND DRAINAGE" FOR MORE INFORMATION 3. IF A PERCOLATION TEST PIT FAILS FOR ANY REASON, THE OWNER MAY ELECT TO UTILIZE AN AL TIERNATIVE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. SLOPE TO DRAIN 0---+----f 3 ~-----=', HP+ -+-----1-+----ll HP+ SLOPE TO DRAIN /'::,, DIRECTION OF PREVAILING WIND 4. PALM IN TREE GRATE 0 © 0 G) TREE AND ROOTBALL TREE STAKES PER SPECIFICATIONS TREE TIES PER SPECIFICATIONS (2) 4" DIA. AERATION/ BREATHER TUBES WITH GRATE CAPS PER SPECS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TUBE HOLLOW. ® 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTIED, © 0 ® 0 @ @ @ @ @ - FINISHED GRADE PLANT TABLETS PER SPECIFICATIONS 1 CU. FT. CRUSHED AGGREGA TIE SET ROOTBALL @ 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL. MULCH PER LEGEND AMENDED BACKFILL PER SPECIFICATIONS COMPACTED SUBGRADE ROOT BARRIER PER PLAN AND DETAIL @ ADJACENT CONCRETE PAVING PER PLAN 14 NOTIES: 1. REFER TO SPECIFICATIONS FOR ROOT BARRIER PRODUCT AND SIZE. 2. TRIM TOP OF BARRIER TO BE ½" BELOW FINISHED GRADE. 3. KEEP MULCH 4" -6" FROM TRUNK, STEMS, AND TAPER AT ROOTBALL. 4. TAPER MULCH TO 2" DEPTH AT FLATWORK. 5. IF A PERGOLA TION TEST PIT FAILS FOR ANY REASON, THE OWNER MAY ELECT TO UTILIZE AN ALTERNATIVE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. Q_J f-_J' C,;\;;!~ N \!.!):::>OU) oo [:3 Wlr _J 6. TREE INSTALLATION IN STREET MEDIAN SHALL CONFORM TO APPENDIX D, "PUBLIC PROJECT LANDSCAPE DETAILS" PORTION OF THE CARLSBAD LANDSCAPE MANUAL SCALE: 1 /2" -1' -0" -'k-----:-11 ~ ·.·_ ,_,. SECTION -=:I' 1:=__...,·-~-,-_. __ :' = , . 11 1 I! ! 11:==1 . ' =-=1 i i=! I ::cc I=! ! =l:fe::• , ···I -I I ·-·· 1-1 I I•-··-~--, I ,--' I I ::·--i_ I j-::-= ' - 1 -'-='..TT1 ._ . '. EQUAL TO TREEWELL OPENING 2 ' ti) f I-Cl i...Z Olj: :::i < I:: 8 "' )( PLAN VIEW 2 X ROOTBALL 0 • o--+----1 z ,.__-1+---l ~ --------® 12 13 ' ti) 6 SECTION l ---@ ¢=:===;=l 2 X ROOTBALL 2. TREE ON SLOPE 0 TREE OR PALM AND ROOTBALL @ SET ROOTBALL ON UNDISTURBED SUBGRADE (NOT FILL) 0 IRRIGATION HEAD PER PLAN, TYP. G) TREE GRA TIE PER PLAN ® (2)4" DIA. AERATION/ BREATHER TIUBES W/ GRATE CAPS PER SPECS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TIUBE HOLLOW. ADJACENT PAVING OR CURB PER PLAN NOT USED PLANT TABLETS PER SPECS. 1/2 CU.FT. CRUSHED AGGREGATE FINISH GRADE, 6" BELOW TOP OF GRATIE @ TREES ONLY: SET ROOTBALL @ 1 • ABOVE FINISH GRADE @ PALMS ONLY SET ROOTBALL 2" ABOVE FINISH GRADE @ MULCH PER PLAN @ AMENDED BACKFILL MIX PER SPECIFICATIONS ® TREE STAKES -(2) 12' LONG LODGEPOLE PINE TREE STAKES AT EDGE OF TREE GRA TIE OPENINGS @ TREE TIES PER SPECIFICATION 1 - I I I I I I l I I I I l I I I TREE AND ROOTBALL TREE STAKES PER SPECIFICATION TREE TIES PER SPECIFICATIONS 0 ® 0 G) (2) 4" DIA. AERATION/ BREATHER TIUBES 'MTH GRA TIE CAPS PER SPECS. WRAP PIPE IN FILTER FABRIC SOCK, KNOTTED AT THE TOP. LEAVE AERATION TIUBE HOLLOW. ® 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTED. © 0 ® FINISHED GRADE PLANT TABLETS PER SPECS. 1 CU. FT. CRUSHED AGGREGATE 0 @ @ @ SET ROOTBALL @ 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL. MULCH PER SPECIFICATIONS PLANTING MIX PER SPECIFICATIONS SLOPE BEHIND PLANT PIT SHALL BE GRADED TO A TO MAXIMUM 1: 1 SLOPE TO PREVENT SOIL SLOUGHING @ LINE OF SLOPE BEYOND/ OR EXISTING SLOPE @ RIPPED AND RECOMPACTED SUBGRADE PER SPECS. ® EXISTING SOIL NOTIES: 1. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION 2. DETAIL SHOWS A 24 GALLON TREE 3. KEEP MULCH 4"-6" AWAY FROM STEMS & TAPER @ ROOTBALL 4. TAPER MULCH TO 2• DEPTH AT FLATWORK 5. PROVIDE EROSION CONTROL FABRIC ON SLOPE BEHIND PLANTING PIT DURING ESTABLISHMENT PERIOD SCALE: 1 /2" -1 '-0" SECTION ;i PLAN SCALE: 1 /2" 1'-0" 5. ROOTBARRIER SCALE: 1" 1'-0" 0 PALM TREE PER PLAN ® FINISHED GRADE ® ROOTBALL © PLANT TABLETS PER SPECS. 0 BACKFILL MIX PER 0 1 CU.FT. CRUSHED AGGREGA TIE SPECIFICATIONS ® COMPACTED SUBGRADE G) (2) 4" DIA. AERATION/ BREATHER 0 SET ROOTBALL @ 2" ABOVE FINISH TIUBES W/ FLAT GRATE CAPS PER SPECS. WRAP PIPE IN FILTER GRADE FABRIC SOCK, KNOTTED AT THE @ TOP. LEAVE AERATION TUBE MULCH, DEPTH PER SPECS HOLLOW. NOTE: 1. REFER TO PLANTING SPECS FOR PALM TREES. 1. SLOPE BOTTOM OF TREE PIT AT 5% TO DRAIN AS SHOWN 2. REFER TO PLANTING NOTIES, SECTION "PERCOLATION TIESTING AND DRAINAGE" FOR MORE INFORMATION 3. IF A PERCOLATION TEST PIT FAILS FOR ANY REASON, THE OWNER MAY ELECT TO UTILIZE AN ALTERNATIVE DRAINAGE METHOD. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 4. KEEP MULCH 4" -6" FROM TRUNK, STEMS, AND TAPER AT ROOTBALL. 5. TAPER MULCH TO 2" DEPTH AT FLATWORK. r SLOPE TO DRAIN o~--+----f 3 ~-----'=; HP+ 10 ------------ REVISIONS: <r:: P.. r./)_ Q ~ [--; ~ Q O -< <r:: r./)_ - co ~ ~ ~ [--; iZ z~ <r:: 0 ~ U ~ u~ z ~ t=l o~~ _ _,_ ___ -I-+---{ 1 _J ;;! I:: 1&3<>60<~-H-Jnl=~= @ t3 ~ ~ Ea u < ...... PLAN VIEW HP+ SLOPE TO DRAIN <'.'.'.'.'::::, DIRECTION OF PREVAILING WIND 3. STANDARD PALM 0 ROOT BARRIER (WHERE TREE CENTER IS WITHIN 5' OF PAVING OR WALLS) ADJACENT PAVING/CURB FINISH GRADE PLAN TING AREA Al-'ENDED PLANTING SOIL COMPACTIED SUBGRADE PER GEOTECHNICAL REPORT NOTES: 1. REFER TO SPECIFICATIONS FOR ROOT BARRIER SIZE AND MANUFACTURER. 2. REFER TO PLANS FOR SPECIFIC HARDSCAPE/BARRIER RELATIONSHIPS; DETAIL IS DIAGRAMMATIC. 3. TRIM TOP OF BARRIER PER MANUFACTIURER'S DETAILS. 4. ROOT BARRIER SHALL EXTIEND A MINIMUM OF 20', CENTIERED ON TREE TRUNK 5. TREE INSTALLATION IN STREET MEDIAN SHALL CONFORM TO APPENDIX D, "PUBLIC PROJECT LANDSCAPE DETAILS" PORTION OF THE CARLSBAD LANDSCAPE MANUAL - o• o- 0:: (/J 0 (/J f-~ _J < s 1 1 /2 X ROOTBALL SECTION ---3 -2 B < Q Ou z 0 " " 0 • 0 " ' • ~ • " ·s 0 2 • ~ ' 0 ' "' z ·; ' z 0 , • SCALE: 1 /2" -1 '-0" ~ • ' " 0 • PLANTING DETAILS APPROVED FOR PLAKTIJ\G AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L3-3 ' w 1---;i • , u " ' u • < o! "' w --" o! " -0 .c a.. " ~ < u " 0 : .... " o! "' ::J u C a.. .. V) ...J "AS BUILT" REVIEv/[D BY, j-t.:--rl C1 · rjjJr INSPECTOR ~ ~ ' ' 0 ~ I- w (./) (9 z :;: <( 0::: 0 0 0::: 0 () w 0::: ;; "' 0 ~ I 0 ~ ~ " ~ I ro • " -E 0 ~ " " ru e • m ~ • ~ ·a ~ ' ~ t 0 ' ~ ~ 0 • ~ ~ u ~ m ~ "' ; I ~ • ~ ru ' ~ a ru -I ~ " e m ' s 0 ~ ~ DATE fsHEETl CITY OF CARLSBAD ~ 1---i-----l-----------------1----1----+---+----I ~L_Qj==3=='--'===P::::L:::::A:::::NN:::::l:::::N::::G=D::::E::::P::::A:::::R=T:::::ME::::N:::::T===='-'=~==4=: DATE INITIAL DAIE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE PLANS FOR: I APPROVED : PLANN:lsG DWN BY: CHKD BY; RVv/D BY, HILTON CARLSBAD OCEANFRONT RESORT & SPA 11:J: / k· ~Ldi\: PROJECT NO. SOP 05-14 -z_,g._1~1 DATE DRAWING NO. 468-3L 12 1:-1-- \ I \ I \ I ' Cl wz ww ""' w Ul --' '!! ,-"'z ~ :s "- \ ' I I ~ -~--+- I \ I I '\ I '\ I '\ \ I \ I * ~ --~--- \ I I \ I \ I '\ I }Ii\ ,,\ ; I \ \ I I ' ' I I I \ I \ PLAN VIEW EQUAL ... g I_,_. .....,···l 12 .. . . , ' .. . 7 · It ; ·1 4 VARIES SEE PLANT LEGEND -@ 1 2 VARIES SEE PLANT LEGEND VARIES SEE PLANT LEGEND 10 ·1=1: ~1···~1··1=··1 . . . . . . . .. --'-;-';''' =1.1 .... SECTION AT SLOPE PLANTING 1. GROUNDCOVER PLANTING 2 X ROOTBALL SECTION 0 0 G) 0 ® © 0 © ® @ @ @ SHRUB SET ROOTBALL CROWN 1" ABOVE FINISH GRADE, AT EXISTING SLOPE LEVEL. 0 SLOPE BEHIND PLANT PIT SHALL BE GRADED TO A TO MAXIMUM 1: 1 SLOPE TO PREVENT SOIL G) 0 ® © 4" HIGH EARTH BERM @ EDGE OF PLANT PIT, FIRMLY COMPACTED. FINISH GRADE PLANT TABLETS PER SPECS. PLANTING BACK FILL MIX PER SPECIFICATIONS 4. SHRUB ON SLOPE SLOUGHING LINE OF SLOPE BEYOND/ OR EXIS1lNG SLOPE. RIPPED AND RECOMPACTED SUBGRADE PER SPECS. MULCH PER SPECS. EXISTING SOIL GROUNDCOVER PLANT TRIANGULAR SPACING (TYP.) SPACING INDICATED PER PLAN OFFSET FROM EDGE OF PAVING. SEE PLANT LEGEND FOR OFFSET DISTANCE SET ROOTCROWN ABOVE FINISH GRADE 3" DEPTH OF MULCH PER SPECIFICATIONS ROOTBALL FINISH GRADE PLANT TABLETS PER SPECIFICATIONS ADJACENT FINISHED SURFACE PER HARDSCAPE PLAN RIPPED SUBGRADE, 30" DEPTH AMENDED SOIL, 6" DEPTH NOTE: REFER TO PLANTING SPECIFICATIONS SCALE: 1" -1'-0" NOTES: 1. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMATION 2. DETAIL SHOWS A 5 GALLON ROOTBALL 3. KEEP MULCH 4"-6" AWAY FROM STEMS & TAPER @ ROOTBALL 4. TAPER MULCH TO z• DEPTH AT FLATWORK 5. PROVIDE EROSION CONTROL FABRIC ON SLOPE BEHIND PLAN1lNG PIT DURING ESTABLISHMENT PERIOD SCALE: 1" -1 '-0" 0 WALL, COLUMN, FENCE, OR POST 0 VINE ROOTBALL G) VINE 1lE PER SPECIFICATIONS 0 SET ROOTBALL CROWN 1" ABOVE FINISH GRADE ® 3" DEPTH OF MULCH PER SPECS. © RIPPED AND RECOMPACTED SUBGRADE PER SPECS. 0 FINISH GRADE © PLANT TABLETS PER SPECS. ® PLANTING BACKFlLL MIX PER SPECS. @ EXISTING SOIL @ CONCRETE FOOTING © 9 PLAN VIEW 1 X ROOTBALL SECTION 2. VINE PLANTING NOTES: 1. REFER TO PLANTING SPECIFICATION FOR ADDITIONAL INFORMA1l0N 2. DETAIL SHOWS A 5 GALLON ROOTBALL 3. KEEP MULCH 4"-6" AWAY FROM STEMS & TAPER @ ROOTBALL 4. TAPER MULCH TO 2" AT FLATWORK 5. EXCAVATE PLANTING PIT TO TWO TIMES THE ROOTBALL, EXCEPT WHERE ADJACENT TO WAL~ COLUMN, FENCE, OR POST. _ • .,.:=:= -=:=:=:=:=:=:=:=:=:=:=~ --·---------.. -. ------------~ .... ·: .. ·.· .. :. ·················•····•······•~•••iee·~e-:----<® -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-. ---. ---. ':' ~~~~~~+--{ 3 -------~::: ----f2 ======"'----...f3 :;-: -:;,:~ :;-:~:;;:-:;;: -:;--------: - SCALE: 1" 1 '-0" 0 SOD, REFER TO PLANTING LEGEND AND SPECIFICATIONS 0 PLANTING SOIL RIPPED TO 18" DEPTH AND COMPACTED TO 85%, PER SPECIFICATIONS G) COORDINATE DEPTH OF SOD WITH FINISH GRADE TO ACHIEVE DESIRED 1• REVEAL AT EDGE OF PAVING. NOTE 1" DIMENSION IS SHOWN TO TOP OF SOD SOIL 0 FINISH GRADE ®suBGRADE EDGE, SEE DETAIL@ ©THICKENED 3 6 • ' • 11 SECTION 5. TURF AT PAVING SCALE: 1 /2" -1' -0" REVISIONS: 0 SHRUB 0 SET ROOTBALL CROWN 1" ABOVE FINISH GRADE G) FINISH GRADE 0 PLANT TABLETS PER SPECS. ® PLANTING BACKFILL MIX PER SPECS, © RIPPED AND RECOMPACTED SUBGRADE PER SPECS NOTES: 0 3" DEPTH OF MULCH PER 1. REFER TO PLANTING SPECIFICA1lON SPECS. FOR ADDITIONAL INFORMATION -<r: © ADJACENT PAVING SURFACE 2. DETAIL SHOWS A 5 GALLON ROOTBALL 0-i r./'.J ® OFFSET FROM EDGE OF PAVING. 3. KEEP MULCH 4"-6" AWAY FROM SEE PLANT LEGEND FOR OFFSET DISTANCE. STEMS & TAPER @ ROOTBALL @ EXISTING SOIL 4. TAPER MULCH TO 2" AT FLATWORK Q ~ E--, ~ I- VARIES SEE PLANT LEGEND Q O -< IJ.J Cl) -<r: r./'.J ~ (.!) B3 ~ 0 z ~ E--, fl-< ~ Z'"" -<r: 0 ~ <t.: a: U ~ u~ Cl z µ., ~ Cl 0 ~ Cl'.) a: E-~ ij 0 = u (.) IJ.J ::t Ou a: z u " w C rl • SECTION f---2 X ROOTBALL--¥ • " 0 < C • ' " 0 ' • ' • rl rl " w ' I N c ·, ' rl ;;;-0 0 z • ' rl rl ~ ~ j ru ~ • ' u ' ' " ~ ·e ' z ·; t r, ' 0 2 A ' ~ ' z ~ , ~ ' • ~ u " 3. STANDARD SHRUB SCALE: 1" -1 '-0" ~ ' " 0 • • ~ • ; I • " ~ " ' .,, N ' " PLANTING DETAILS L3-4 ' ~ • ' u w c I u • < w -" co:: " 0 .c 0.. " 0.. "' V) ...J ~ i'i N ' ~ • I • 0 rl ~ • 00 ~ ' " 0 .,, ~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I/ AS BLJIL T" ~ ~ ,,-i-/4~/'0 TITLE f'.I'-~ INSPECTOR LANDSCAPE PLANS FDR: HILTON CARLSBAD OCEANFRONT RESORT & SPA 1---1----1-------------1---+---+----+----l I APPROVED l~)j ~ t:J\..,;,1\; PLANNING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA lE INITIAL DA lE IN TIAL OTHER APPROVAL CJ IY APPROVAL OWN BY: PROJECT NO. CHKD BY: SOP 05-14 RV\/D BY, D/\TE DATE □~AW.NG NO. 468-3L