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DWG 488-3L; PD 15-06; LA COSTA TOWNE CENTER - QUINOX; 01-23
SHEET INDEX LANDSCAPE SHT# SHEET NAME LO.GO COVER SHEET 2 L0.01 NOTES & SCHEDULES 3 L 1.01 PARTIAL LANDSCAPE PLAN 4 L 1.02 PARTIAL LANDSCAPE PLAN 5 L 1.03 CONSTRUCTION DETAILS 6 L1.04 CONSTRUCTION DETAILS 7 L1.05 CONSTRUCTION DETAILS 8 L 1.06 LANDSCAPE ELEVATIONS 9 L 1.07 LANDSCAPE ELEVATIONS 10 L 1.08 LANDSCAPE ELEVATIONS 11 L2.00 RECYCLED WATER TITLE SHEET 12 L2.01 IRRIGATION LEGEND AND NOTES 13 L2.02 PARTIAL IRRIGATION PLAN 14 L2.03 PARTIAL IRRIGATION PLAN 15 L2.04 IRRIGATION DETAILS 16 L2.05 IRRIGATION DETAILS 17 L2.06 IRRIGATION DETAILS 18 L2.07 IRRIGATION DETAILS 19 L3.00 OVERALL TREE PLAN 20 L3.01 PARTIAL PLANTING PLAN 21 L3.02 PARTIAL PLANTING PLAN 22 L3.03 PLANTING DETAILS 23 L3.04 PLANTING SCHEDULE OWNER/DEVELOPER LINWOOD VENTURES 1640 5TH ST 101, SANTA MONICA ATTN: SCOTT SCHONFELD TEL: E-MAIL scott@linwoodventures.com ARCHITECT P + R ARCHITECTS 111 WEST OCEAN BLVD, 21ST FLOOR LONG BEACH CA 90802 ATTN: KRISTEN KEPNER TEL: (562) 628-8000 FAX: (562) 901-1501 E-MAIL: kristen.kepner@prarchitects.com STRUCTURAL ENGINEER M6URGROUP 6595 Riverdale St. San Diego, CA 92120 United States ATTN: DAVID KOLLASCH TEL (619) 727-4787 E-MAIL: david@mourgroup.com VICINITY MAP POINSETTIA LN. u.coSTAAI/£. J LEUCADIA BL VD PLUMBING ENGINEER SOUTH COAST ENGINEERING GROUP, INC. 5000 N. PARKWAY CALABASAS #307 CALABASAS, CA 91302 ATTN: EDGAR OCHOA TEL (818) 224-2700 FAX: (818) 224-2711 E-MAIL: eochoa@socoeng.com MECHANICAL ENGINEER SOUTH COAST ENGINEERING GROUP, INC. 5000 N. PARKWAY CALABASAS #307 CALABASAS, CA 91302 ATTN: JOHN LAZEAR TEL: (818) 224-2700 FAX: (818) 224-2711 E-MAIL: jlazear@socoeng.com ELECTRICAL ENGINEER SOOTH COAST ENGINEERING GROUP, INC. 5000 N. PARKWAY CALABASAS #307 CALABASAS, CA 91302 ATTN: TODD SCHOENHOUSE TEL (818) 224-2700 FAX: (818) 224-2711 E-MAIL: TSchoenhouse@socoeng.com PROJECT SITE 0LNS11-1AIN RO. FEB 1 8 2016 CITY OF C/\f':LSB/\D Plf\NNING DIVISION LIGHTING CONSUL TANT KAPLAN GEHRING McCARROLL ARCHITECTURAL LIGHTING 270 CORAL CIR, EL SEGUNDO, CA 90245 ATTN: JOHN MARTIN TEL: (310) 552-2191 FAX (310) 552-2192 E-MAIL: jmartin@kgmlighting.com CIVIL ENGINEER SMITH NATIONAL 8881 RESEARCH DR. JRVJNE, CA 92618 ATTN CHRIS BRATTY TEL: (949) 872-2378 E-MAIL: chris.bratty@rasmithnatlonal.com LAND GAPE ARCHITECT STUDI ONELEVEN 111 WEST OCEAN BLVD, 21ST FLOOR LONG BEACH CA 90802 ATTN: KIRK KELLER TEL: (562) 628-8000 FAX: (562) 901-1501 E-MAIL: kirk.keller@prarchitects.com CITY OF CARLSBAD BUILDING DIVISION 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 602-2719 FAX: (760) 602-8558 E-MAIL: building@carlsbadca.gov CARLSBAD FIRE DEPARTMENT 1635 FARADAY AVE. CARLSBAD, CA 92008 TEL: (760) 602-4665 FAX: (760) 602-8561 LOCATION MAP SITE NOTES A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FROM," A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSDCAPE CERTIFICATION FORM" FAX -760-944-8943 LANDSCAPE INSPECTION REQUEST PHONE LINE: 760-602-4602 ALL IRRIGATION BACKFLOW PREVENTORS SHALL BE TESTED BY A CERTIFIED TESTER COORDINATED WITH THE OLIVEHAIN WATER DISTRICT (OMWD) AND RESULTS MUST BE GIVEN TO THE CITY AND THE OLIVEHAIN MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTOR SHALL BE "SCHEDULE K HARD COPPER." AND PER OMWD SPECIFICATIONS. I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONALS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ( AND THE 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. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE P~O~C:Tl~~~~-/l--ND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: //~r DATE: 2/17/16 PREPARER 'I rv 1 "I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REGULATIONS. I UNDERSTAND THAT CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE CONSTRUCTION DRAWINGS ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL .I CERTIFY THAT THE;r~~~~--B!_§)LEREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER." BY: 1i1Vf; ! DATE: 2/17/16 / SHEET 3/ L 1.01 SHEET 13/ L2.02 SHEET 20/ L3.01 KEY PLAN SHEET 4/ L2.01-+---, SHEET 14/ L2.03 SHEET 21/ L3.02 ARC:H I TECTS 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" ftCE __ _ EXP----DA'IE REVIEWED BY: INSPECTOR DA'IE --------------------[:rll CITY ~.Nf~~BAD ILRJ p 02/08/1 JP 01/27/1 JP 1/19/1 JP BULLETIN #2 LAHIISCAPI PLAIII 101: LA COSTA TOWNE CENTER -BLDG. 7710 rno CAMINO REAL. CARLSBAD, CA 92009 FINAL PLANNING SUBMITTAL LO.DO COVER SHEET 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 12/3/15 JP 10/30/1 JP 4TH PLANNING RE-suBMITTAL I APPRo"""' '71r ---'-!----",,,.......i---,3,..,.R,.,,.D...,P.,..LA.,.,N.,.N..,IN ... G..,R,..,E,,..-S.,..,U""'B,.,.M.,,IT,,,,T,..,.A,..L___________ • ....,: ft't_:--k:,\ CJ~ fl),e1t Z•vf:.(4 :;..:;::i--:;.;,,...-+--,;;2:,.::N.;;,D,.;,P,.:;;L:,..;A;,,;,N;.;N;;,.IN;,;;G;,,;R,,;;E,.-,;;,s,:;.u=-BM"-'--'--'IT...;.T:....:A;;;..L ___ l--_-l-_---.l--_-+-_--1..,.PI.AN~~N=NG;::::::;;;;.;::::::;;==;~:::;;;;;;:::;::;:;::=::;;;:;::::;;::;;::;:;::;::;:;;::: 10/2/15 JP DA1E N1IAL ENGi & JF WORK PLANNING SUBMITTAL " : I PRo.ECT NO. I DRAWING NO. DA1E INl11AL DA1E N1IAL Q-IKD BY: KK REVISION DESCRIPTION 01IER N'Pf!INN. cm IJ PROVAL R\IWD BY: KK PD 15-08 488-31.. PAVING SCHEDULE SYMBOL DESCRIPTION COLOR/TYPE FINISH/ PATTERN SOURCE SIZE DETAIL I CONCRETE PAVING -TYPE I/ BAND SAWCUT SCORELINES SPACED AS SHOWN SIERRA 61078 DAVIS COLOR ACID ETCH -TOP CAST RETARDER GRADE #03 GRACE ARCHITECTURAL CONCRETE SEE PLAN 4&5/L 1.03 -(877) 423-6491 CONCRETE PAVING -TYPE II NATURAL GRAY ACID ETCH -TOP CAST RETARDER GRADE #03 GRACE ARCHITECTURAL CONCRETE SEE PLAN 5/L 1.03 I I I -~ ~P3~ -i-·" I SAWCUT SCORELINES SPACED AS SHOWN PORCELAIN PAVER ERGON STONE PROJECT GRAY STRUTTURATO FINISH -(877) 423-6491 1 1 EMIL AMERICA (714) 774-3645 ~0cmX120cr111/L 1.05 --~~ ------------------t-----j-----j " ·y ✓:'< ¼ VEHICULAR CONCRETE UNIT PAVERS OAK CREEK BLEND 90 DEGREES ACKERSTONE/ (951)-674-0047 6X12 7/L 1.03 ~ ~~ I HERRINGBONE NO CHAMFER 80mm , -2~2cH~~d TRUNCATED DOME PAVERS ; ADA 60 BLASTED WAUSAU PAVING ----------+-1-2X--12---+-4_/_L_1.0. s_ -· -1 1o 0 o P5 °o0 0 0 0 c 0 0 12" ADA-1 STAGGERED PATTERN (800) 388.8728 [o 0 o o o'.;_1,->,;:' ____ _ i7*~'p''"'6.:;~f;li DECORATIVE GRAVEL BEACH BUFF THOMPSON BUILDING MATERIAL 1" -2" , 4/L 1.03 ?M -Pi' (714) 998 9337 ):Y"•?·<.r •\'.ti'.V:, 1Xld.:f'iztk''6K~=;,:~-----------------~--------~---------~----------~'----' CONCRETE PAVING NOTES: 1. CONCRETE SUB-BASE REINFORCEMENT, DEPTH/ THICKNESS, PSI, CEMENT TYPE, ETC, SHALL ADHERE TO GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 2. CONTRACTOR TO PROVIDE 5'X5' MINIMUM PAVING SAMPLES OF EACH PAVING TYPE FOR REVIEW AND APPROVAL BY ARCHITECT AND OWNER PRIOR TO INSTALLATION 3. CONCRETE SEALED ISOLATION JOINTS SHALL MATCH ADJACENT CONCRETE PAVING COLOR AND TEXTURE 4. VEHICULAR CONCRETE PAVING THICKNESS AND REINFORCING SHALL ADHERE TO SOILS REPORT RECOMMENDATIONS AND CIVIL ENGINEER'S PLAN SITE FURNISHINGS SCHEDULE SYMBOL MANUFACTURER MODEL -------- 1T1 LANDSCAPE FORMS www.landscapeforms.com (818) 761-0655 Contact: Larry Casey BICILINEA 10 BIKE CAPACITY -- SIZE QTY I 60"D X 32"H X 119"L 1 FINISH --- 2" ROUND TUBE STAINLESS STEEL REMARKS ------ DIRECT EMBED SEE DETAIL 10/L1.05 ® LANDSCAPE FORMS STEELY CAN SIDE -OPENING 20" DIA X 33"H 3 STAINLESS STEEL ATTACH TO PAVING TO RENDER THEFT PROOF www.landscapeforms.com ([) (818) 761-0655 Contact: Larry Casey I MATERIALS SCHEDULE SYMBOL ! DESCRIPTION COLOR/TYPE FINISH SOURCE SIZE DETAIL MT-1 PAINTED METAL PER ARCH. PLANS PER ARCH. PLANS SEE ARCH. EXTERIOR MA TE RIALS SCHEDULE - PC-1 WALL CAP WC 34-10 SAND EDINGER MATERIALS (PRE CAST CONCRETE) DAVIS: PEBBLE #641 714-435-1636 PC-2 PRECAST CONCRETE CAP PC 01-26 SMOOTH EDINGER MATERIALS (PILASTER CAP) 714-435-1636 -- PL-1 PLASTER CEMENT P-1 SEE ARCH. EXTERIOR ) PER ARCH PLl<_NS __ MATERIALS SCHEDULE -------- WD-1 WOOD WD-1 PER ARCH. PLANS i SEE ARCH. EXTERIOR I PER ARCH. PLANS FINISH SCHEDULE I - LANDSCAPE SITE PLAN NOTES LANDSCAPE SITE PLAN SYMBOLS A ALL CIVIL INFORMATION SHOWN ON THESE PLANS IS FOR REFERENCE ONLY. REFER TO CIVIL DWGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL INFORMATION AGAINST EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REP. OR ARCHITECT OF ANY DISCREPANCIES. ~ PLANTER DRAIN ~PLANTER AREA C, D. E. F. G. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGE INCURRED DURING CONSTRUCTION. REFER TO CIVIL DEMOLITION PLAN FOR ADDITIONAL INFORMATION AND SCOPE OF SITE DEMOLITION. AT ALL EXTERIOR EXIT DOORS PROVIDE 5'-0"x5'-0" MIN. LEVEL LANDING WITH 2% MAX. SLOPE IN BOTH DIRECTIONS. CONTRACTOR TO SAW CUT AND REMOVE EXISTING PAVEMENT AS REQUIRED TO PROVIDE NEW CURB, GUTTER AND PAVEMENT, SEE CIVIL. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS NECESSARY FOR IRRIGATION DESIGN PRIOR TO INSTALLATION OF CONCRETE PAVING. ~ ALIGNMENT + CENTERPOINT E.J. EXPANSION JOINT F.O.B. FACE OF BUILDING PAVING SYMBOLS SYMBOL ------- DESCRIPTION SEALED !SOLA TION JOINT DOWELED EXPANSION JOINT CONTROL COLD JOINT PAVING EDGE SCORE JOINT H. ALL FORMS AND ALIGNMENT OF HARDSCAPE ITEMS SHALL BE INSPECTED AND APPROVED BY THE ARCHITECT PRIOR TO POURING. (CONTRACTOR SHALL NOTIFY ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO THE INSPECTION.) LIGHTING SYMBOLS I. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. J. ALL CONSTRUCTION AND INSTALLATION OF LANDSCAPE ITEMS SHALL BE PER LOCAL CODES AND ORDINANCES. K. ALL LIGHT LOCATIONS ARE TO BE STAKED AND REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. L. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE PROPER WORKING OUT OF ALL DETAILS OF INSTALLATION INCLUDING COORDINATION OF DESIGN INTENT WITH ARCHITECT. ANY CONSTRUCTION NOT MEETING THE APPROVAL OF THE OWNER OR THE ARCHITECT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE WITH ACCEPTABLE CONSTRUCTION. M. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS WITH ARCHITECT N. SITE UTILITIES ARE SHOWN FOR REFERENCE ONLY. LOCATIONS ARE APPROXIMATE 0. CONTRACTOR TO STAKE ALL LIGHT POLE LOCATIONS FOR LANDSCAPE ARCHITECT/ OWNER APPROVAL PRIOR TO INSTALLATION. 'SEE CIVIL PLANS FOR ALL GRADING & DRAINAGE INFO. ' ' ' I \ SYMBOL ffi D o@Cl @===CJ /""-- E 0 \ " X \ ! '", -· . ,,, DESCRIPTION ENTRY LIGHT POST -SEE LIGHTING CONSULTANT'S DRAWINGS PEDESTRIAN WALKWAY LIGHT POST -SEE LIGHTING CONSULTANT'S DRAWINGS TAPE LIGHT UNDER BENCH -SEE LIGHTING CONSULTANT'S DRAWINGS GROUND MOUNTED WALL WASH LIGHTS -SEE LIGHTING CONSULTANT'S DRAWINGS UNDER CANOPY HALO LIGHT -SEE LIGHTING CONSULTANT'S DRAWINGS PARKING LOT DOUBLE LIGHT POST -SEE LIGHTING CONSULTANT'S DRAWINGS PARKING LOT SINGLE LIGHT POST -SEE LIGHTING CONSULTANT'S DRAWINGS EXISTING TREE TO REMAIN. PROTECT IN PLACE. - EXISTING TREE TO BE REMOVED. SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RCE __ _ EXP. ___ _ DAlE RE\1EWED BY: INSPECTOR DAlE --------------------[I]I CITY P~INf~~BAD II~ --.. ~·-•-•· .• _·· __ ·•-_·_·,,_ . ""' . ''' '' . . . '' '.,,, .. . """' "'' .. , .. , . a-J11711 .IP FINAL PLANNIN'" RE-SURMITTAL 02/08/1 JP BULLETIN #2 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/11 JP 5TH PLANNING RE-SUBMITTAL LAIIDSCAPI PLANS JOB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL, CARLSBAD, CA 92009 L0.01 NOTES & SCHEDULES ARCH IT.Et TS ..,1.,.2,..13..,.i1 __ 5_J,,,P--...,3,,,,.R.,,,D,..,P,,.,L_,,A..,.,N,,.,N,,,,IN,..G,..,R,,,E,,..-,,,,su,,,,B,,,M..,l,,,TT.,.A,.,.L ____________ ---I f"u&J., L:f-~\.;,fr 2/18/15 JP 4TH PLANNING RE-SUBMITTAL 'APPROVED: z;}J ..,1,.,01,,,,3,.,.0i,.,1!-J.,.,P,,_-----=2,,..N.,.D,,,,P,,,,L,,,,A,,,N,..,N,,.,.IN,.,G,.,.R.,.E,,,,-,,,s,.,.u_BM_IT_T_A_L _____________ PLANNl;IG 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) 1oi;5 ~ PLANNING SUBMITTAL DA"" ...... , DA"" ..... , 151A' 1:1T:-::il!IC I PRo.ECT NO. ,,~ "'"''""' ·•~ ... ,..... CHKD BY: KK w f1F WDRK REVISION DESCRIPTION 01IER lffWNN.. cm· /ff'RO<IN.. RVWD BY: KK . PD 115-06 ~--------------- ' I ii f I i I I i I i 1 I I ' 'r i I i i ' i i J ! (E) BANK i I i ! /1 j : I i \ ' PARTIAL LANDSCAPE PLAN SCALE: 1 "=20' \ \ • • • EQUINOX BUILDING • • :S{/JJ \ ,E /Q O' 10' ,I I I J ~~ w (/) I ,w z ·::::i -= :c -CJ ~ ,. ::i: ' - }.( : i I t I fl• -'" I 20' 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 ..... _ ... . .-: ,' _., .. . ·_·:·:::·, ':'.:",' ·_c·: (562) 901-1500 (t) (562)901-1501 (f) LANDSCAPE SITE PLAN KEYNOTES 1. A.C. PAVING -SEE CIVIL PLANS 2. RELOCATED FIRE HYDRANT. 3. (E) RETAINING WALL PER STRUCTURAL ENGINEER. 4. (E) CURB TO REMAIN. PROTECT IN PLACE -SEE CIVIL PLANS 5. (E) FIRE HYDRANT TO REMAIN. PROTECT IN PLACE 6. (E) RETAINING WALL TO REMAIN. HEIGHT TO BE REDUCED SO THAT THE REAR (PLAN SOUTH) WALL THAT CONNECTS TO THE BUILDING IS 5 CMU BLOCKS HIGH, AS SHOWN IN RFI 11 RESPONSE. 7. (E) UTILITY TO REMAIN. PROTECT IN PLACE 8. CURB -SEE CIVIL PLANS 9. ARCHITECTURAL COLUMN -SEE ARCHITECTURAL PLANS 10. CURB RAMP -SEE CIVIL PLANS 11. BUILDING OVERHANG. SEE ARCHITECTURE PLANS. 12: EXISTING PULL BOX TO REMAIN. SEE CIVIL PLANS. 13. NOT USED 14. CMU WALL WI PLASTER FINISH TO MATCH BUILDING EXTERIOR & WOOD BENCH. SEE DETAIL 12/L 1.03. 15. (E) TRASH ENCLOSURE TO REMAIN 16. PARKING STALL STRIPING PER CIVIL PLANS. 17. HANDICAP PARKING STRIPING 18. NOT USED 19. PARKING LOT SINGLE LIGHT POST SEE LIGHTING CONSULTANT'S PLANS 20. PARKING LOT DOUBLE LIGHT POST. SEE LIGHTING CONSULTANT'S PLANS 21. NEW STAIR. SEE DETAIL SHEET L 1.08. 22. NOT USED 23. NOT USED 24. CMU INFILTRATION PLANTER WI PLASTER FINISH TO MATCH BUILDING EXTERIOR. SEE CIVIL PLANS FOR DETAIL& ELEVATIONS ON SHEET L 1.06. 25. VERIFY EXISTING TREE LOCATION IN FIELD. IF EXISTING LOCATION CONFLICTS WI HARDSCAPE LAYOUT CONTACT LANDSCAPE ARCHITECT IMMEDIATELY. 26. NOT USED 27. 12" WIDE CURB, FLUSH WI PAVEMENT ON EITHER SIDE (O -INCH HIGH) 28. ENTRY LIGHT POLE. SEE ELECTRICAL ENGINEER'S PLANS 29. ROOF DRAIN. SEE ARCHITECTURE AND CIVIL PLANS. 30. EXISTING WATER EASEMENT. SEE CIVIL'S PLANS 31. RETAINING WALL PER STRUCTURAL ENGINEER. 32. PROVIDE PERMALOC EDGE AT GRAVEL. SEE DETAIL1/L1.05. 33. NOT USED 34. HC PARKING SIGN PER ARCH. PLANS 35. INFILTRATION BASIN. SEE CIVIL PLANS. 36. PEDESTRIAN WALKWAY LIGHT. SEE ELECTRICAL ENGINEER'S PLANS. 37. DINING FURNITURE BY TENANT 38. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW 39. NEW IRRIGATION WATER METER & BACK FLOW. SEE CIVIL PLANS. 40. NEW DOMESTIC WATER METER. SEE CIVIL PLANS. 41. NEW D.G. TREE PIT. SEE DETAIL 6/L3.04 & PLANTING SCHEDULE FOR SPECIFICATION. 42. NEW UTILITY LOCATION. SEE CIVIL PLANS. 43. EXISTING PUBLIC SIDEWALK TO REMAIN. 44. EXISTING CURB TO REMAIN . 45. EXISTING GUTTER TO REMAIN. 46. STORM WATER UTILITY LINE. SEE CIVIL PLANS. 47. EXISTING RETAINING WALL TO REMAIN. NOTE: • SEE SHEET L0.01 FOR PAVING SCHEDULE • SEE SHEET L0.01 FOR SITE FURNISHINGS SCHEDULE • SEE SHEET L0.01 FOR LIGHTING SYMBOLS ALL PAVING PROPOSED IS IMPERMEABLE VERIFY PLANTER AT BASE OF BUILDING TO NOT BE IN CONFLICT WITH BUILDING FOOTINGS PER: 1121181 VONS MARKET 3 165 BY HALIGUARD ELRED ARCHITECTURE & PLANNING STRUCTURAL ENGINEERING DRAWINGS BY R.J. MOON INC. KEY PLAN L-----,,....._, j 1 ___________ , NTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP,----DATE RE'JIEWED BY: INSPECTOR DATE ~, CITY OF CARI.SBAD ,1~EE1S1 1----+---+--------------+---1,------,1----1------t L....:2_j _ PLANNING Dl\1SION _ 23 1----+---+-------------------+----+---+---+----1 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/1 JP 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 4TH PLANNING RE-SUBMITTAL 12/3/15 JP 3RD PLANNING RE-SUBMITTAL 10/30/1 JP 2ND PLANNING RE-SUBMITTAL 10/2/15 JP PLANNING SUBMITTAL DA1E N1W. ENCII EM CF WORK REVISION DESCRIPTION DA1E NllAL DA1E N1W. O'IIER APPROVAL QT, &FRO...!. LAIIDSCAPB PLAJm -JOB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL CARLSBAD, CA 92009 L 1.01 PARTIAL LANDSCAPE PLAN • • aiKD BY: _K~K--1 RVWD BY: KK PRCJ.ECT NO • PD 15-06 1 .... 0 .... _J I-... w:r; LU I Cf) LU LU Cf) I . wu z "· _J I (J ~ ~ ~ er:: [;, 0''' >ii >l LL l 0 I- ~ _J . \"ittcl V\AJ (VAN) ,\C ,~,:;:0 " rr; llL T'i'P. E 0 ' TYPI ' . RA TYP. ~ ... ! ! TYP. I P5 PARTIAL LANDSCAPE PLAN SCALE: 1 "=20' .I I I ---·"""--•, "'""T---r· ""11--•- I TYP. P1 I I TYP. E 0 I : I I PJC. I " i I l L ' +>t . 1 I . '< /t/ '-~. ,,/ 8 30 •;; ' ;-:· 1: ~ I -~··,,"'"'~ VLQ:i· <~ TYP. 19 P.A. t <:,, tc .,4 P5 P4 ' i,). ., \t, I I 1,~, ... ·• _\ ·: ' " l l i •',! P1 5 ' ,v ",,~ ,;;_ ,j~ I er:'. [,o ,,~ i LL iO ! ! I• I-I. I' ~ . _J o· 1 o· E 0 J PHASE 1 SCOPE LINE 20· N~ 40• v I 1# 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 ,, ' '' ,. . ""' ' .... ,, (562) 901-1500 (t) (562) 901-1501 (f) LANDSCAPE SITE PLAN KEYNOTES 1. AC. PAVING -SEE CIVIL PLANS 2. RELOCATED FIRE HYDRANT 3. (E) RETAINING WALL PER STRUCTURAL ENGINEER. 4. (E) CURB TO REMAIN. PROTECT IN PLACE -SEE CIVIL PLANS 5. (E) FIRE HYDRANT TO REMAIN. PROTECT IN PLACE 6. (E) RETAINING WALL TO REMAIN. HEIGHT TO BE REDUCED SO THAT THE REAR (PLAN SOUTH) WALL THAT CONNECTS TO THE BUILDING IS 5 CMU BLOCKS HIGH, AS SHOWN IN RFI 11 RESPONSE. 7. (E) UTILITY TO REMAIN. PROTECT IN PLACE 8. CURB -SEE CIVIL PLANS 9. ARCHITECTURAL COLUMN -SEE ARCHITECTURAL PLANS 10. CURB RAMP -SEE CIVIL PLANS 11. BUILDING OVERHANG. SEE ARCHITECTURE PLANS. 12. EXISTING PULL BOX TO REMAIN. SEE CIVIL PLANS. 13. NOT USED 14. CMU WALL W/ PLASTER FINISH TO MATCH BUILDING EXTERIOR & WOOD BENCH. SEE DETAIL 12/L 1.03 . 15. (E) TRASH ENCLOSURE TO REMAIN 16. PARKING STALL STRIPING PER CIVIL PLANS. 17. HANDICAP PARKING STRIPING 18. NOT USED 19. PARKING LOT SINGLE LIGHT POST SEE LIGHTING CONSULTANT'S PLANS 20. PARKING LOT DOUBLE LIGHT POST. SEE LIGHTING CONSULTANT'S PLANS 21. NEW STAIR. SEE DETAIL SHEET L 1.08. 22. NOT USED 23. NOT USED 24. CMU INFILTRATION PLANTER WI PLASTER FINISH TO MATCH BUILDING EXTERIOR. SEE CIVIL PLANS FOR DETAIL& ELEVATIONS ON SHEET L 1.06. 25. VERIFY EXISTING TREE LOCATION IN FIELD. IF EXISTING LOCATION CONFLICTS W/ HARDSCAP LAYOUT CONTACT LANDSCAPE ARCHITECT IMMEDIATELY. 26. NOT USED 27. 12" WIDE CURB. FLUSH WI PAVEMENT ON EITHER SIDE (0 -INCH HIGH) 28. ENTRY LIGHT POLE. SEE ELECTRICAL ENGINEER'S PLANS 29. ROOF DRAIN. SEE ARCHITECTURE AND CIVIL PLANS. 30. EXISTING WATER EASEMENT. SEE CIVIL'S PLANS 31. RETAINING WALL PER STRUCTURAL ENGINEER. 32. PROVIDE PERMALOC EDGE AT GRAVEL SEE DETAIL 1/L 1.05. 33. NOT USED 34. HC PARKING SIGN PER ARCH. PLANS 35. INFILTRATION BASIN. SEE CIVIL PLANS. 36. PEDESTRIAN WALKWAY LIGHT SEE ELECTRICAL ENGINEER'S PLANS. 37. DINING FURNITURE BY TENANT 38. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ ARCHITECT PRIOR TO BEGINNI LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW 39. NEW IRRIGATION WATER METER & BACK FLOW. SEE CIVIL PLANS. 40. NEW DOMESTIC WATER METER. SEE CIVIL PLANS. 41. NEW D.G. TREE PIT. SEE DETAIL 6/L3.04 & PLANTING SCHEDULE FOR SPECIFICATION. 42. NEW UTILIT'i' LOCATION. SEE CIVIL PLANS. 43. EXISTING PUBLIC SIDEWALK TO REMAIN. 44. EXISTING CURB TO REMAIN. 45. EXISTING GUTTER TO REMAIN. 46. STORM WATER UTILITY LINE. SEE CIVIL PLANS. 47. EXISTING RETAINING WALL TO REMAIN. NOTE: • SEE SHEET L0.01 FOR PAVING SCHEDULE • SEE SHEET L0.01 FOR SITE FURNISHINGS SCHEDULE • SEE SHEET L0.01 FOR LIGHTING SYMBOLS ALL PAVING PROPOSED IS IMPERMEABLE VERIFY PLANTER AT BASE OF BUILDING TO NOT BE IN CONFLICT WITH BUILDING FOOTINGS PER: 1121181 VONS MARKET 3 165 BY HALIGUARD ELRED ARCHITECTURE & PLANNING STRUCTURAL ENGINEERING DRAWINGS BY R.J. MOON INC . KEY PLAN i ..... -➔ , ____ t'.L,<CLL-"-"-==~ NTS APPROVED FOR IRRIGATION AND PLANTING ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREA .. AS BUil T" RC[ __ _ EXP-----DA1E REVIEWED BY: INSPECTOR DA1E ~1 CITY OF CARLSBAD IISiEElSI i----+---+--------------+----+----11----+---1 ~-PLANNING DIVISION 23 1---1---+----------------1------11---+---+----I p 2/08/1 JP 1 /27/1 JP 01 /19/1 JP 2/18/15 JP 12/3/15 JP 10/30/1 JP 10/2/15 JP DA1E N1IAL DlbLc vi MR< A PA I BULLETIN #2 FINAL PLANNING SUBMITTAL 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 2ND PLANNING RE-SUBMITTAL PLANNING SUBMITTAL DA1E N1IAL REVISION DESCRIPTION 01IER N'f«<NM. DA1E N1IAL al',' ,,, ROIi~ UHllSCAPI PL&lf9 IOR: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L 1.02 PARTIAL LANDSCAPE PLAN APPROVED: PRO.ECT NO. PD 15-06 ~ ;- KEYNOTES: 1. i" x 5" THREADED STAINLESS STEEL ROD. EPOXY INTO WALL@ 12" O.C. ATTACH ANGLE WITH STAINLESS STEEL WASHER AND NUT 2. i" THREADED STAINLESS STEEL ROD. EPOXY INTO WALL@ 12" O.C. 3. ~" STAINLESS STEEL SPACER 4. 2X4 WOOD SLAT (WD-1) 5. 1X4 WOOD SLAT (WD-1) 6: HEAVY DUTY GALVANIZED STEEL ANGLE. PRIME AND PAINT WITH TWO COATS FLAT BLACK ENAMEL. SIZE: 6" X 6 ¾" X ,/½" 7. WALL CAP -PRECAST CONCRETE (WC-1) 8. PLASTER FINISH TO MATCH BUILDING EXTERIOR (PL-1) 9. PAVING -SEE PLAN 10. FINISH GRADE OF PLANTER 11. ISOLATION JOINT 12. ALIGN BOTTOM OF BENCH WITH HORIZONTAL JOINT LINE OF CMU WALL 13. TWO ROWS OFj"X21" STAINLESS LAG SCREWS@ 12" O.C. SCREW LOCATIONS SHALL FALL IN BETWEEN THREADED ROD LOCATIONS NOTES: • GROUT ALL CELLS SOLID W/ STEEL 14. COMPACTED SUB-GRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 15. COUNTERSINK NUT AND PLUG END WITH WOOD TO MATCH BENCH 16. REINFORCING PER STRUCTURAL -SEE DETAIL 18/S001 17. CONCRETE SUBBASE 18. DEPTH OF FOOTING PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 19. CONCRETE FOOTING REINFORCEMENT PER STRUCTURAL -SEE DETAIL 18/S001 20. PROVIDE.STUCCO WEEP SCREED AT BASE OF WALL -ALL SIDES 21. 8X8X16 CMU • TOP OF WALL IS NOT TO SLOPE OR STEP, BUT REMAINS CONSISTENT AND HORIZONTAL 1 '-4" I ~--t---+---+-_,_-+--~--1 6 1 i ' 3_1'~~~4MI 4 1 /2" -r=--@ I @ 0 ' ' / ,;I 0 .-+at----{16 . ' .. ·._. ·/. .:/ 10 '----'----'----'-~-'--'-_;_~_;_I'"'"•·-"-.~--' ELEVATION I 12 WOOD BENCH AT SEAT WALL SCALE: 1 "•1 '-0" 15 4 d ' <! <'.'. +-·--'--r--r~ ~---.-,-..... --1 SAWCUT SCORE JOINT SAWCUT CONTRACTION JOINT TROWELED CONTRACTION JOINT @-T--=-c'!...:....:LE~~"a!-=-.9"-----'A=-L --'-P"-----'A---'-V'-'-1 N=----=G'----'J=----.c0"---'-1 '--'-NT-'-S=----- SEALED ISOLATION JOINT NOTES: • SUBGRADE PREPARATION, COMPOSITION AND COMPACTION SHALL ADHERE TO GEOTECHNICAL SOILS REPORT RECOMMENDATIONS, • CONCRETE TYPE, THICKNESS, PSI AND REINFORCEMENT FOR ON-GRADE PAVEMENT SHALL ADHERE TO GEOTECHNICAL SOILS REPORT RECOMMENDATIONS AND/OR STRUCTURAL ENGINEER • ALL NEW CONCRETE PAVING SHALL COMPLY WITH HANDICAPPED ACCESSIBILITY REQUIREMENTS KEYNOTES: KEYNOTES: 1 PRE-CAST CONCRETE UNIT PAVER (60 MM MINIMUM FOR PEDESTRIAN AREAS AND 80 MM FOR VEHICULAR AREAS.) COLOR, TYPE AND LAYOUT PATTERN PER CONSTRUCTION PLAN. INSTALL PER MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS, AND DETAILS. 2. ADJACENT CONCRETE PAVING -SEE PLAN 3. GEOTEXTILE FABRIC -SPECIFICATION PER GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. TURN UP AT EDGES 4. #4 BAR@ 18" O.C. EACH WAY 5. COMPACTED SUBGRADE -PER GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS 6. 1/4" RADIUS EDGE AT CONCRETEPAVING EDGE. INSTALL PAVERS SO THAT THEY ARE 1/8" TO 1/4" ABOVE FINISH SURFACE OF ADJACENT PAVING TO ALLOW FOR SETTLEMENT OF PAVERS. 7. BEDDING SAND -PER GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. MIN 1" THICKNESS 8. BUTT JOINT -PROVIDE ... POLYMERIC JOINT SAND 9. AGGREGATE BASE COURSE -PER GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS. MIN 6" THICKNESS 10. 4 INCH MINIMUM COMPACTED AGGREGATE BASE BELOW CONCRETE SLAB PER GEOTECHNICAL ENGINEERING REPORT 11. THICKENED CONCRETE EDGE EXTENDED TO BOTTOM OF THE AGGREGATE BASE SECTION PER GEOTECHNICAL ENGINEERING REPORT NOTES: • CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE PAVER MANUFACTURER TO CONDUCT PERIODIC VISITS DURING CONSTRUCTION TO OBSERVE A TYPICAL INSTALLATION AND ENSURE THEPAVERS ARE BEING INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS • CONCRETE EDGE RESTRAINTS SHOULD BE CONSTRUCTED AND CURED PRIOR TO PLACEMENT OF AGGREGATE BASE AND PAVERS. • PAVERS ARE INTENDED FOR VEHICULAR TRAFFIC AREAS. THICKNESS OF PAVER, BASE COURSE AND SUBGRADE WILL VARY DEPENDING ON TRAFFIC TYPE. REFER TO GEOTECHNICAL ENGINEERING REPORT FOR PAVING SECTIONS. 1 8 ©, SLOPE TO DRAIN \, 4 PER CIVIL ENGINEER'S PLANS ----- 11 3 1. REINFORCING PER STRUCTURAL 2. FINISH FLOOR OF BUILDING (WHERE APPLICABLE) 3. 1/8" RADIUS EDGE 4. CONCRETE PAVING· SEE CONSTRUCTION PLANS & L 1.00 FOR COLOR AND FINISH 5. POLYURETHANE TWO-PART JOINT SEALANT PER SPECIFICATIONS OR APPROVED EQUAL. SET BELOW FINISH SURFACE. DEPTH PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLOR/ TEXTURE TO MATCH ADJACENT CONCRETE PAVING COLOR. 6. 1/2" WIDE "COLD" JOINT. ALL SECTIONS OF PAVING ON EITHER SIDE OF THE JOINT SHALL BE "STITCHED" TOGETHER BY USE OF 18" LONG SMOOTH #4 DOWELS@ 16" O.C. 7. COMPACTED SUBGRADE PER GEOTECHNICAL SOILS REPORT RECOMMENDATIONS 8. 18" LONG #4 "SPEED DOWELS" (OR APPROVED EQUAL)@ 16" O.C. 9. BUILDING WALL OR STORE FRONT 10. 1/2" WIDE ASPHALT IMPREGNATED FIBER EXPANSION BOARD (OR APPROVED EQUAL) TO FULL DEPTH 11. PROVIDE BACKER ROD CONTINUOUS ALONG BUILDING WALLS FOUNDATIONS AND SLABS -SEE ALSO ITEM #17 12. 3/16" (PLUS OR MINUS) WIDE x 1/2" DEEP TROWELED SCOREJOINT. 1/8" RADIUS ON BOTH EDGES -SEE ITEM NUMBER 16, FOR CONTRACTION JOINT REQUIREMENTS. 13. BAND FORMED BY AND BETWEEN TWO SAWCUT OR TROWELED SCORE JOINTS IF/ AS APPLICABLE AND SPECIFIED ON PLAN 14. 3/16" WIDE (PLUS OR MINUS) x 1/2" DEEP SAWCUT SCORE JOINT. LOCATE WHERE INDICATED ON PLAN. 15. 3/16" WIDE (PLUS OR MINUS) SAWCUT CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH OF CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE, 8'-0" TO 12'-0" SQUARE PAVING SECTIONS. SAWCUT JOINTS AS SOON AS POSSIBLE, BUT GENERALLY NO LATER THAN 8 TO 24 HOURS AFTER PAVING INSTALLATION AND WHILE THE CONCRETE IS STILL "PLASTIC". 16. 3/16" WIDE TROWELED CONTRACTION JOINT. JOINT DEPTH SHALL BE 1/3 DEPTH OF CONCRETE PAVING. LOCATE CONTRACTION JOINTS SO AS TO FORM, AS NEAR AS POSSIBLE, 8'-0" TO 12'-0" SQUARE PAVING SECTIONS. 17. 1/2" WIDE SEALED ISOLATION JOINTS SHALL BE INSTALLED IN LOCATIONS WHERE PAVING ABUTS WALLS, COLUMNS, FLOOR SLABS/ STOREFRONTS, CURBS AND OTHER POINTS OF RESTRAINT INCLUDING DRAINS, MANHOLES, UTILITY BOXES/ COVERS, STEPS, ETC. JOINTS SHALL INCLUDE EXPANSION BOARD, BACKERROD, AND SEALANT TO MATCH CONCRETE COLOR. ,..,;;co AR.cl-/ ~ E.SF",i SJ * ·-.. \ (/1 4 OF" CAI..\'< 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) KEYNOTES: 1. CONCRETE PAVING -SEE PLANS 2. ¾" RADIUS EDGE 3. DECORATIVE GRAVEL -SEE PAVING SCHEDULE 4. REINFORCING PER SOILS REPORT RECOMMENDATIONS 5. FINISH GRADE OF PLANTER AREA 6. COMPACTED SOIL SUBGRADE PER SOILS REPORT RECOMMENDATIONS 7. FILTER FABRIC UNDERLAY -TURN UPAT EDGES. AFFIX TO GROUND WITH COMMERCIAL GRADE FABRIC/ GARDEN STAPLES AT 36" O.C. MIN. PROVIDE FULL FABRIC COVERAGE IN ALL GRAVEL AREAS THAT DO NOT HAVE SHRUB PLANTING 8. SOIL SUBGRADE 9. THICKENED SLAB EDGE 10. BLDG WALL SEE PLAN 3 0 CONCRETE EDGE@ GRAVEL SCALE: 2"=1'-0" KEYNOTES: 1. CONCRETE PAVING. REFER TO PLANS & L0.01 FOR COLOR AND FINISH/TEXTURE 2. FINISH GRADE 3. THICKENED SLAB EDGE -CONTINUOUS, TYP. 4. REINFORCING PER CIVIL PLANS 5. PREPARE SUBGRADE PER SOILS REPORT RECOMMENDATIONS 6. SCORE JOINT LOCATIONS PER PLAN AND IN ACCORDANCE WITH DETAIL 16, THIS SHEET 7. SLOPE TO DRAIN -NOT TO EXCEED 2% 8. SUB-BASE PER GEO-TECHNICAL SOILS REPORT. MIN. 4" THICKNESS 9. 1/2" RADIUS EDGE © ! 9 1 0 ' 7 3 I 00 5 CONC. PEDESTRIAN PAVING SCALE: 1"•1'-0" SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY 7 0 ' (") 2 8 ~ \ I ' .. ·• " KEYNOTES: 1. PRE CAST WALL CAP-(WC-1) 2. PLASTER FINISH TO MATCH BUILDING EXTERIOR. 3. FINISH GRADE OF PLANTER AREA-PER CIVIL ENGINEER 4. CONCRETE FOOTING -PER STRUCTURAL ENGINEER 5. WATERPROOFING -PER SPECIFICATIONS/ CONTINUE OVER FOOTING 6. COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS 7. SEALED ISOLATION JOINT 8. ADJACENT CONCRETE PAVING 9. WEEP SCREED 10. 8"X8"X16" CMU 11. REBAR REINFORCING PER STRUCTURAL ENGINEER ' r ' ,! •i I 10 • 2 :·i t :i ' PLASTER CMU WALL W/ GUARDRAIL SCALE> 1"•1'-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RCE __ _ EXP,----DAlE REVIEWED BY: ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT INSPECTOR DAlE (sRffil I CITY OF CARI..SBAD 11 SHEE1S I -----------------------,------1 Ll_j _ PLANNING DIVISION _ 23 ~--~--1-----------------~---1--+--+----t 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/1 JP 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 4TH PLANNING RE-SUBMITTAL 12/3/15 JP 3RD PLANNING RE-SUBMITTAL 10/30/1 JP 2ND PLANNING RE-SUBMITTAL 10/2/15 JP PLANNING SUBMITTAL DA1E N1IAL DA1E N1IAL ENL z1 ,. WllRIC RE\IISION DESCRIPTION 01IER lffWNIL DA1E N1IAL QT,' H FROVAL LAMDSCAPB PLAMB JOB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L 1.03 CONSTRUCTION DETAILS APPROVED: PRO.ECT NO. PD 15-08 EXTERIOR FINISH, WHERE OCCURS -SEE EXTERIOfl<R--~~ I ELEVATIONS "--·--J RETURN HANDRAIL TO -i-,/4" 11~2" WALL -CAP ENDS -----------,-- ---~--I ---/ D I// .......,~~~ I ... /~/~-1-------+-'---',' I / DECORATIVE HANDRAIL --' L'==~~'~'"8:~t~"" SEE DETAIL '10' THIS SHEET (3) TEK 5 FASTENERS INTO STEEL PLATES --- / ' ' -/ ' NEOPRENESPACER~-J WHERE OCCURS . I / CMU WALL ---I :C~::::t===========::t:;:::::: NOTE: USE 3/8" DIA. x 4" LONG EXPANSION ANCHOR AT SOLID GROUTED CMU I / I I --L-I' I -"0 I; Cl) >-z UJ :;; >-UJ 0:: w 5 w I a Cl) w <( 0:: 0 _J <( ~ w UJ 0 Cl) z <( I 0:: 0 "- -- 13 HANDRAIL ANCHOR AT WALL 14 SCALE: 3"=1'-0" 4 ;------, fal-----{2 r© I 5 >-----¥--'II/ I A-;,'---. 0 , • • I k 2'-0" MIN. k L1 IJ4_CONSTRUCTION_DETAIL5I4 KEYNOTES: 1. WALL W/ CAP PER ELEVATIONS 2. 8X8X16 CONCRETE BLOCK. GROUT ALL CELLS SOLID 3. REINFORCING PER STRUCTURAL 4. WALL FINISH PER PLAN 5. LAP BARS PER STRUCTURAL 6. CONCRETE CURB 7. CONG. FTG. PER STRUCTURAL 8. SLOPE PAVING TO DRAIN TRASH ENCLOSURE WALL SCALE: 3/4"=1'-0" NOTE. 1. ALL DECORATIVE METAL SHALL BE "KING ARCH'L. METALS" OR EQ. 2. ALL METALS TO BE PRIMED AND PAINTED W/ 3 COAT PAINT SYSTEM. COLOR: (MT-1) 1 X 2-1/4 FORGED STL. TOP ~ RAl~:/X1:~~::~:::::: _ ~~ HANDRAIL W/ 1/8" RADIUSED -----..._ -~ TOP EDGES, BEYOND , '----._'----. ~ ~=;:;::==;=;=::;::::==;=::::;:;:::==;:;==;:;::==;=;:;=:;:;=::::;:;==;::::;:==== ""~," I ' i 1/2" SQ. FORGED STL. BAL LUSTER -t--------t---, __________ ~- 1/2" SQ. FORGED STL. BALLUSTER W/ TWISTED SECTION (EVERY THIRD) • 1-1/2 SQ. FORGED STL. POST ·---1--------- 1 /2 X 1-1 /2 STL. BAR ----· -· --,---~ ~ 4 X 4 X 1/4 STL. MOUNTING PLATE W/ (4) 1/4" X 4" ANCHOR BOLTS " ~- -.. 1--------, r I I - . I' "'~ I ' I ' '' ' i' II ii i 1' 11 <_ ,,1 1'1 -~- i1 __,----> 11 11 Ii i I'/ 11 l,1 11 II I - ' ' 'I ! I CMU WALL W/ PLASTER FINISH TO MATCH BUILDING EXTERIOR (PL-1) ' ' '\--~"", ==,, -------------"1.--------------~====------l :a, ,. " " II II " " FINISH SURFACE BEYOND ' ' "' " " ,, " ELEVATION FORGED STL. HANDRAIL ---------,-~ lb--_-__---=-------_-__ ---------, BRACKETT, ATTACH TO ~ • GUARDRAIL POST _l-•--1~.L,;'.('-------=-----==--'----=---=----=-----=-----==---=----=-----=----==--_1_l---l--r''t-::7_1_--I a a a a a a a a a a a PLAN 4"MAX. -TYP (lJ v, _(_3)_E_Q_. B_A_YS_ _ ___________ ___,,_,, , @f---~-L~-l-,!:-1~-,, G_U~A_R_D_R_A_IL _______________ f--- NOTES: KEYNOTES: KEYNOTES: 1. 4X4 TUBULAR STEEL POST W/ CAP. 10. CUT BOARD TO FIT 11. NOT USED • GRIND ALL WELDS FLUSH & SMOOTH 1. i" PREMOLDED EXPANSION JOINT 2. CMU WALL W/ STUCCO FINISH 3. FINISH SURFACE -SEE PLAN 4. 1X6 WOOD BOARDS (WD-1) 5. 2X3 TUB STL GATE FRAME 3 SIDES 6. GATE HARDWARE AND LOCKSET PER OWNER 7. HEAVY-DUTY FIXED PIN SELF-CLOSING HINGES (3). GATE MUST BE CAPABLE OF OPENING 90 DEGREES 8. 1/8" X 2" FLATBAR STEEL FOR VERTICAL BOARD MOUNTING. TACK WELD @6" O.C. TO LEFT & RIGHT SIDES OF FRAME ONLY. 9. NOT USED © I - 14' 'C../ -I ---• "1o'-\5' I _I I "' ' 0--f-I I I I I I I I L r ---H--1! 12. 2X2 TUB STL DIAGONAL SUPPORT BEAM 13. i" X 24" POWDERCOAT LOCKING STEEL CANE BOLTS (2) MODEL #5000-24SPAVAIL. FROM www.hoovertence.com OR EQUAL. INSTALL PER MANUF. RECOMMENDATIONS. OWNER TO PROVIDE KEY LOCK. 14. 8" X 18" MIN. CONCRETE PAD CORED TO RECEIVE CANE BOLTS WHEN CLOSED 15. SLIDING BAR LATCH. SEE DETAIL 16. 2X6 TUB STL BOTTOM FRAME @ ' r --fl-7 I I I @ I I ®--.., I • FASTEN BOARDS TO ANGLE FRAME W/STAINLESS STEEL SQ. FILLER DRIVE SCREW. 2 SCREWS@ EA. BOARD ON BACKSIDE SO 2. CMU WALL SCREWS ARE NOT VISIBLE 3. CONT. CAULKING • ALL METAL SURFACES SHALL BE PAINTED WITH THREE-COAT 4. #4 CONT. 12" METAL PAINT SYSTEM. COLOR: MT-1 2 }-j~½'>--,,, 5. 1 ½" R • SEE PLAN FOR GATE SWING DIRECTION 6. #4 TIES AT 18" O.C.E.W. N.T.S. SLOP&: 1:12i 7. CONCRETE SLAB. MEDIUM BROOM FINISH. SLOPE TO DRAIN 2% 8. BASE PER SOILS REPORT ' , "' ' 1\ - V ' d L.,,----~.----~-'----~--1 __ ,,__'Is ' ' " -~ ~ 0 , " '. 0 f., ix, rt-t V - I -1--,--110 ' / : / I // ' I ® // /v I // ' // ' I ' v I ' / // I -0 / CONG. CURB @ TRASH SCALE: 11/2"=1'-0" I I I I ~I ' ' I I I -I-I-- ~-----------------------w 4f, ---------------------~ -11 J ----------------- 6'-6" 6'-6" I " @~ I I •• _, ___ J 16 VERTICAL BOARD TRASH ENCLOSURE GATE SCALE: 3/4"=1 '-0" I, " 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) 1 ½" DIA TUBE STEEL -- HANDRAIL PAINTED PROVIDE 2" WIDE CONTRASTING COLOR STRIPING@ ALL STAIR TREADS, REFER TO NOTES ON DET. 16/A00.41---~ TREAD+ 12" 11" 0 0 \ 1 '-0" ' " ' " I -ti "/' --· (i 1/2" RADIUS MAX. ~ 0. a: 0 0 _J LL w w Cl) 4 HANDRAIL CONG. EXT. STAIRS SCALE: 3/4"=1 '-0" (16) C2011A-DT001X-REVJC2011A-DT001X KEYNOTES: 1. 2X3 TUBULAR STEEL POST W/ FLUSH CAP 2. CMU WALL W/ STUCCO FINISH (PL-1) 3. FINISH SURFACE -SEE PLAN 4. 1X6 WOOD BOARDS (WD-1) 5. 2X3 TUB STL GATE FRAME ALL SIDES 6. GATE HARDWARE AND LOCKSET BY OWNER 7. HEAVY-DUTY FIXED PIN SELF-CLOSING HINGES NOTES: • GRIND ALL WELDS FLUSH & SMOOTH • FASTEN BOARDS TO ANGLE FRAME W/STAINLESS STEEL SQ. DRIVE SCREW. 2 SCREWS @ EA. BOARD ON BACKSIDE SO SCREWS ARE NOT VISIBLE (3). GATE MUST BE CAPABLE OF OPENING 120 • ALL METAL SURFACES SHALL BE PAINTED WITH THREE-COAT DEGREES 8. 1/8" X 2" FLATBAR STEEL FOR VERTICAL BOARD MOUNTING. TACK WELD @6" O.C. TO LEFT & RIGHT SIDES OF FRAME ONLY. METAL PAINT SYSTEM. COLOR: 9. NOTUSED 10. CUT BOARD TO FIT, SPACE EQUALLY 11. LAG BOLT-4 PLACES 12. 2"X3" TUBULAR STEEL GATE FRAME-ALL SIDES 13. 12 GA. METAL KICK PLATE (MT-1) <;> 0 ' MT-1 • SEE PLAN FOR GATE SWING DIRECTION 1 PLAN ! 0 7 l\_i.-_ zl '.'i 0. 0:: w ~-':,--"-~- ~ (!) UJ I 4 >-c++-+-------J+--- 7 I I I .I I J" I _J I ' 0 6 VERTICAL BOARD PED. GATE SCALE: 3/4"=1 '-0" SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY 5 FOB GATE ACCESS CONTROL - MOUNTING PLATE 3/16_" X 2" SQUARE MOUNTI~ POST. 3/16" X 5" SQUARE BAR MOONTING PLATE. / 4. CONCRETE CURB./ 5. PLANTER AREA -i!EE PLAN ' 6. 10" X 24",DEE~ONC. FOOTING ' / '-NOTES: / '-• ALL IOIETAL SHALL BE GALVANIZED AND ' ~ER COATED. COLOR: MT-1 0 M IT ALL WELDS SMOOTH 3ACK OF ACCESS CONTROL BOX ~ ... _ACK OF CURB FACE ' 4 , --------< ' .__ ____ , ' ' KEYNOTES: ' ' ' 1. 5-1/2"WIDEx1-1/2" THK. WOOD RAIL FASTENED TO FLAT BAR (WD-1) '\i.-,_----r::===.==':::::::;:--~~R\14" 2. 3-1/2" WIDE x 1/2" THK. STL. FLAT BAR ! ~=rnroPOFF~- I I I I I I --0 I I L ____ _J 3. 4"X4"X1" WIDE x 1" THK. STL. FLAT BAR SUPPORT@ 48" O.C. 4. FASTEN RAILTO FLAT BAR@24" O.C 5. CMU WALL W/ CAP SEE 2/L 1.03 NOTE: • ALL METAL SURFACES SHALL BE PAINTED WITH THREE-COAT METAL PAINT SYSTEM. COLOR: MT-1 -0 ,1 'I.------------~·1------. --- ' 2 ------0 WOOD GUARDRAIL SC ALE: 3"=1 '-0" APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP-----DAlE RE'JIEWED BY: ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT INSPECTOR DATE ~ 1 ~ITY OF CARLSBAD 11 SiEElS I i----+----1---------------t---+---1--+---1 L!LJ. PLANNING DIVISION . 23 1---1---+----------------1----1--+--+---I JP JP BULLETIN #2 JP FINAL PLANNING SUBMITTAL JP 5TH PLANNING RE-SUBMITTAL JP 4TH PLANNING RE-SUBMITTAL JP 3RD PLANNING RE-SUBMITTAL JP 2ND PLANNING RE-SUBMITTAL JP PLANNING SUBMITTAL DAlE NRAL DAlE NIW. EUGI Ek OF WORK REVISION DESCRIPTION O'DER N'ff/lNIL DAlE NRAL CJIY APPROVAL LAIOlSCAPB PLAIIB JOB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL, CARLSBAD, CA 92009 L 1.04 CONSTRUCTION DETAILS APPRO't'ED: ,~1\ ?r-e:iLklt: • • CHKD BY: ~K~K~-1 RVWD BY: KK PRo.ECT NO. PD 15-08 SANTA&COLE Bicilinea Bike Rack, 10 foot, Embedded === 02149] --------- Product Drawing 271/21701] I a n d s c a p e f o r rn s® www.landscapeforms.com Ph: 800.521.2546 'SEE INSTALLATION GUIDE FOR ANCHORING RECOMMENDATIONS AND SPACING REQUIREMENTS. UNIT MUST BE ANCHORED. 141/41365]---,--- 01-3/8"x6" 1035mm X 165mm] MACHINED POST 2 PLACES Drawing: BL187-01 Date: 5/14/2012 Dimensions are in lnches[mm] I 05/S"xS-1/2" / IM 16 X 145mm] _ .// THREADED ROD _ 4 PLACES 031/4 184] ~NYLON / SPACER ~~11211s1 CONFIDENTIAL DRAWING INFORMATION CONTAINED HEREIN IS THE PROPERTY OF LANDSCAPE FORMS, INC. INTENDED USE IS LIMITED TO DESIGN PROFESSIONALS SPECIFYING LANDSCAPE FORMS, INC. PRODUCTS AND THEIR DIRECT CLIENTS. DRAWING IS NOT TO BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF LANDSCAPE FORMS, INC. © 2012 LANDSCAPE FORMS, INC. ALL RIGHTS RESERVED. @),--=-~A"-'-t~=1,~'-""'-1·-~-=-.. A...C.....CC"-"-K..C.----=E=-'-M"-'-'B=c....=E=D"---______________ _ (:SP Prof.lie . ':--'~ol.ymet· 1\1041~ ~-~rri- ilo<lflrnn s.t . Mortar aiiuftili . <:SP f'!ll\fb!on!f . Sill)deil.ll.rOI.II_ · CSf'-100%-(col_or'/ t(:;~tui::eJo match gr.ciUt) Slllro,ie . Caul~ New Ponaolain 'r,:io '-·-~'---"""~-"--.;___~--'-----··-';;,._~ ' ~e~ Pro~•-POIYID€r M~'di(i~<f Me_d_iynl Be-d{i'h,i rj )lloi:iar !l•d 1 •1!4': (32 mm,,:""'' "' 2'1{6 Cllil ,.,_,._,,~~ ._· . ' : ~tei-ior'-Coi:,crE?te slab .·~--t-------:,;l---> @-s-~O_LE: N_~_-S_L_I P_P_O_R_C_E_L_A_I N_PA_V_I_N_G__,,_(C_F_11_2_/_T_C_A_F_1_12_) ____ _ I - \ \ \ \ I "!SS6x6x 1 / 4 \ \ \ 1YP. \ \ ' 0 I N \ \ (2)-#5 BA1 I I I I I (4)-'6 (V) ~-.t:J.----AT,ORNERS ----,3 x ~-I @ 8" o.c. ~===ij1t--'.1;--,--+~~L 1/2"J1) NELSON STUD / AT 16" O.C. (._ [. ---:i_,-+4_;__ #3 X [ @ 8" 0.C. , l 2·-0" 1 }, \__,_'I-~-/~-,..~ 8" MEDIUM WEIGHT CMU BLOCK, SOLID GROUT F'm = 1500 psi 0 1a-~\ I 1/4" 0 0 Ii'. ¾"x12"x12" w/ 4-5/8"!1) A.8. x 13" I I l ' '-0 I I I I SF")4CJ01\ /12 • I OMIT I I I/I---T-t------+- 1 v1 I I--+--...._--+ I \ ~\ ! I • I _j i -------' . --------~·~- J'-o" / (3)-#5 T&B EA. WAY \ou~GROUP '5GINEIE:R1N.G + 01'.SJGN 8511! LUT. S,lJI DIEGO~ a:11'1 P!l.->111 -181MJ /0 ~~.~TER SECTION \ \ -~ E.J. \\ '1 \ __ : CONCRETE PAVING 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 ·.·.··•.~···· ... ·-.•. · ... '.··.·.· .... ••.···.·•••.·•· ..• ·.•.• .•. ·· •.. · ... ··· . , .. ' """ ''"' . . . '. (562) 901-1500 (t) (562) 901-1501 (f) 0- 0 4 KEYNOTES: 1. REINF. CONG. CURB. 2. 8" CONG. BLOCK WALL W/ CAP 3. 4X4X;) TUBE STEEL POST FILLED W/ CONCRETE, PAINT TO MATCH ADJ. SURFACE: BOLT POSTS INTO BLOCK WALL 4. (3) HEAVY DUTY 3"Wx5"H HINGED WELDED TO FRAME & POST, PAINT TO MATCH T.S. POST 5. WOOD BOARDS 6_ 2X3X¼ TUBE STEEL FRAMED GATE PAINT TO MATCH ADJ T.S. POST 7. ;\X2 FLATBAR 0 3 TRASH ENCLOSURE DOOR SCALE: 1 1/2"=1'-0" KEYNOTES: 1. ADA TRUNCATED DOME PAVER. SEE PLAN FOR SPECIFICATION 2-AC PAVING -PER CIVIL 3_ BUTT JOINT 4_ CONCRETE SUBSLAB -THICKNESS PER SOILS REPORT RECOMMENDATIONS 5 COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT RECOMMENDATIONS 6. REINFORCING PER SOILS REPORT RECOMMENDATIONS 7. FULL MORTAR SETTING BED 8. CONCRETE CURB -PER CIVIL 9. CONCRETE WALKWAY PAVING -SEE PLAN 10. CONCRETE THICKNESS PER SOILS REPORT RECOMMENDATIONS 11_ SEALED.EXPANSION JOINT 4 SCALE: 1 "=1 '-0" SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY 0 I 1 KEYNOTES: 1. PERMALOC CLEANLINE XLf,;" X 6" METAL EDGING, FINISH: BLACK DURAPLEi<. TOP OF EDGING TO BE MAXIMUM OF½" ABOVE SURFACE MATERIAL 2. METAL STAKES TO LOCK INTO PREFORMED LOOPS ON THE EDGING 3. FILTER FABRIC UNDERLAY -TURN UP AT EDGES. AFFIX TO GROUND WITH COMMERCIAL GRADE FABRIC STAPLES AT 36" O.C. MIN. PROVIDE FULL FABRIC COVERAGE IN ALL GRAVEL AREAS THATDO NOT HAVE SHRUB PLANTING 4. GRAVEL PAVING -SEE PAVING SCHEDULE L0.01 5. F.G.@ PLANTING AREA 6. SUBGRADE GRAVEL BAND W/ EDGING SCALE: 1"=1'-0" 150605 1'-9" 3" ' 4" I 3" 8" 3/8" 7ff- 2 NOTE: KEYNOTES: • METAL SHALL BE PAINTED WITH THREE-COAT METAL PAINT SYSTEM. COLOR: 1. 1" DIA X 3" LONG PIPE SLEEVE WELD TO L2X2 FRAME, TVP. FOR 3 MT-1 2. ¾" DIA STL. BAR W/4"LONG HANDLE WELDED TO BAR 3_ FACE OF METAL DOOR & FRAME ®1---=-~A=-'-~:11=-~-'--'-.~=~-=-=0'~~B=-=-A-=R-"-=LA~T:.......::Cc...;....H-=------- APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP-----DAlE REIAEWED BY: ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT INSPECTOR DAlE fiigfll CITY OF ·CARI.SBAD IISiEElSI -----+--------------------+---1 l_LJ. PLANNING DNISION _ 23 -------------------------------1-----1---1 JP FINAL PLANNIN RE-SUBMITTAL JP BULLETIN #2 JP FINAL PLANNING SUBMITTAL JP 5TH PLANNING RE-SUBMITTAL 12/18/ JP 4TH PLANNING RE-SUBMITTAL JP 3RD PLANNING RE-SUBMITTAL 10/30/ JP 2ND PLANNING RE-SUBMITTAL JP PLANNING SUBMITTAL DAlE N1W. ENGl&R CF MR< REVISION DESCRIPTION DAlE N1W. DAlE N1W. 01HER APPROVAL an-Al FRO/AL LAMDSCAPB PLOB JOB: LA COSTA TOWNE CENTER -BLDG. 7710 mo CAMINO REAL. CARLSBAD, CA 92009 L 1.05 CONSTRUCTION DETAILS APPROVED: • • atKD BY: KK RV\\O BY: KK /~\ ¢E~l_,4t PRO.ECT NO. PD 15-08 \ -~--"_ ~, :::, ------~-~~-=✓• ' =i, ). 04 '· , I . -, PA 1 TRASH ENCLOSURE PLAN SCALE: 1/4"=1 '·0" L 4 TRASH ENCLOSURE ELEVATION SCALE: 1/4"=1 '·0" KEYNOTES: 1. ROOF DRAIN OUTLET INTO PLANTER 2. CONCRETE PAVING, SEE DETAIL '5&13' L1.03 3. TRASH ENCLOSURE CMU WALL W/ STUCCO FINISH TO MATCH BUILDING EXTERIOR. SEE DETAIL 14/L 1.04 4. CONCRETE STEPS -SEE DETAIL '3' S 001 STRUCTURAL DRAWINGS 5. PLANTING AREA 6. WOOD HANDRAIL, SEE DETAIL '13' L1.04 7. RAISED INFILTRATION PLANTER PER CIVIL. SEE CIVIL DRAWINGS. 8. STEEL TRELLIS. POWDERCOAT COLOR: MT-1 9. TRASH ENCLOSURE PEDESTRIAN GATE. SEE DETAIL '6' L1.04 10. WOOD GUARDRAIL ON LOW WALL, SEE DETAIL '2' L1.04, AND '2' L1.03 11 BUILDING WALL 12. CONCRETE CURB PER CIVIL 13. TRASH ENCLOSURE ACCESS GATE. SEE DETAIL '16' L 1.04 11 .. -•·•··-·····-·-,.___ --"""' -•----~--•-•-•~•~rn~,-~ •~•---- ---Ei)-- I O' 1' 2' 4' 6' 8' 14.CONCRETE CURB AT TRASH ENCLOSURE. SEE DETAIL '9' L1 .04 15.6" X 6" GALVANIZED TUB. STL. POWDERCOAT COLOR MT-1 16.6" X 12" GALVANIZED TUB. STL. POWDERCOAT COLOR MT-1 17. WELDED PLATE CONNECTION. PER STRUCTURAL 18. PRE CAST WALL CAP (WC-1) 19. WALL MOUNTED LIGHi 20.CONCRETE PAD PER CITY OF CARLSBAD STANDARD 21.SEWER DRAIN I I O' 1' 2' 4' ------------------------------- 6' 8' -OlS--01s-- ----I -------.,--··------1 --:,-- ~-0·714 I I I----{ 11 10 I ~t-------,1 6 }-----+--~ 11 W---t-----c-ttll /11 I 1 t-----: I~~ ---~I ------ --_J I---I -4 ~ ®- I I " I I TRASH I I " I I ~--~1 13 RECYCLE f-----='----___L-\21;-----~H I I I I ~ 18 7 I I e: : ~-------- J ---0 0 . '" ,. . ""'""" """ ,, . ',· ',·' ; 2 WALL AT STEPS ELEVATION SCALE: 1/4"=1'·0" O' 1' 2' 4' 6' 8' --® ,---, 11 3 ,__ __ 2 3 TRASH ENCLOSURE SIDE ELEVATION SCALE: 1 /4"=1 '·0" 13 15 16 ,-------I-----( 6 4 SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT O' 1' 2' 4' 6' 8' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP-----DATE REVIEWED BY: INSPECTOR DATE ~1 CITY OF CARI.SHAD 11~EE1S1 1----+---+-------------1------11---t----t-----1 LJLj _ PLANNING DNISION _ 23 1----+--+---------------+---t---t---t"----i LANDSCAPB PLAIIB JOB: JP Fl 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/1 JP 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 4TH PLANNING RE-SUBMITTAL LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL, CARLSBAD, CA 92009 L 1.06 LANDSCAPE ELEVATIONS APPROVED: - A RC H rt E CT s 1"11a.;ai/:,::fo;..a1~1.::,5 t--,;,3;,,.~-i---.,;.-.~g.,..;,,~;aat:,a;,~,;;,,~;;,;:~-;;g ... ~;,;,;~=-:.,;,,~~,a,,;:,,,~.,.,:n,.,,TT"":"'"t----1t----t---+-----t----1 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) 10/2/15 JP PLANNING SUBMITTAL DAlE 111W. ENGII ER OF WORK REVISION DESCRIPTION DAlE 111W. DAlE 111W. 01HER APPROVAL Cffl' AFFROVM. • CHKD BY: KK RVWD BY: KK PROJECT NO. PD 15-08 KEYNOTES: 1. ROOF DRAIN OUTLET INTO PLANTER 2. CONCRETE PAVING, SEE.DETAIL '5&13' L 1.03 3. TRASH ENCLOSURE CMU WALL W/ STUCCO FINISH TO MATCH BUILDING EXTERIOR. SEE DETAIL 14/L 1.04 4. CONCRETE STEPS -SEE DETAIL '3' S 001 STRUCTURAL DRAWINGS 5. PLANTING AREA 6. WOOD HANDRAIL, SEE DETAIL '13' L 1.04 7. RAISED INFILTRATION PLANTER PER CIVIL. SEE CIVIL PLANS. 8. STEEL TRELLIS. POWDERCOAT COLOR: MT-1 9. TRASH ENCLOSURE PEDESTRIAN GATE. SEE DETAIL '6' L1.04 10. WOOD GUARDRAIL ON LOW WALL, SEE DETAIL '2' L 1.04, AND '2' L 1.03 11. BUILDING WALL 12. CONCRETE CURB PER CIVIL 13. TRASH ENCLOSURE ACCESS GATE. SEE DETAIL '16' L 1.04 14. CONCRETE CURB AT TRASH ENCLOSURE. SEE DETAIL '9' L 1.04 15. 6" X6" GALVANIZED TUB. STL. POWDERCOAT COLOR MT-1 16. 6" X 12" GALVANIZED TUB. STL. POWDERCOAT COLOR MT-1 17. PRE CAST WALL CAP (WC-1) 18. WALL MOUNTED LIGHT 19. CONCRETE PAD PER CITY OF CARLSBAD STANDARD 20. SEWER DRAIN 21. WATERPROOFING MEMBRANE 22. COUNTERFLASHING W/ WATERPROOFING MEMBRANE MEMBRANE 23. SEE CIVIL FOR SOIL COMPOSITION, DRAINAGE AND ELEVATIONS 2 11 --·"· ------- ~ : r 015-· _ \}_/ -i 11 . 11 I I F15--+---_i_~ ~OlS----715-1--01 . I: · : 1 -. I 1! 1 1 =®·II•··· ·1 . 11 --=---:-I I I TRASH ENLOSURE TRELLIS PLAN SCALE: 1 /4"= 1 '-0" I - O' 1' 2' 4' 6' 8' 2 (f) L!J ~ 1 i I I ----' -------- ' - -I ----=-1 5 ' ' i I :!l'::11 ii----'-- INFIL TRATION PLANTER SECTION SCALE:1/2"=1'-0" • --l -- . I 1 ; 11 i I ' 2' 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 4' (562) 901-1500 (t) (562) 901-1501 (f) ,---- 1 0 -j:;::-;i±s;~J-1:u. ~: TRASH I ,------l I RECYCLE I I I I I I 14 I 11--lt~---+--< 3 -+--< 2 3 TRASH ENCLOSURE SECTION SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT O' 1' 2' 4' 6' 8' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA ,, AS BUil T,, RC[ __ _ EXP-----DAlE REVIEWED BY: INSPECTOR DAlE ~, CITY OF CARIBBAD IISHEE1SI -------------------1---+-----ti----t----1 L§L_j. PLANNING DNISION _ 23 ---------------------------..... ----- JP JP 1 /27/1 JP 1 /19/1 JP 2/18/1 JP 12/3/15 JP 10/30/1 JP 10/2/15 JP DA1E N1W. ENGi FR OF' WORK BULLETIN #2 FINAL PLANNING SUBMITTAL 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 2ND PLANNING RE-SUBMITTAL PLANNING SUBMITTAL REVISION DESCRIPTION LAIIDSCAPI PLAR:11 l'OR: LA COSTA TOWNE CENTER -BLDG. mo 7710 CAMINO REAL. CARLSBAD, CA ~2009 L 1.07 LANDSCAPE ELEVATIONS • • i--,aaDAaa:IEaaa....i.;a;NlW.a.aa.a"-t--'DA=:IEa....i.aN11AL="'"-f CHKD BY: --!KK~-1 cmER N'flflfNM. arr H I IIIO\IAL RVWD BY: Kl< PRO.ECT NO. PD 15-08 ------------.------------ f-------j( 11 f----•0 5\3" 7'-0" T 10 '! ii i :I ~ !i I JI .--+-----+---'--+--'----4------' ! , ! >---+-1f-< 11 14 , \ 4'-6" ©- 1 UPPER PARKING LOT STAIR PLAN SCALE: 114"=1 '-0" O' 1' 2' 4' 3 0 0 ® I () _) ~ . r ' -is,__, ""-~ra\aa, I ' ___,<p D NORTH EAST TO SOUTH WEST STAIR SECTION SCALE:114"=1'-0" O" 1' 2' 4' 6' 8' 6' +78.2 +72.2 +69,1 +68,1 8' +78.4 +74.8 +72.7 +71,3 +68,1 +63 E A B 16 -----· ./1-C ' +78.2 .'/ ' \,,-·-, !-~---/i __ ,_ :.-.~,,~., ' ... ,.-... , ->, ' _\(,_ __ ,.) i""-\ '"--~-" 1/ J)\ _______ :!:,,"_-~-:~gJJ!c1~;x i~:J:1 __ , --T -·-···-··---·- ------------------r· ---~-~ ~--~L ____ _ 17 (s) 11 NORTH-EAST STAIR SECTION SCALE: 1/4"=1 '-0" O' 1' 2' 4' 6' 10 0 +78,2 ------,;-- +64,1 NORTH-EAST STAIR SECTION SCALE: 1/4"=1 '-0" O' 1' 2' 4' 6' EQ. EQ. EQ. 5 12 6 2 STAIR SWITCHBACK LANDING SECTION SCALE: 114"=1 '-0" ------------------------- ELEVATION KEYNOTES: 1. TOP OF SLOPE LINE 2. PLANTING AREA 3. UPPER PARKING LOT 4. HANDRAIL SEE DETAIL 13/L 1.04. 5. GUARDRAIL SEE DETAIL 101 L1.04 6. CMU WALL PER STRUCTURAL ENGINEER WI PLASTER FINISH TO MATCH ARCHITECTURE 7. EXISTING RETAINING WALL 8. STEP WALL TO FOLLOW SLOPE 9. PARKING LOT STRIPING 10. CONCRETE STEPS 11. CMU CHEEK WALL AT STEPS 12. SLOPE LINE 13. 6" CURB 14. EXISTING TREE 15. CONCRETEPAVING -SEE PLAN 16. (E) CURB 17. HANDRAIL EXTENSION 18. EXPANSION JOINT 8' ---© 0 +78.2 11 0 7 +72.2 ©- +64.1 --~------'-----'---------"---..__-----'--"---'------+ ---- C SOUTHWEST STAIR ELEVATION 8' 3 SCALE:114"=1'-0" SEE CIVIL PLANS FOR ALL STRUCTURAL PAVEMENT & CONSTRUCTION INFORMATION (CIVIL PLANS HAVE BEEN SUBMITTED TO LAND DEVELOPMENT ENGINEERING) SEE LANDSCAPE PLANS FOR FINISH MATERIALS ONLY O' 1' 2' 4' 6' 6' APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" RC[ __ _ EXP-----DA1E REVIE\\tD BY: ALL FINISHES HAVE BEEN REVIEWED & APPROVED BY SHANNON WERNEKE IN THE PLANNING DEPARTMENT INSPECTOR DA1E f"SHffil I CITY OF CARI.SBAD_ 11 SHEElS I t----+---+--------------+-----t.---1----1----1 LJQj _ PLANNING DIVISION . 23 --------------------------------- 1/27/1 JP FINAL PLANNING SUBMITTAL 1/19/1 JP 5TH PLANNING RE-SUBMITTAL 2/18/1 JP 4TH PLANNING RE-SUBMITTAL ~ PLANS l'OR: LA COSTA TOWNE CENTER -BLDG. 7710 rno CAMINO REAL, CARLSBAD, CA 92009 A R,C H I T EC TS l--'11""t/'""fo;..;.'J1.;;;..5 i---;;.~P;..P--+-...-;N;..;.Rg-~~~A .... ~,,..~""":~.;...;g,..~ .... ~ ... : .... ~~ ... : ... ~ ... :i""i""'~""'~------1....---------- L 1.08 LANDSCAPE ELEVATIONS _AP_PR_o_vm_=-~-----, ......... \ _4 .... -..,.f;\_,_l-G>......._fr __ z.· z..f.1<..,e I 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) 1012115 JP PLANNING SUBMITTAL DA1E N1IAL ENGi FR CEaRC REVISION DESCRIPTION DA1E N1IAL DA1E NllN. anER ll"flflfNN. aTY M PROVAI. • • atKD BY: KK RWl1) BY: KK PROJECT NO • PD 15-06 -----~-------------s GENERAi. NOTES RECYClrED :WATER NOTES RECYCLED VVATER SYSTEM (PRIVATE) SHEET TITLE SH[[T NUMBER LO co 1. 2. 3. ALL lltlRK SHALL BE DONE IN ACCORDANCE MflH THE OLJVEHAIH AflJNICIPAL WATER DISJRICTS-RULES AND REGULATIONS. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT MflH RECYCLED WATER SPRAY, MIST OR M/S11NG. TITLE SHEET IRR/G. LEGEND & NOTES !RR/GA TION PLANS /RR/GA TION DETAILS L2_00 L2 01 L2. 02-L2. 03 L204-L2.07 ~ I LO BEST MANAGEMENT PRAC11CES SHALL BE USED 10 EUM/NA 7£ OR CONTROL 10 THE BEST EXTENT POS f1I.£ POND/HG. RUN-OFF, O\ER-SPRA Y, AND M/S11NG. HOSE BIBS ARE S1RIC1L Y PROHIBITED. SIGNAGE NOTES 7 7 1 0 CAlVIINO REAL, C:ARLSBAD, CA 92009 PROJECT MAP < 0 N 5. 6. 7. 9. CROSS-CONHEC1IONS BEJIE:N REC\'a.EZ) WATER LINES AND POTABLE WATER LINES ARE S1RIC1L Y PROHIBITED. HO SUBS111UTION OF PIPE MATERIALS llfLL BE AL.LOIE> Vl1HOUT PRIOR APPROVAL OF THE OLJVEHNH AflJNICIPAL WATER DISTRICT. ALL WJNLINE PIP£S SHALL HA\£ WARNING TAPE PER OLJVEHAIN Afl.JNICIPAL WATER DIS1RICTs RULES AND ·REGULATIONS. HOURS FOR IRRIGATION Vl1H RECWUD WATER ARE FROM 10:00 P.M. 10 6:00 A.II. THE HOURS FOR IRRIGATION Mf1H DISINFEC1ED TERTIARY RECWUD WATER MAY BE MODIFIED BY THE LOCAL. AUTHORITY. IRRIGATION DURING PUBUC USE PERIODS Vl1H D/StHFECTED TERTIARY RECWUD WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION M1H WATER OF A IESSEP -QUALITY 1HAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETl1EEN THE HOURS OF 10:00 P.M. 10 6:00 A.II, BURIAL OF ALL VIRING AND PIPING SHALL MECT OLJVEHAIN Afl.JNlaPAL WATER DIS1RICT RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PR01£C1ED FROM CONTACT Vl1H REC\'a.EZ) WATER. WHETHER BY llfHD BI.Or.H SPRAY OR BY DIRECT APPI.JCA TION 1HROUQH IRRIGATION OR 01HER USE. LAac OF PROTECTION, WHETHER BY DESIGN, CONS1RUCTIOH PRACTICE OR SYSIEM OPERATION IS S1RIC1LY PROHIBITED. ff. IRRIGATION HEADS SHALL BE REIOCATED OR AIMJS1ED 10 IIINIAflZ£ OR ELJM/NA1£ 011£R- SPRA l'JNG ON SIDEWALKS, SIRE£ IS NID NON-OESl6NA TED USE AREAS. 12. RECWUD WATER QUICK COUPLING VAL~ SHALL BE OF A nPE DESIGNED FOR THE USE ON RECWUD WATER DISJRtBUTION SYS1EMS PER OLJVEHAIN AflJNICIPAL WATER DISJRICTs RUI.ES AND REGULA 'RONS. 13. ON RECWUD WATER SYS1EMS, AU. APPURTENANCES (SPRINKLER HEADS, VAL\£ BOXES, Em) SHALL BE ca.OR-cooED PURPLE PER AWWA GVIDEUN£S AND SEC'RON 116615 OF THE CALIFORNIA HEALTH AND SAl'E1Y COD£ 14. ALL IRRIGATION PIPE SHALL BE STENCIi.ED Vl1H WARNING, "NON-POTABLE OR RECWUD WATER•, COLOR-COOED (PURPLE} AND LAID Vl1H WARNING TAPE AND STENCILING ORtEN~ TOWARD THE TOP OF THE TRENCH PER THE OLJVEHAIN Afl.JNIQPAL WATER DISJRI{;~ RUI.ES AND REGULA 'RONS. 15. ON NEW ON-SIT£ SYS1EMS {POST-METER), POTABLE WATER, CONSTANT PRESSURE RECWUD WATER AND SEIIER LINES SHOUt.D BE Pl.ACED A M/NMM OF FOUR -FEET APART OR AS DIRECTED BY THE PRO.ECT ENGINEER AND/OR REGULATORY AGENCY. MEASVREIIENTS SHALL BE BETl1EEN FACING SURFACES, HOT PIPE CENTERUNES. 16. CONSTANT PRESSURE RECWUD WATER LINES SHALL CROSS AT LEAST TIE.\£ INCHES BELOW POTABI.£ WATER LINES AND MAINTAIN AT LEAST TIE.\£ INCHES CROSSING SEP.ARA 110N BETl1EEN 01HER UTIUTIES. 17. IF A CONSTANT PRESSURE RECWUD WATER UN£ MUST BE /NSTAl/ro ABO\£ A POTABLE WATER UN£ OR LESS 1HAN TIE.\£ tNCHES BELOW A POTABLE WATER LINE, 1HEN 1HE RECWUD WATER LINE SHALL BE INSTAL.Lro VllHIN AN APPROYED PROTECTI\£ SUE\£ AS PER THE OUVEHAIN Afl.JNICIPAL WATER DIS1RICTs RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHU7DOr.H lEST SHALL BE DONE BY THE OLJVEHAIN Afl.JNICIPAL WATER_ OISJRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMIENTAL HEAL1H. 19. THE REQUIRED CROSS-CONHEC'RON INSPECTION SHALL BE DONE BY El1HER THE OLJVEHNH MUNICIPAL WATER DIS1RICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL 1H. COPIES OF INSPEC'RON REPORTS llfLL BE FORWARDED 10 THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCA 1IONS PROPOSED FOR RECWUD WATER "DO HOT DRINK" SIGN SHALL BE CAt t m OUT ON THE Pt.ANs. 21. MHEN RECYCLED WATER BECOMES AV>Jl.tBtE; AN ON-SIT£ USER SUPERVISOR SHALL BE D£SIGNATED IN MITING. 1HIS INDIVIDUAL SHALL BE FAMILIAR Vl1H PLUMBING SYSlEM VllHIN THE PROPERTY, Vl1H THE BASIC CONCEPTS OF BACKFLOW/CROSS-CONHEC'RON PROTECTION, THE RECWUD PUREY0R'S RULES AND REGULATIONS AND THE SPECIFIC REQUIRBfENTS OF A RECWUD WATER S'tSlEM. COPIES OF THE DESIGNATION, Vl1H CONTACT PHONE NUMBERS SHALL BE PROVIDED 10 THE OLJVEHAIN AflJNICIPAL WATER DISTRICT. IN CASE OF BIERGENCY CONTACT SHARI.IN ,a55 JGSf OR AFTER HOURS CONTACT SHARI.IN KISSINGER AT (780) 1.J8 3551 AT (780) 1.J8 3551 22. ALL PUBUC AND PRIVA1£ POTABLE WATER MAINS INa.uDING RR£ MAINS AND ANY WATER llfJ t S AND WATER COURSES VllHIN THE RECWUD WATER PRO.ECT SHALL BE SHOr.H ON THE PLANS. 23. CALL OUT ON THE Pl.ANS IF 1HERE ARE OR ARE HOT DRINKING FOUNTAINS AND/OR DESIGNA 1ED OUTDOOR EATING AREAS ON THE Sl1E. 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETl1EEN ADJACENT AREAS IRRIGATED MflH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE. CONCR£1E MOW STRIPS OR 01HER APPROYED M£1HODS. 25. ALL IRRIGATION BACKFLOW PREVENTER$ SHALL BE 1ESIED dY A CERTIFIED 1ES /ER AND RESULTS MUST BE GIVEN 10 THE CITY AND THE OLJVEHAIN Afl.JNICIPAL WATER DIS1RICT. PIPE BETl1EEN TH£ METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARO C(NIPER". THE FOU.OMJNG GVIDEUN£S FOR THE USE OF REC\'a.EZ) WATER ARE 10 BE PERMANENTL. Y POSTED INSIDE THE DOOR OF EACH CONTROLLER llf/ERE 1HEY ARE EASILY \fSIBLE Pl.ACE ON 6-1/2" X 11• SIZED SIGN. COLOR: PURPLE BAacGROUND Mf1H su.ac LET1ERING. 1. Gl'fPB"fl fW B£Gmro '!'AJER ug A. C. D, £ F. G. /RRIGA7£ BETl1EEN THE HOURS OF 10:00 P.M. AND 6:00 A.II. ONLY. WA1ERING OUTSIDE 1HIS TIME FRMI£ MUST BE DONE MANUAL.LY Vl1H QUALIFIED SUPER11JSORY PERSONNEi. ON-Sl1E. HO SYSlE'AI SHALL AT ANY TIME BE LEFT UNA T1ENDED DURING USE OUTSIDE THE NCHIAL SCHEDULE. /RRIGA 7£ IN A MANNER 1HAT llfLL 11/NMZE RUN-OFF, POOLING, AND PONDING. THE APPI.JCATION RAT£ SHALL HOT UG&D THE INFILTRATION RAT£ OF THE sat. TIMERS MUST BE AIMJS1ED SO AS TO BE COMPATIBtE Vl1H THE LOIIEST SOIL INFILTRATION RAT£ PRESENT. 1HIS PROCEDURE MAY BE FACIUTATED BY THE EFFICIENT safEDUI.ING OF THE AUTOAfA TIC CONTROi. Q.OCICS, (I.E., EIIPLOYJNG THE REPEAT FUNCTION 10 BRCAK UP THE n>TAL IRRIGATION TIME INR> Cm£S lHAT lfU. PROII07£ MAXMIUltf SOIL ABSORPTICW). AIMJST SPRAY HEADS 10 EUt.tlNA 7£ OVERSPRA Y ONTO AREAS HOT UNDER THE CONTROi. OF THE CUSTOlilER. FOR £XAMPL£, POa. DECKS, PRIVA1£ PATIOS AND LOlS, AND SJREE IS AND SIDEWALKS. -- ltfON/TOR AND MAINTAIN THE SYSlEM TO 11/NMZE EQUIPMENT AND MA 1ERfAI. FIJIJJR£ BROKEN SPRINKLER HEADS, LEAKS, UNREUABLE VAL\£$, Em, SHOULD BE REPAIRED AS SOON AS 1HEY BECOME APPARENT. THE LANDSCAPE CONTRACTOR IS R£'SPONSIBI.£ FOR EDUCATING EACH EIIPLO\'EE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASS. REGARDING THE PRESENCE OF REC\'a.EZ) WATER. MAINTENANCE PERSONNEi. MUST BE INFORMED 7HA T WATER IS FOR IRRIGATION PURPOSES .JNI. Y AND IS HOT APPROYED FOR DRINKING OR FOR HAND AND root. WASHING, Em OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICA1IONS 10 ANY PRIVA1£ ON-SIT£ FACIUTIES. SUCH CHANGES MUST BE WTIED 10, AND APPROYED BY, THE DIS1RICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE Vl1H DIS1RICT STANDARDS. 1. 2. ALL REC\'a.EZ) WATER SPRINKLER CONTROi. VAL~ SHALL BE TAGGro Vl1H IDENTIF/CA TION TAGS. A. TAGS SHALL BE EA 1HERPROOF PLASTIC, J"x 4•, PURPLE IN ~ Mf1H THE MJRDS "WARNING BfW ffl WAJER -DQ NOT ~ MIPRINTED ON ONE SIDE. AND •Al§O -AGUA fMPURA-NO IQMAR" MIPRINTED ON THE 01HER SID£ IMPRINTING SHALL BE PERMANENT AND BLAac IN ca.OR. USE TAGS AS AIANIJFAC1URED BY T. CHRISTY EN ,ERPkiSES OR APPROYED EQUAL B. ONE TAG SHALL BE ATTACHro 10 EACH VAL\£ AS FOLLOWS: 1. ATTACH TO VAL\£ STEIi DIRECTLY OR llfTH PLASTIC 11£-IIRAP ~ 2. ATTACH 10 SOLENOID MR£ DIRECTLY OR V/11H PLASTIC 11£-IIRAP Ri. 3. ATTACH TO VAL\£ C01,£R MflH EXISTING VAL\£ C01,£R BOLT. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS REC\'a.EZ) WATER SPRINKLER HEADS. EACH AUTCMMTIC CONTROLLER AND ITS ASSOCIATED EQIJIW SHALL BE IDENTIFIED Vl1H A SIGN BEARING TH£ IIOiOS "Bfmgm lfAlJI l'SfP fPB IRRIGAIIQN" IN ENGLISH AND SPANISH, llfTH Bt.Aac I.EliERSTHIGH ON A PURPLE BACICROUND. THE SIGN SHALL BE Pl.ACED SO lHAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEi. UTIUZING THE EQUIPMENT. DECLARATION OF RBSPONSmLE CHARGE: I HEREBY DEa.AR£ lHAT I AM ARQIJECI OF 11t1RK FOR 1HIS PRO.ECT, 1HA T I HA\£ EXERCISED R£'SPONSIBI.£ CHARGE O1,ER THE DESIGN OF 1HIS PRO.ECT AS DEFINED IN SEC'RON 670.3 OF THE BUSINESS AND PROFESSIONS CODE AND 1HAT THE DESIGN IS CONSISTENT MflH CURRENT STANDARDS. I UNDERSTAND lHAT THE CH£ac OF PRO.ECT DRAllfNGS AND SPECIFICATIONS BY THE CITY OF CARLS8AD AND SAN DIEGO COUNTY DEPARTMENT OF ENVIROMIENTAL HEAL1H IS CONFINED TO A REMEW ONLY AND DOES HOT REI.IE\£ ME, AS ARQfJECI OF IIORK, OF MY RESPONSIBIIJTIES FOR PRO.ECT DESIGN. 1HESE Pl.ANS HA\£ BEEN PREPARED IN SUBSTANTIAL CONFORIIANC£ Vl1H THE APPROYED I.ANSCAPE CONCEPT Pl.AN, WATER CONSERVATION Pl.AN, RR£ PR01£C'RON Pl.AN, AND ALL CONDITIONS OF APPROVAL REI.A 1ED ro LANDSCAPING. FIRM NAM£ ct ADDRESS: PM ARCHl1£C7S i I 111 IIEST OCEAN SLM>, LDNG sea,, CA 9080.J PHONE NO: ( ¥? ) .111P.u.-::.!1ii1S-.. ____ _ REGISTRATION NO: C.3011@ EXPIRATION DA1E: ___ 4-Y>-......, __ 17 __ _ / BLACK LOGO ;-: PURPLE BACKROUND ~ 1" _BLAC_ K LETTERS 36" / In Order to Conserve Water ... DI RT (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER SH HANDS AFTER CONTACTING LAVESE US MANOS DESPUES DE USAR RECYCLED WATER IN USE DO NOT DRINK NO TOME EL AGUA DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . ---.,// NO OFFSITE W to a~ l!RfS / '"" ---,. POTABLE WATERLINE---~ I POTABLE WATER METER AND-~ I I en BACKFLOW DEVICE 2 QH 'ri]R[S - LEGEND: -------PROPERTYUNE _____ ,,_ ____ ,,_ ____ ,.,_ EXISTING WATER AND FIRE LINE (PER 2012 EX. COND. PLAN) ----PROPOSED SANITARY SEWER LINE (PER SALES TRAILER PLAN) ---,------,____ EXISTING SANITARY SEWER LINE (PER 2012 EX. COND. PLAN) ,-.~ "0 EXISTING STORM DRAIN LINE (PER2012 EX. COND. PLAN) ,__.._,,470,,,uav,,~ PROPOSED STORM DRAIN LINE (PER EQUINOX PLAN) ,.... •··-EXISTING GAS LINE (PER 2012 EX. COND. PLAN) -· ·,···· EXISTING ELECTRIC LINE (PER 2012 EX. COND. PLAN) ----EXISTING TELEPHONE LINE (PER 2012 EX. COND. PLAN) ---EXISTING CATV LINE (PER 2012 EX. COND. PLAN) NOTE: RECYCLED WATER METER LOCA T/ON WILL DETERMINED IN THE FUTURE NO RECYCLED WATER INFRASTRUCTURE IS CURRENTLY AVAILABLE-PER OWMD LEGEND RECYCLED WATER SIGNS /RR/GA TION MAINLINE POTABLE WATER METER BACKFLOW PREVENTION DEVICE INSTALL PER OMWD P7/'.l FUTURE RECYCLED WATER ~ /RR/GA TED AREA 'WA'l'BR EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR MflH THE REQUIRBfENTS FOR LANDSCAPE AND IRRIGATION Pl.ANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE IIANUAL ct WATER EFFICIENT LANDSCAPE REGULATIONS. I HA\£ PREPARED 1HIS Pl.AN IN CONPUANCE VITH THOSE RE~ TIONS AND THE LANDSCAPE IIANUAL. I CERTIFY THAT THE Pl.AN IMPLEltlENTS THOSE REGULATIOll~;)JQj~VIDE EfRCIENT USE OF WATER. B~ ! Ml )------- PHONE NO: ( ¥2 ) ..t....,au::·-;.,·•.,,,,---1-,,'-/ __ I REGISTRATION NO: c.JO&f5 -"'RON DAm ---""'=~•--t .. z __ _ INSPECTION PROCEDURES 1-r IRRIGATION --.... "-MAINLINE PARCEL B PM 10283 PORTION OF PARCEL A-TITLE INSPECTION PROCEDURES: $ 0::: _J INSPECTION OF THE PRO.ECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE IIORK, OR HIS DESIGNA 1ED AGENT. R&ER 10 THE SPECIF/CATIONS FOR THE sa-lEDIJL£ OF REQUIRED INSPEC1IONS AND REQUIRED SUEIMITTALs. FOU.OMrNG COMPL£TION OF THE IIORK, TH£ LANDSCAPE ARCHITECT OF THE lltlRK lfLL. CERTIFY lHAT THE INSTALLATION HAS BEEN COtilPl.£1ED BY SUBMITTING THE •CERTIFICATION OF COMPL£TION• FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY IIUST ALSO BE MADE BY C•t t IHG THE INSPECTION REQUEST LIN£ FAX THE •CERTIRCATION OF COMPL£TION• FORM 10_ (760) 944-8943. LANDSCAPE INSPECTION REQUEST PHONE LINE: (760) 602-4802. r-co-lJNIT=--coo=sm-»m---00-----------, J>,p_o/_"4.1_ Land ani:1 Wi!Uttt ~ Divlvtta f tl-fg!rn!lysJgned by Glenn leek 1. DIS1RICT CONS1RUCTIOH INSPECTION SHALL /Na.UDE: A. REQUIRED SEPARATION BETWEEN POTABI.£ AND RECWUD WATER CITY OF' OCEANSIDE HIGHWAY ,a GI en n Lee ks\,~:~:"!~~;;:~:~:-~~~: ' , · __ ' , · ,,,efu3i[¼;-glermJe.eks@'>d-i:Ol;nty. .g~ ===---,----,--•;/ C¼t(',2016,01.2111:44:46-08' ~ Olm<NI..EliKS -~ Date- &~~ Sllf!Oialfat4. 2. 3. LINES (HORIZONTAL.LY AND l,£RTICAL.L)1. B. PIPE IDENTIF/CA TION. C. SLEEVING AT CROSSINGS. D. APPROPRfJ, 1£ MATERIALS AND MARKINGS, INa.uDING PROPER QUICK COUPLERS. AN APPROVAL LE I IER ,£GARDING THE INSPEC'RON OF TH£ PRO.ECT SHALL BE OBTAINED FROM THE CITY AND THE DISJRICT, AND BE FORWARDED 10 THE COUNTY HEALTH DEPARTMENT PRIOR· 10 FINAL INSPECTION APPROVAL. DISTRICT FINAL INSPECTION SHALL INa,t.lDE; A. SIGNAGE INSTAt t m PER Pl.AN. B. CONTROU.ER S11Cl<ERS. C. TAGGING OF VALll£S. D. COll£RAGE 1EST AFTER COMPL£TION OF THE SPRINKLER Sl"S'/BI ro ENSURE PROTECTION OF AREA HOT APPROYED FOR REC'l'a.ED WATER USE. £ ALL ASPECTS OF THE IRRIGATION COND/1IONS INCLUDING V/INDeLOr.H SPRAY, RUNOFF', AND PONDING. F. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. G. REQUIRED PROJECTION OF ~ S1REAAfS, RESER\11:lfRS, Em H. CROSS-CONNECTION lEST IF REQUIRED, I. ca.OR COOED, U.'llNA 1ED CHARTS INSIDE EACH CONJROI.LER. ANNUAL INSPECTION .SHALL INCi.UDE: A COMPI.E1E INSPECTION lHAT llfLL C01,£R A-/ OF THE DIS1RICT FINAL INSPECTION. REVISIONS MUST BE APPROYED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DIS1RICT ENGINEER PRIOR 10 IMPLEltlEHTATION IN FJELD. PAQFIC OCEAN CITY OF VISl'A CITY OF' ENCINITAS VICINITY MAP sweeney + associates IRRIGATION DESIGN AND CONSULT.ING }873(} .S~y CiHl,'0'1 Drl~e, Su',te C Me1rrleta, C:;, ns:63 v.1 i~fo@>wnfacv~>-Soc.cQroft:-(;>51) 451·6"S?(} W: wwW,SWJ/cen.eyaHOC.~om;t, \951) 45l·DSSO APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC£ __ _ EXP,----DA1E RE'JIEWED BY: INSPECTOR DA1E ~1 CITY OF ·CARIBBAD IISAEE1SI ---------------------------+----t L:!2._J_ PLANNING Dl\1SION _ 23 l---+--+---------------+---+--t---+----1 JP BULLETIN #2 JP FINAL PLANNING SUBMITTAL LAtlDSCAPI PLAHS JOB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL, CARLSBAD, CA 92009 L2.00 RECYCLED WATER TITLE SHEET 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BLACK LETTERS WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE.CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN A R C H l T ,E C T S i..11:;aJ/"";~,,,;.;;:;,,p...;;;.3~=---+--.,.~R;.;;Ng;;;.,.;,,;~t;-,1,.,.~;;,;~;;,;:~,;,,,;g;-;~,;,;~;...:s.,,;s~;;,;:;;,;;~;;.:~=T;;,,1;;:t-----1,----+---+---+----1 111 West Ocean Boulevard Suite 2000 10/2/15 JP PLANNING SUBMITTAL APPROVED: z · Z>-\-. r !e DA1E N1IAl. DA1E DA1E • PRo.ECT NO. TYPICAL SIGNS ~---------------~ ~--------------~ Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) DIG& L~ aF WIR< N1IAl. REVISION DESCRIPTION OIHER lfffltNM. N1IAl. ,,~~NO.I ail<D BY: KIS cm-AF FIICVM. RYWD BY:· Kl< PD 15-06 SYMBOL 'v NO SYMBOL NO SYMBOL IFJI IEI NO SYMBOL NO SYMBOL 121 IE] - @ • ICI IBI IEI ------------- NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL IRRIGATION MATERIAL LEGEND MANUFACTURER MODEL NO. / DESCRIPTION FLOW RATE (GPM) PSI RADIUS P.R. (TRI.) DETAIL RAIN BIRD HUNTER HUNTER HUNTER RAIN BIRD RAIN BIRD RAIN BIRD AS APPROVED RD-06-S-P30-F-NP 6" POP-UP BUBBLER HEAD WITH A RAIN BIRD 5Q-B STREAM BUBBLER NOZZLE, EACH SYMBOL REPRESENTS TWO (2) BUBBLERS PER TREE OR PALM, PLACE BUBBLERS AT EDGE OF ROOT BALL ON OPPOSITE SIDES OF TREE OR PALM, TYPICAL ADJUST BUBBLER STREAMS TO WET THE ROOT BALL AND AMENDED SOIL WITHOUT HITTING THE TRUNK OF THE TREE OR PALM. .50 (1.0 TOTAL) 30 PROS-12-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH A MP1000-90(Q/TIH)/360 ADJUSTABLE NOZZLE .19, .28, .37, .75 40 PROS-12-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH A MP2000-90(Q/TIH)/360 ADJUSTABLE NOZZLE .40, .57, .. 74, 1.47 40 PROS-12-PRS40-CV-R 12" POP-UP SHRUB HEAD WITH A MP3000-90(Q/TIH)l360 ADJUSTABLE NOZZLE .86, 1.34, 1.82, 3.64 40 5 FT 14 FT 20 FT 30 FT NIA 0.45 IN./HR. 0.45 IN./HR. 0.45 IN./HR. XFS-P-06-12 SUBSURFACE DRIP TUBING (PURPLE EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER CHIP TECHNOLOGY TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR.TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE ACTUAL SPACING REQUIREMENTS ABOVE AND IN DETAILS. CONNECTION BETWEEN XFS DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING XF DRIP LINE BARBED FITTINGS, SCH. 40 PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 112" SCH. 40 PVC THREADED 90° ELBOW, A 112" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND A XFF-MA-050 17mm BARB X 112" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 112" SCH. 40 PVC THREADED TEE FITTING, A 112" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 112" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) XFF-MA-050 17mm BARB X 112" MIPT ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. XF SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). ALL BARBED DRIP TUBING FITTINGS SHALL BE INSTALLED USING A FITINS-TOOL FOR PROPER INSERTION OF THE FITTING INTO THE TUBING. NO HEATING OF TUBING SHALL BE ALLOWED. PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1114" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS. A,B A A A C,D C,D GPH IRRIGATION/ GDFN-RDRIP FLUSH/ INDICATOR NOZZLE, PURPLE IN COLOR, INSTALLED ONTO A RAIN BIRD RD-12-NP 12" POP-UP SPRINKLER BODY. THE FLUSH NOZZLE C,D C,D E RAIN BIRD SHALL BE ORIENTED TO SEND FLUSH WATER INTO THE PLANTER AREA AND CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM. RAIN BIRD P.O.C. WILKINS VI.T. WILKINS RAIN BIRD C.S.T. LASCO HUNTER RAIN BIRD RAIN BIRD RAIN MASTER RAIN MASTER NIA AS APPROVED AS APPROVED AS APPROVED LASCO AS APPROVED AS APPROVED PAIGE ELECTRIC 3M RAIN BIRD ARV050 AIR/VACUUM RELIEF VALVE INSTALLED WITH A XFD-TFA-075 BARB X BARB X 314" FIPT TEE FITTING AND AAND A 314" X 112" SCH. 40 PVC THREADED F REDUCER BUSHING. INSTALL AIR RELIEF ASSEMBLY AT THE HIGH POINT OF EACH PLANTER. SEE PLANS FOR APPROXIMATE LOCATION AND QUANTITY OF ARV'S PER DRIP ZONE. USING AN AIR RELIEF LATERAL CONSTRUCTED OF XFD "BLANK" XF TUBING, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S MAY BE REQUIRED PER DRIP TUBING ZONE, SEE PLANS. INSTALL INSIDE A 7'' ROUND VALVE BOX. 1 112" POTABLE DOMESTIC WATER METER WITH 1112" SERVICE LINE. VERIFY METER SIZE, LOCATION AND WATER PRESSURE IN FIELD. NIA 975XLS, 1 112" RIP BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE G STRONG BOX SBBC-45SS "SMOOTH TOUCH" STAINLESS STEEL BACK FLOW DEVICE ENCLOSURE G 500XL-HLR 1 1/2" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE G REGULATOR ON THE DOWNSTREAM SIDE OF THE BACK FLOW DEVICE. SET WATER PRESSURE TO 10 PSI ABOVE DESIGN PRESSURE SHOWN ON POC NOTES. 150-PESB-R-PRS-D 1 112" NORMALLY CLOSED, PRESSURE REGULATING, PLASTIC MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE, ROUTE INSIDE CONDUIT WITH FLOW SENSOR WIRE. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. FSI-T.15-001 1 112" PVC TEE, HOPE IMPELLER TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1 114" SCH. 40 PVC (GRAY) ELECTRICAL CONDUIT, WITH MASTER CONTROL VALVE WIRES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD RECTANGULAR VALVE BOX. MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'S REPRESENTATIVE, GENTILE & ASSOCIATES (STEVEN KIM) AT (760) 214-5734 FOR FURTHER INFORMATION. V20101N-SC 2" SLO-CLOSE SCH. 80 PVC, TRUE-UNION BALL VALVE WITH SOLVENT WELD SOCKET CONNECTIONS, LINE SIZE PER MAINLINE. INSTALL INSIDE A 10" ROUND VALVE BOX. HQ-44LRC-AW 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER, ACME THREADS AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX . XXX-PESB-R-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 11/2" AND 2" SIZES), SET PRS-D PRESSURE REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER I BUBBLER HEAD TO THE HIGHEST OR FARTHEST HEAD ON THE CONTROL VALVE ZONE. INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX. XXX-PESBR PLASTIC DRIP REMOTE CONTROL VALVE, SIZE AS SHOWN (1" AND 1 112" SIZES). INSTALL A DISC FILTER AND AN INLINE PRESSURE REGULATOR ON THE DOWNSTREAM SIDE-OF EACH DRIP REMOTE CONTROL VALVE (DRCV). FOR 1" DRCV'S INSTALL A RAIN BIRD LCRBY-100D DISC FILTER AND A SENNINGER 1" PMR-40-MF PRESSURE REGULATOR. FOR 1 112" DRCV'S INSTALL A RAIN BIRD LCRBY-150D DISC FILTER AND A SENNINGER 1 114" PMR-40-HF PRESSURE REGULATOR. USE A 1 1/2" SCH. 40 PVC THREADED COUPLING, A 1 112" X 1 114" PVC THREADED REDUCER BUSHING, AND A 1 114" X 2" SCH. 80 PVC NIPPLE AS REQUIRED TO CONNECT THE 1 114" REGULATOR TO THE DOWNSTREAM SIDE OF TH_E 1 112" FILTER. INSTALL THE DRCV ASSEMBLY INSIDE A JUMBO RECTANGULAR VALVE BOX. EGP24i-PSB EAGLE PLUS 24 STATION CONTROLLER WITH INTERNET COMMUNICATIONS CARD (i CENTRAL),COMPLETE WITH A V.I.T. PRODUCTS SB-16SS 14 GAGE STAINLESS STEEL, TOP ENTRY ENCLOSURE. INSTALL CONTROLLER ENCLOSURE ONTO A V.I.T. QP-16 "QUICK PAD" ENCLOSURE MOUNTING PAD. CONTROLLER IS COMPLETE WITH TWO (2) YEARS OF !CENTRAL INTERNET BASED CENTRAL CONTROL. CONTRACTOR TO REGISTER !CENTRAL SOFTWARE AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM ADJUSTMENT WITH RAINMASTER WEATHER DATA DOWNLOAD. CONTRACTOR TO PROVIDE PROOF OF REGISTRATION AND PROGRAMMING TO THE OWNER. IF NECESSARY, PROVIDE AN ANTENNA FOR PROPER COMMUNICATION. RS-500 WIRED RAIN SENSOR, MOUNT IN RGVRSS ENCLOSURE ON THE SIDE OF THE CONTROLLER ENCLOSURE, WIRE TO THE CONTROLLER. 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD H J K L,S M,S N N NIA PURPLE RECYCLED PVC PIPE 314" -1 112" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADE 0 PURPLE RECYCLED PVC PIPE 2" CL. 315, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADE 0 PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER P PAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVING SHALL BE INSTALLED 18"-24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE THR MAINLINE NIA PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT N/A CEMENT. PRIMER SHALL BE LOWVOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW voe, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW voe, GRAY OR BLUE COLORED MEDIUM BODIED CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS. ALL SOLVENT WELD MAINLINES ABOVE 2" IN SIZE SHALL HAVE CONCRETE THRUST BLOCKING INSTALLED AT ALL DIRECTIONAL CHANGES INCLUDING Q ELBOWS (45° AND 90°) AND TEES. MAINLINE PIPES UNDER 2" SIZE AND ALL LATERAL LINES DO NOT REQUIRE THRUST BLOCKING. P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT WIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A Di.FFERENT COLOR FOR PILOT WIRES. THE CONTRACTOR SHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. DBR/Y-6 DIRECT BURIAL (I.L APPROVED) WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS ALL VALVE BOXES SHALL BE VB SERIES, PLASTIC TYPE WITH OVERLAPPING LIDS. VALVE BOX BODIES SHALL BE BLACK IN COLOR. LIDS FOR BOXES IN TURF AREAS SHALL BE PURPLE. LIDS FOR VALVE BOXES IN SHRUB AREAS SHALL BE PURPLE. ALL BOXES SHALL BE SECURED WITH A RAIN BIRD VB-LOCK-P PENTA HEAD BOLT, WASHER AND CLIP. BOXES SHALL BE AS SHOWN BELOW: DESCRI PT.ION 7" ROUND BOXES 10" ROUND BOXES STANDARD RECTANGULAR BOXES JUMBO RECTANGULAR BOXES / VALVE CALLOUT LEGEND I CONTROLLER LETTER I STATION NUMBER I VALVE SIZE IN INCHES I l VALVE FLOW RATE IN G.P.M. .--...... -..,..~-r--, A20 1.5' 35 30 -OPERATING PRESSURE (PSI) S 1.75 1,500 -ZONEAREA(SFT) LL LZONE PRECIPITATION RATE (IN./HR.) IRRIGATION METHOD SEE CHART HYDROZONE NUMBER SEE CHART SHRUB AREAS (PURPLE LIDS) VB-7RNDP VB-10RNDP VB-ST.DP VB-JMBP FOR DRIP TUBING ZONES 1,750' -LENGTH OF DRIP TUBING TUBING 0,P,R R s 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN IRRIGATION NOTES 1. 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. 2. 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. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE 13. 14. REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 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. NOTE: RECYCLED WATER METER LOCA 71ON WILL DETERMINED IN THE FUTURE NO RECYCLED WATER INFRASTRUCTURE /S CURRENTLY AVAILABLE-PER OWMD sweene!:J + associates IRRIGATION :l!llll !ill 0£$1GN AND CONSULTING 38730 .Sky C.<l.r>'/Oll Orl¥G-, 5-t.!ll<; C M•.Hriota, c~ 92!>63 f: 1~·f0:@ew?.i.,-n€yasso-(:.i;om. t., {951) 4G1•(;8l0 W'. WWW,)WC-¢r,<J1/0$$<.H.~Onl,f: \951) 4(,la6S50 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP. ___ _ DAlE REVIEWED BY: INSPECTCR DAlE t----+--t-----------+--+---+---+-----1 ~ 11 CITY ~.Nf ~~BAD I~ (562) 901-1500 (t) (562) 901-1501 (f) n?t17/H ID 02/08/H JP 01/27/H JP 01/19/H JP 2/18/15 JP 12/3/15 JP 10/30/H JP 10/2/15 JP DA1E N1IAL ENGi ER aF MRC BULLETIN #2 FINAL PLANNING SUBMITTAL 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 2ND PLANNING RE-SUBMITTAL PLANNING SUBMITTAL DA1E N1IAL REVISION DESCRIPTION 01HER llff((NM. DA1E 11111W. aTYKPNNM. LA1IDSCAPB PLANS l'OR: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L2.01 IRRIGATION LEGEND APPROVED: 14,-l &.~ f:::IL.;-ft ' " -Z· ZA--~'-e ~G Uffl't D 1: -=ii I PRO.ECT NO. I DRA=~NO. CHKD BY: KK RVWD BY: KK PD 15-08 1 \ ·--.J \\ \ \ .. /.2 I• 6 30 \ \ 3 B 3.00 N/A ' \ Al I• 16.4 40 1,640' ' I DT D.72 1,979 TUBING ~,,--WATER EASEMENT I .. -1 I I I I I I I I ■ IRRIGATION POINT OF CONNECTION #1;--""' REFER TO NOTE "A" I A9 1· 18.0 ~I a:: ' ~ IL 0 I- ~ ...J _Ji 1,570' A3 . TUBING I A4 / / 1· DT 1· 15.7 0.72 16 ; 2' DT 0.72 2,177 TUBING ?; 3 B 3.DD ./ ' --. --- --. r / ~ a:: ·O s IL ··········o I-___ ··~ ...J: I ii 'i I i I I I I ; I 'I I 4--·'--· --'''-· ·~· -'lftli•; ! ··-·---I ----=-=-""'11,1 I' IRRIGATION CONTROLLER "A";--~ REFER TO NOTE "B" EQUINOX BUILDING - Al2 I I I Al3 I 2 I; Al4 2 Al5 II 2 1· 11.B 40 I, 18D' OT 0.72 1,429 ~UBING I" 12 40 MPR 0.45 1,829 I" 14 40 MPR 0.45 2,134 I" II 40 MPR 0.45 1,677 ---=.'.:;;:~~ ~=:_-:·=~ ~~-==-~~==~~,~ ': 4::; ~ --·---~~ ~ --~' . =··--, --~--~-~ . / 314" , : / ~4• 1114' 1114' 1" -., . / (·1,-·,\ E PROPERTY~ C./ I('\ u NE k1--~"~· '.1) v--_l---.r-,/~f4,--.:V'--,1 .. c---v,-,.1·~~-v--r1·--v-r1·---'cV~i~4,.,, ,c-.• ---v~-;'-i:',y; EL CAMINO REAL PARTIAL IRRIGATION PLAN SCALE: 1 "=20' ' PROPERTY • 1114' LINE D' 10' 20' r ~-AIO I' 4 30 ·-1114" ~ 3 B 3.00 N/A Al I 1· 11.7 40 1,170' I OT 0.72 1,415 UBING 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 40 / 1,901 30 / N/A ~ , ') 1/4' /, ! ' ·, I I' NOTEA: POINT OF CONNECTION (POC) #1 SHALL BE A 1 1/2" DOMESTIC WATER METER WITH A 1 1/2" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATER PRESSURE. SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WATER PRESSURE AT POC: DESIGN WATER PRESSURE: MAXIMUM SYSTEM DEMAND: RESIDUAL WATER PRESSURE: NOTE B: 147 71.3 20 75.7 PSI STATIC PSI GPM PSI CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVEPRIOR TO STARTING WORK. NOTE C: THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTED: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT NAME: Equinox PROJECT ADDRESS: 7710 El Camino Real Carlsbad, California POINT OF CONNECTION NUMBER: 1 CONTROLLER NUMBER OR LETTER: A REFERENCE EVAPOTRANSPIRATION RATE (Eto): 47.0 INCHES/ YEAR TOTAL OF HYDROZONE AREAS (HA): 32,104 SQUARE FEET . TOTAL OF SPECIAL LANDSCAPE AREAS ( SLA): 0 SQUARE FEET TOTAL LANDSCAPE AREAS (LA): 32,104 SQUARE FEET MAXIMUM APPLIED WATER ALLOWANCE: TOTALMAWA = (Eto) x (0.62) x 1(0.SSx LA)+ (0.45x SLA)I = 514,531 GALLONS/ YEAR ESTIMATED APPLIED WATER USED: TOTALEAWU = (Eto) x (0.62) x [((PF x HA)/IE) + SLA] = 507,052 GALLONS/ YEAR HYDROZONE AREA (HA) CALCULATIONS FOR HYDROZONES: HYDROZONE PLANT HYDROZONE DESCRIPTION AREA(HA) FACTOR(PF) HYDROZONE #1: SHRUB PLANTING WITH DRIP TUBING 18,538 0.50 HYDROZONE #2: SHRUB PLANTING WITH MP ROTATORS 13,566 0.30 TOTAL OF ALL HYDROZONE AREAS (HA) ON THE PROJECT: 32,104 CALCULATED AVERAGE IRRIGATION EFFICIENCY OF ALL HYDROZONE AREAS: AREA PLANT SPECIAL LANDSCAPE AREA DESCRIPTION (SFT) FACTOR{PF) SLA#l: SPORTS TURF AREA WITH ROTOR HEADS 0 N/A SLA#2: EDIBLE PLANTINGS 0 N/A TOTAL SPECIAL LANDSCAPE AREAS (SLA) ON PROJECT: 0 I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN SW n IRRIGATION bl + associates DESIGN ANO CONSULTING J!l/3-0. Sky C~11yun. Or\v~, 5uito' c Murrlet<1, ca 92"%3 e;'i11fo@>wttene.yijHOc.,om t: (951) 461-6830 w: www.~.w,ren:ev~:;,soc..com:f, rnst) 4lil-e1$5.0 FINAL AS-BUil T PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES NOTE: WATER IS POTABLE BUT SYSTEM IS DESIGNED FOR FUTURE CONVERSION TO RECYCLED WATER. ALL EQUIPMENT PROVIDED IS READY FOR FUTURE RECYCLED WATER CONVERSION. THIS PROJECT USES LESS WATER THAN THE MAXIMUM APPLIED WATER ALLOWANCE ADJUSTED HA IRRIGATION (PF x HA) EFFICIENCY {IE) 9,269 0.800 4,070 0.700 13,339 0.758 HYDROZONE IRRIGATION AREA (HA) EFFICIENCY (IE) N/A N/A N/A N/A KEY PLAN ----_J NTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RCE __ _ EXP-----DAlE REVIEWED BY: INSPECTOR DAlE fsiii'il I CITY OF CARLSBAD 11 SiEElS I 1----+----+--------------+----+-----11----+----1 LJ1j _ PLANNING DIVISION . . 23 1----+---+-------------------+---+---+---+----I 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/1 JP 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 4TH PLANNING RE-SUBMITTAL 12/3/15 JP 3RD PLANNING RE-SUBMITTAL 10/30/1 JP 2ND PLANNING RE-SUBMITTAL LAIOlSCAPB PLAR!l J'OR: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L2.02 IRRIGATION PLAN APPRO'vED: ~1 ~ fal.olt: z-vt.~ (562) 901-1500 (t) (562) 901-1501 (f) 10/2/15 JP DA1E N1IAL EIIGI FR CF WORK PLANNING SUBMITTAL DA1E N1IAL REVISION DESCRIPTION 01HER APl'ROYAL D • PRo.ECT NO. I DR=~NO. DA1E N1IAL • CHKD BY: KK at. SJ I IM...I. RW.O BY: KK PD 15-08 I I -.1---··--·····--· ...J ::c (J !;j: ~ ::.:: 0:: . ~ IL 0 I- ~ ...J --~------------------- I / I / 1 PARTIAL IRRIGATION PLAN SCALE: 1 "=20' LIMIT OF WORK --/ I I I I ~--, .: ----··---· .,. ..... O' 10' 20' I ' I I T I I I ----·---__ , ···-- I I I I I I ! I, I L 7 E~~~EE~T '··-·-> I '··~-::t-·- \ \ I i 1 ... I 1 I · • I \ \ \ IN~. 40' Q7 ' \ •, •, \ E / \ . ', I " I \ \ .. \ FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL PLANS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES IRRIGATION CONTROLLER RUN TIMES I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweeney + associates IRRIGATION DESIGN AND CON5U,TINci IW 36730 Sky Canypn Orjve, Suite C Muni~t:.i,, c:~ 9ZSQ~ e; fnfo@swej')not--n5>ot,c◊m·t, (951) 461·&230 w: www.,,\\l,1i'ene-1at.:;occ◊rri f:. (951) 461·6850 Plant/ lrrjg. Type AKc I Pr Rate IE JAN FEB MAR I APR MAY JUN JUL AUG i;lEP OCT NOV DEC e-'-'=c:....:.:=-=-=-f-, -==--LC-'-'-=-'--'='-----'--='---'._c.c._=--+-~'-'-.'-'-"--'-'-'---"''--+--'--+. ---'-'-'---'-'---+--'--+-----'--'--'--', .............. ,. shrufi(;;,'i(\;;:scri~i:; ~;:+---ia14c;;'.BT-l-i:17ii.=.9-+-72ia3.;',9,+~2"'1"".3.-+.3:a:2a':.9.-t.3ci6;c'.o;,-+--;c;39~A',--J---i;37;;.-;;4+-ii:3iao .. :=,;o+~2'i-1;"; .. 3.-+.1"ic6a" . .o.-t-'C13;"; .. 5c-. +M~1n.:-imca:·a :a'yt-=zn"'ne~ M~Jill1'>tilf\ff~l1!!:t;1 Number of Zones;~ 103.9 125.0 167.1 191.3 230.3 252.0 275.5 261.9 210.0 149.0 112.0 94.8 Tota:) Min.lDay 1 ! , I 'tt<i~§i! i!:ii :ilii!lilii! ii! ; 111::i"' '""cc'-"''ri.:.:.!i i+'1'i+i!i li;:'°.;;.'75;;;';.,;/+. --::,:6·;:;,9·,-+---,;;8,.:,.3ri--,-11,c.· 1:c-t---ic12':c' • .:C-8 -+--i1ci"51c,.4+.1c.a6',a8-+.1aa8ciA,-+--;c;17co.5rl~14c'i.o;;--J--i:9a".9ca-f--a7oi-5',;-t-;6:'a.3".-+. .Ma"in71.17Daa;y~/ZD=,;;;ne":-,-, !i!ll.li~e'.~!'!id!ii ili!i Number of Zones; 111,11411J:!il 27.7 33.3 44.6 51.0 61.4 67.2 73,5 69.8 56.0 39.7 29.9 25.3 Tol'!I Min,/Day Total Number of Zones: 21 255 307 410 469 Total Controller'Run Time in Houl's: 4 .. 25 5.11 6.,.83 7.82 JAN FEB MAR APR . : I I I 565 9 .. 42 MAY 618 10.30 J.UN 676 11.26 JUL 643 10.71 AUG 515 366 275 233 8.59 6;09 4,58 3,88 SEP OCT NOV DEC Total MinJDay Total Hrs./Day t : I '. ' . """""' ... "J'" .... ., ---, . .,.,..,.1 .. : . . ....... ., '-------. .. .. .. -•------... -.-... . ... • . ., ... , ..... --------- Note: These schedules are intended only for compliance willl l<1cal nwnicipal i,odes;,nd the water efficient landscape ordinance, Th<!S<! calculations · ························· repr!!sent Ille MAXIMUM REASONABLE run times and are used to ensure that all irrigaticm may be completed during the.specific watering window allowed. These sc:hedulesdo not include rainfall, site soil types,specicic exposures(shade versus sun), actual irrigation days, orspedfiesiope .... position. It is solely the responsibility of the irrigation contractor to program the control.lee as required to apply the correct.amount oflrrfgalion ···· water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, ,;atellite provided ET ·· data, soil moisture senS!lrs, and rain shut off devices as required. Contractor shall provide a contr9ller ,;<:lle<l~le Inside the controll.er cabinet prior · ... '"jtQ final. turnover of!he project to the owner. WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER HYDRAULIC GRADE LINE (FT) ELEVATION DIFFERENCE (Fl) REMOTE CONTROL VALVE ii R.C.V. DEMAND (GPM) HIGHEST HEAD SERVED (FT) 1 0 0 A7 18.2 Q WATER METERSiZE. (Inches) WATER MEIER ELEVATION. (Fl) STATIC PRESSURE (PSI) REMOTE CONTROL VALVE SJZE(ln.) TOTAL DEMAND (GP M) · STATIC PRESSURE AT HIGHEST HEAD 1.50 147:0 1.50 18.2 0.0 PRESSURE LOSS CALCULATION IS PROVIDED FORTHISPROJECT BY SWE;ENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WllliOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION I ' 1.50 SERVICE LINE (50 FT OF TYPE K COPPER) 1-50 WATER.METER (XXXXTYPE) 1.50 BACKFLOW PREVENTER (R/P TYPE) I 1.50 FILTRATION(WYEFILTER) 1.50 PRESSURE REGULA TOR (WILKINS 500HLR} 1..50 BFD ASSEMBLY PIPING (BRASS WI 4 ELL.S) 1.50 MASTER CONTROL VALVE 1.50 FLOW SENSOR i 2.00 ISOLATION VALVES (BALL TYPE} i 2.00 400 FEET OF MAINLINE: Cl. 315 PVC ' 2.00 10 -90 DEGREE ELBOWS ' 1.50 REMOTE CONTROL VALVE ASSEMBLY 10% LATERAL LINE LOSSES i i 20% FlmNG LOSS (IN ADDfflON TO ELBOWS SHOWN) 0.00 ELEVATION CHANGE (P.O.C. TO HIGHESTHEAD) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU i/15) PRtcSSURE REQUIRED AT HEAD (OPERATING PRESSURE) TOTAL PRESSURE REQUIRED (SUM OF #16 AND #17) STATIC WATER PRESSURE.(FROMABOVE) i RESIDUAL PRE.SSURE (SUBTRACT #18 FROM#19) 1 SET PRV ORMCV AT (#18 PLUS 10 PSI) I FLOW 18.2 18.2 18.2 18.2 18.2 18.2 16.2 18,2 18.2 18.2 18.2 18.2 18.2 NIA NIA NOTE: WATER IS POTABLE BUT SYSTEM IS DESIGNED FOR FUTURE CONVERSION TO RECYCLED WATER ALL EQUIPMENT PROVIDED IS READY FOR FUTURE RECYCLED WATER CONVERSION. NOTE A # LOSS 1 0 .. 92 2 0,80 3 12.00 4 2·00 5 2,00 6 0.75 7 o:oo 8 1.00 9 1.00 10 1.40 11 0.70 12 4.50 13 4.00 14 0.28 15 0.00 16 31.3 17 40:0 18 71.3 19 147.0 20 75] 21 THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL. NOTE B1 CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTEC1 THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. PSI PSI. PSI PSI PSI PSI PSi PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI PSI APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RCE __ _ EXP,----DATE RE\1EWED BY: INSPECTOR DATE ~1 CITY OF CARLSBAD II SHEETS I 1----+--+--------------t----,+---t..--+---1 L..2:!:..J. PLANNING DIVISION _ 23 -----------------------------------1 LAHDSCAPI PLUIS l'OR: ft .. 02/17/1 JP Fl'1AI o,~r, oi:::_c, 1 1 "' LA COSTA TOWNE CENTJ!:R -BLDG. 7710 02/08/1 JP BULLETIN #2 7710 CAMINO REAL. CARLSBAD, CA 92009 01/27/1 JP FINAL PLANNING SUBMITTAL L2 03 IRRIGATION PLAN 01/19/1 1 JP 5TH PLANNING RE-SUBMITTAL . ARCH I.TECTS 12118115 JP 4TH PLANNING RE-SUBMITTAL 1 •-Ro•rn. ::;rr I ""1,;a21;,;a3;,,,;11""'5,..._,J,..P--1--,3.,.R.,,,D,..,P,,.LA..,..,.,N,..,N,...IN,.,,G,..,R,,.,E,,_-s,,,,u,.,,B.,,,M..,.,I..,,TT.,.A,.,L _____ +-_-+_--tt----+---1 .. -,....-...... NIN_·G_ ..... _ ••.... l .... 'Cd0\ .... ·'-=........a9;;.;-1-·...atd=l-4t ... ·.._ __ z. zf-l<e 10/3011' JP 2ND PLANNING RE-SUBMITTAL _....,... _ 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) 10/2/15 JP PLANNING SUBMITTAL 6\lJf 1:n~ ~ 1 PRo.ECT NO. I DR~!'!~GJLNO. a::., .... ~ REVISION DESCRIPTION = ... ~ :.~ ... = = =~ II PD 15-08 _ ......- ------------------------- NOTE: 12" --------INSTALL POP-UP SPRAY HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS ,__ ____ POP-UP SPRAY HEAD, 6"-12" HEIGHT, SEE LEGEND FOR BRAND, MODEL, FEATURES, AND NOZZLES REQUIRED. SPRINKLER INLET HAS 1/2" NPT THREADS. lt112" ~~----INSTALL POP-UP SPRAY HEAD 1/2" ABOVE FINISHED ~-GRADE IN SHRUB AND GROUND COVER AREAS 111' 11 11 i' 111111 UNDISTURBED SOIL 11 llUI I 11111 I 11 "-'' I 1=111=1 ,,-----SIX (6) INCH POP-UP SPRINKLER HEAD ~--PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, SAME MANUFACTURER AS SPRINKLER HEAD. 6" POP-UP HEAD CONFIGURATION SHOWN. SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON DRAWINGS, INSTALL BELOW FINISHED GRADE AT DEPTH SHOWN ON >k-,r-__ _j,;lL=======~:::~1--1.---,;.LEGEND AND PIPE INSTALLATION DETAIL INSTALL SPRAY HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRAY HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRAY HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRAY HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER THE LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. ,,----DRIP LINE OF CANOPY TREE/PALM l------c,41--1=~4---ROOT BALL OF TREE/PALM ' --,""'i--6" POP-UP STREAM BUBBLER, 90 DEGREE ARC PATTERN WITH TWO (2) STREAMS, ADJUST NOZZLE TO AVOID OVERSPRA Y ONTO THE TREE/PALM TRUNKS AND TO IRRIGATE ROOT BALL AND AMEDNDED SOIL AREA. SEE POP-UP SPRINKLER DETAIL FOR INSTALLATION. '-'-;-~--3/4" PVC TEE FITTING 'l-------3/4" PVC LATERAL LINE PIPE FROM RCV SECTION VIEW-N.T.S. PLAN VIEW -N.TS. @ POP-UP HEAD I DRIPLINE TUBING EXTENDS TO LIMITS SHOWN ON PLANS + I I I LINES FOR ARV ---AIR RELIEF VALVE, INSTALL AT HIGH POINT OF THE DRIP TUBING SYSTEM ® TREE BUBBLER LAYOUT J-~-----PVC HEADERS EXTEND ACROSS '7 PLANTED AREAS FOR DRIPLINE TUBING GRID (TYPICAL) I I + I I I DRIPLINE TUBING~ EXTENDS TO LIMITS . SHOWN ON PLANS ~ ---- BLANK TUBING TO I CONNECT DRIP TUBING -·-·-·--+--+-d------DRIP INDICAT:~,HEAD --~ I I I ~ • I I ~ + I I I I ~----·-· • CONNECTION BETWEEN_____,,/ : DRIPLINE AND PVC HEADER 1 ~ -----------.---- -~----, ONDJSCHARGE ~EADER • ~ ,CONNECTION BETWEEN __.. •7DRIPLINE AND PY~ HEADER I L: I I I ---,,,,, •------' PVC DISCHARGE HEADER, SEE : PLANS, 1 1/4" MINIMUM SIZE, / ---12" BELOW GRADE ,1 ---- I I I --I ,"< ._ I I I I ~ --~ --~ •~ PVC SUPPLY HEADER, SEE PLANS, : 11/4" MIN. SIZE, 12" BELOW GRADE ~ •---PVC SUPPLY HEADER, SEE PLANS, 1 1/4" MINIMUM SIZE, 12" BELOW GRADE DRIP CONTROL VALVE _J SEE PLANS AND DETAILS FOR INSTALLATION PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1 1/4" MINIMUM, INSTALL 12" BELOW GRADE DRIP TUBING LAYOUT L~~"~""°~~~, ~-DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1 1/4" MINIMUM, INSTALLED 12" BELOW GRADE ~---PAVING SURROUNDING AND ADJACENT TO PLANTER AREA "'----------VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. NOTE: SEE LEGEND AND PLANS FOR THE NUMBER OF AIR RELEASE VALVES AND FLUSH VALVES REQUIRED FOR EACH DRIPLINE CONTROL ZONE. ©c"F)'l:1ht 2014 5w,eney & Asoocioles, Inc. PLAN VIEW -N.T.S. NOTE: SHRUBS OR GROUND COVERS,-----------;~/ r; SEE PLANTING PLANS r~~ V 1~ 1 ~--I' DRIP TUBING SUPPLY OR DISCHARGE-----__,__,,__ HEADER, PVC LATERAL LINE PIPE, 1 1/4" MINIMUM SIZE, OTHERWISE SIZE PER THE DRAWINGS GPH IRRIGATION PRODUCTS 9" PVC--~ COATED WIRE STAKE, #GDTS140900, INSTALLED FIVE (5) FEET ON CENTER DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS. FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90' ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION. FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND TWO ADAPTER FITTINGS FOR THE CONNECTION, @ DRIP TUBING CONNECTION NOTE: INSTALL POP-UP INDICATOR HEAD 10" OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING "'o~---POP-UP INDICATOR HEAD, WITH A ,r---4"----,IL-----6 ·----+,< GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN-R, PURPLE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. 1 " ,; :it1/2"_' DIRECT FLUSH STREAM INTO PLANTER. ~~ INSTALL POP-UP INDICATOR HEAD -----1 • I" 1/2" ABOVE FINISHED GRADE IN 11-_ I_T SHRUB AND GROUND COVER AREAS ITT::~ UNDISTURBED SOIL 11=1 ---SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL ---DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL ---DISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHED SOIL GRADE, TYPICAL ---SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS ----RAIN BIRD RD-12-NP, 12" POP-UP HEAD ---PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL#GSJ0512 -------DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 11/4" MINIMUM SIZE PER THE DRIP INSTALLATION DETAILS INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE. INSTALL PURPLE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. ® DRIP FLUSH INDICATOR HEAD SECTION VIEW -N.TS. SECTION VIEW -N.TS. (0co~11i1ht 2014 5·,eeney & A;:;ociot.s, Ire APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUILT" RC[ __ _ EXP. ___ _ DA1E REVIEWED BY: INSPECTOR DA1E rsiifffJ I CITY OF. CARLSBAD 11 SHEElS I i-----i-----t-----------------1-----t------1 l...2§_.J_ PLANNING DIVISION _ 23 -------------------------------11------11-----1 LAIOlSCaB PLAll9 ,OR: P PL N LA COSTA TOWNE CENTER -BLDG. 7710 02/08/1 JP BULLETIN #2 7710 CAMINO REAL, CARLSBAD, CA 92009 01/27/1 JP FINAL PLANNING SUBMITTAL L2 04 IRRIGATION DETAILS 01/19/1 JP 5TH PLANNING RE-SUBMITTAL . .. . '. ... , ............ , .. . '.' , .. , . "' ---.. . . . '. ' . Arrc·H I TECTS 12/18/15 JP 4TH PLANNING RE-SUBMITTAL IAPPRO~ ~ l ~1~2/~3,:-:-/1~5,t--:J~P--t-,,.,3,::-R\":eD:-:P:;-:-L":'AT:N-:-:N::-IN~G:-;R~E,,..-S:=::U-:-:B~M-:-:l,;,,TT~A:-:-L---+---+---t----+----t ,. • .....,G • ~ y:-t}Lc,Jt 10/30/1 JP 2ND PLANNING RE-SUBMITTAL _..........., 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) PRo.ECT NO. PD 15-06 r------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 r----AIR/ VACUUM RELIEF VALVE, INSTALL AT THE HIGH POINT OF THE SYSTEM ,a.11-~---LANDSCAPE FABRIC, WRAP UP AND OVER ALL OPENINGS BRICK SUPPORTS, 2 REQ. --------CRUSHED 3/4" ROCK, MIN. 4" DEPTH INSIDE BOX >----------COMBINATION TEE FITTING, TUBING X TUBING X FIPT, SAME MANUFACTURER AS DRIP TUBING. USE 3/4" X 1/2" PVC THREADED REDUCER BUSHING AS REQUIRED 0 DRIP AIR RELIEF VALVE NOTE: ----------PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN UPSTREAM OR DOWNSTREAM OF THE SENSOR AS SHOWN ------FINISH GRADE IN TURF AREAS ---PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. ~---10 PIPE DIA.--~-i 3/4" CRUS-HED GRAVEL,~ 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX FLOW SENSOR, SEE LEGEND --~ FOR BRAND, MODEL AND SIZE TWO WIRE PATH TO CONTROLLER, __ ; IN CONDUIT IF INDICATED ON THE LEGEND BRICK SUPPORTS, 4 REQUIRED --- r--------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS .-.tt+rWffi=--24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS PVC MAINLINE TO THE IRRIGATION SYSTEM. USE SCH 80 PVC 45" ELBOWS TO ACHIEVE THE MAINLINE DEPTH AS REQUIRED USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. G) FLOW SENSOR SECTION VIEW -N.TS. SECTION VIEW -N.TS. NOTE: ----------------FINISH GRADE r-------------BRASS THREADED 90" ELL, TYPICAL ----------RIP PRINCIPLE BACKFLOW DEVICE WITH A BRONZE WYE STRAINER AND TWO (2) BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE ~Ji1r==:t=:~=11 -----"SMOOTH TOUCH" STAINLESS STEEL BACKFLOW ASSEMBLY ENCLOSURE AND "POLAR BEARIER" INSULATED COVER I-----BRASS NIPPLES, LENGTH AS REQUIRED 'JIO,-f-----PRESSURE REGULATOR, IF SPECIFIED 1------BRASS UNION, ONE (1) REQUIRED IF A -i;. PRV IS SPECIFIED, TWO (2) REQUIRED li'i, 11=• I I= I I=• -,11=1 l=I 11=111=111=1 I l=I I l=I I I I l~m-•II=-II=I• l=li l=I =~;p~:f ~T~ 11;r~1 ilkrr1MI,Ikm~11~111l!c11 rrikl:;;w:;;w;=;w;c:w, IF PRV NOT SPECIFIED, ONE (1) PER LEG -, 1 l=Jll=!ll=ill-l=Ll' 'ill=ill=I I l=I I li1=)))_i1=-_I I I-1=1' SCH 80 PVC FEMALE ADAPTER C=i'=':::II=l]EI~Gtl'.7,ll!iol c;;ill;=lli;";fil=•l,;;;ili;c-lu;;I :']1[;'.!I(':'tJ::c==~-PVC MAINLINE TO MASTER VALVE CONCRETE SLAB SCH 80 PVC NIPPLE, 6" MINIMUM LENGTH ~--------------COPPER FEMALE ADAPTER ~----------------TYPE K COPPER PIPE FROM WATER METER INSTALL THE PRESSURE REGULATOR ONLY IF IT IS SPECIFIED IN THE LEGEND. BACKFLOW DEVICE OUTLET SHALL BE INSTALLED A MINIMUM OF 12" ABOVE FINISHED GRADE. ASSEMBLY PIPING AND FITTINGS SHALL BE SIZED EQUAL TO THE SIZE OF THE BACKFLOW PREVENTION DEVICE USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING, OR BE THE SIZE REQUIRED BY THE ENCLOSURE MANUFACTURER. ® BACKFLOW PREVENTER NOTE: --------FINISHED GRADE IN TURF AREAS 6" PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV'' ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. 2" FINISHED GRADE IN SHRUB AREAS -----------LASCO "$LO-CLOSE" SCH. 80 PVC, ll~l~II I I~ I TRU-UNION BALL VALVE, WITH HDPE 11' 11 BUTT FUSED CONNECTIONS. 2" SIZE " I I I 1-_'. PER MANIFOLD MAINLINE ;,9~-~•~ ',.-------RECYCLED WATER WARNING TAG, ~ CHRISTY'S MODEL ID-MAX-P2-RC009 1-.--11-------6" DIAMETER PVC CL.160 PIPE, 'b~-,J LENGTH AS REQUIRED, 12" MINIMUM 1------BRICK SUPPORTS, , • THREE (3) REQUIRED °r_--:f: ONE CUBIC FOOT OF ;.,.ouo 3/4" CRUSHED GRAVEL co~~' c.• QOV ~,--, 0oC"tJ. (__/~)-•00 ~ 2" PVC IRRIGATION MANIFOLD MAINLINE, SEE LEGEND FOR SPECIFICATION -------SOLVENT WELD PVC CONNECTIONS PROVIDE ONE (1) 30" LONG STEEL "VALVE KEY" FOR EACH TEN (10) BALL VALVES INSTALLED ON THE PROJECT. 0 BALLVALVE I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN sweeney + associates iRRIGA>iON DESIGN /\NO CONSUETING SECTION VIEW -N.T.S. SECTION VIEW -N.TS. 1.SHO ~ky C~r.vori DriyH,.Sulte r Murrieta, CJ 92563 <;: info@,;Wel!nl!VU5S(H: t:Dmit: {'lSt) 461-6830 w.: www.:iwee<1<.'1p1aoc to.-m!f: jS51) 4(il·G850 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 NOTE: ------------------------ r-----FINISH GRADE IN TURF AREAS --PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "MCV" ONTO LID. PVC MAINLINE FROM BACKFLOW DEVICE OR BASKET STRAINER, USE SCH 80 PVC 45" ELBOWS TO ACHIEVE MAINLINE DEPTH AS REQUIRED RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 FINISHED GRADE IN SHRUB AREAS --\\i:!s@---24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS :i-----"'-----.___ PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS AND SPECIFICATIONS ~-BRICK SUPPORTS, 4 REQUIRED TWO WIRE PATH TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND ------3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH ------LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX -----ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE -----LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. SECTION VIEW -N.TS. ©copyiqhl 2011 Sweeney !I. kox-Olcs, Inc. @ MASTER CONTROL VALVE NOTE: ----------FINISHED GRADE IN TURF AREAS PVC MAINLINE-- SEE LEGEND AND SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED ------QUICK COUPLING VALVE, SEE LEGEND FOR BRAND AND MODEL ----PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED T-COVERAND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "QCV" ONTO LID. 2" l',; FINISHED GRADE IN SHRUB AREAS --------RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 '-0'c!.la'<\ ,----\fCc1LWfi'f'-ll----3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH 1t--oo-------LANDSCAPE FABRIC TO ,'1_ COVER BOTTOM AND ALL " SIDES OF VALVE BOX -s:g.=:=..:d1'><1------BRICK SUPPORTS, 3 REQUIRED '<----------LASCO SNAP-LOK PVC SWING JOINT WI MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR 1" QCV USE MODEL G13S-212 ~-l-,'1--PVC IRRIGATION MAINLINE 4---l---SCH 80 PVC SxSxT TEE FITTING, -------,.-------,,---<. ___ _1--~ MAINLINE x QCV INLET SIZE -----------REBAR STAKES, 1/2" DIAMETER x 24" LONG, TWO REQUIRED USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" SECTION VIEW -N.T.S. RCE---EXP-~---DAlE ® QUICK COUPLER VALVE REVIEWED BY: INSPECTOR DAlE ~1 CITY OF CARLSBAD 119iEE1SI i----t---+--------------+------tt------1 ~ _ -PLANNING DIVISION -_ 23 1---1---+----------------1---11---1---+---1 (562) 901-1500 (t) (562) 901-1501 (f) 10/30/1 10/2/15 DA1E N1IAL ENGINEER 0F 'MR( FINAL PLANNING SUBMITTAL 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 2ND PLANNING RE-SUBMITTAL PLANNING SUBMITTAL DA1E N1IAL REVISION DESCRIPTION OHR NfflNN.. DA1E N1IAL en . Ai I IWv.lL LUOltlCAPB PL&NB JOR: LA COSTA TOWNE -CENTER -BLDG. 7710 7710 CAMINO REAL, CARLSBAD, CA 92009 L2.05 IRRIGATION DETAILS APPROWD: aiKD BY: KK RVWD BY: KK PRO.E:CT NO. PO 15-08 NOTE: ~----FINISHED GRADE IN TURF AREAS ,--PLASTIC RECTANGULAR VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION# ONTO LID. INSTALL A CHRISTY$ MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. RECYCLED WATER WARNING TAG, CHRISTY'S MODEL ID-MAX-P2-RC009 TT ' ·m· ' T 2" =:=11:. l'I MIN. , I : 11 =:=11 ! I 1 PVC PIPE, AS----Y LATERAL LINE, SIZE ~-.a---b!J PER PLANS, TYPE PER LEGEND • BRICK SUPPORTS, FOUR (4) REQUIRED LASCO #896 PVC UNION---~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO----~ COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL------~ VALVE, SEE LEGEND FOR TYPE "---FINISHED GRADE IN SHRUB AREAS ,,__.....,..'-'-'+'""'-'-'-~--VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 ef;'f-c~--24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90' ELL FITTING' f-!--PVC MAINLINE PIPE' PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~--+-+-3/4"CRUSHEDGRAVEL, 4" MINIMUM DEPTH SCH. 80 PVC 90' ELL FITTING ON MAINLINE STUB FROM BALL VAL VE, BALL VAL VE SHALL BE SIZED PER THE RCV' 'ABOVE INDICATES SIZE PER RCV USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. CD REMOTE CONTROL VAL VE FINISH SOIL GRADE ' : ! -UNDISTURBED SITE SOIL I- -111-CLEAN, COMPACTED BACKFILL SOIL, A B C SEE SPECIFICATIONS SECTION VIEW -N.T.S. I I I I 1 RECYCLED WATER WARNING TAPE TO BE INSTALLED IN TWO LOCATIONS ! · 1 IRRIGATION NON-PRESSURE LATERAL LINE ,_ I-Ill-IRRIGATION PRESSURE MAINLINE 1-· LOW VOLTAGE CONTROL WIRES, ==-:-: I 1-'-IN CONDUIT IF SPECIFIED ON LEGEND \I 11 D i I : ,-, D CLEAN SOIL PIPE BEDDING, SEE CHART - .111 .. 1, ' ' 11 • -1 SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART PIPE SIZES A B C D. SIZES 3/4" TO 2 1/2" 12" 18" 18" 4" SIZES 3" AND 4" 18" 24" 24" 4" SIZES 6" AND LARGER IX 30" 24" 6" SECTION VIEW -N.T.S. ® PIPE INSTALLATION NOTE: --------FINISHED GRADE IN TURF AREAS ~--INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV ~-DRIP SYSTEM WYE FILTER, SIZE PER RCV ffil, !l'B:m PVC PIPE,--·"?'-----..-" AS LATERAL' LINE, SIZE PER PLANS,TYPE PER LEGEND BRICK SUPPORTS, _j FOUR (4) REQUIRED LASCO #896 PVC UNION -~ SLIP X MIPT, SIZE PER RCV, TWO (2) PER ASSEMBLY LANDSCAPE FABRIC TO COVER THE BOTTOM AND SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL---~ VALVE, SEE LEGEND FOR TYPE I PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND ' "RCV" AND CONTROL STATION # ONTO LID. INSTALL A CHRISTY'S MODEL 3800 RECYCLED WATER VALVE MARKER ONTO BOX LID. FINISHED GRADE IN SHRUB AREAS VALVE NUMBER ID TAG, CHRISTY'S MODEL ID-STD-P1 t':'-"Fi'B'.,'.1'---RECYCLED WATER WARNING TAG, 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH CHRISTY'S MODEL ID-MAX-P2-RC009 24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90' ELL FITTING' PVC MAINLINE PIPE' TAPE WIRES TO RISER USING BLACK ELECTRICAL TAPE ~ PVC MAINLINE PIPE RISER', LENGTH AS REQUIRED SCH. 80 PVC 90' ELL FITTING ON MAINLINE STUB FROM BALL VAL VE, BALL VALVE SHALL BE SIZED PER THE RCV' 'ABOVE INDICATES SIZE PER RCV USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX. @ DRIP VALVE ASSEMBLY c, PAVING, SEE SITE PLANS ' I I UNDISTURBED SITE SOIL =I I !:_:_ SAND BACKFILL COMPACTED TO C EQUAL DENSITY OF EXISTING SOIL OR PAVING BASE MATERIAL SECTION VIEW -N.T.S. l 1 1 f I I I !1 I 1==_] RECYCLED WATER WARNING TAPE TO BE INSTALLED IN TWO LOCATIONS I IRRIGATION LATERAL LINE IN SLEEVE _II; __ IRRIGATION MAINLINE IN SLEEVE -i I I I I LOW VOLTAGE CONTROL WIRES, OR CONDUIT, IN SLEEVE J 11---1 D. . I .. -· CLEAN SOIL PIPE BEDDING, SEE CHART .11 I~---;--, !-11 1-,,-,, I' ' C 11 ,-1 SEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART PIPE SIZES A B C D ALL SIZES UNDER PEDESTRIAN PAVING 18-24" 24" 18" 4" ALL SIZES UNDER VEHICULAR PAVING 36" 36" 36" 6" NOTE: SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHEN USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE. SLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER. ® SLEEVE INSTALLATION I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN swee ey associates IRRIGATION DE.IIGN AND NSULTING 3!3T30 S~y .C-iJnvon Dtive,-Su ,ta: c Murrie-1.i, Cn 92563 o: 111·to@s"lee11,;y~~;;occom:t• (951) 4!ii-6S.30 w: www.sweenevassoc.com,f: /951i 4!:i1·6!1SQ SECTION VIEW -N.T.S. 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 STAINLESS STEEL-----iI FLIP TOP LID, SHOWN IN OPEN POSITION ---DUAL HYDRAULIC PISTONS TO SUPPORT LID IN OPEN POSITION FOR ACCESS CONTROLLER------l!)i/-1,1/ /.°'@j -\ STAINLESS STEEL ----t;====~;~~r-t 16" WIDE TOP-ENTRY ---RAIN SENSOR INSIDE A STRONGBOX RGVRSS ENCLOSURE, WIRE TO CONTROLLER CONTROLLER ENCLOSURE NEMA3R RAINPROOF RATED CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H X 16''W X 15.5"0 POWER SWITCH ___ _,, AND RECEPTACLE FINISHED---~ GRADE FILL BASE OF = 1 :::::'! QUICKPAD WITH . j I !::- PEA GRAVEL TO 11 r'--lil:I TOP OF BASE UNIT ll :~ _ __,, F-"-"-Y COMPACTED__/ SITE SOIL 1 1/4" PVC CONDUIT/ SWEEP FOR ELECT. SERVICE ---TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION ---STAINLESS STEEL, U.L. LISTED, . PREDRILLED, REMOVABLE BACKBOARD, REMOVABLE FRONT PANEL NOT SHOWN --STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD WITH PREFORMED ALUMINIUM PAD, PLASTIC BASE AND ALL STAINLESS STEEL HARDWARE CONDUITS LISTED WITH AN • SHALL ONLY BE INSTALLED IF EQUIPMENT IS SPECIFIED L:::::;:;;:;~o---11/4" PVC CONDUIT/SWEEP FLOW SENSOR/MCV WIRES• ~---3" PVC CONDUIT/SWEEP FOR CONTROL WIRES TO VALVES '-------11/4" PVC CONDUIT/ SWEEP FOR GROUND WIRE SECTION VIEW -N.T.S. ©ccp1ri1,t 20'4 Cwconcy & Associates, 1,,. @ CONTROLLER/ENCLOSURE 45 DEGREE ELL THRUST BLOCKS TO BE 1 CUBIC FT OF CONCRETE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 90 DEGREE ELL :I I I', 'l/l:~.Lll-'LJ.t'.'.=-11 -1 ·_· --CONCRETE THRUST \. BLOCK, TYPICAL --j_~_J---MAINLINE PIPE "TI I -_11. 0 I 17 , ' ._r_-_l_-_ I I : 'TT ~---UNDISTURBED SOIL TEE PLAN VIEW -N.T.S. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP. ___ _ DATE ® THRUST BLOCKS REVIEWED BY: INSPECTOR DATE (562) 901-1500 (t) (562) 901-1501 (f) --------------------~II CITY P&tNf~M3BAD I~ JP 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/1 JP 5TH PLANNING RE-SUBMITTAL 2/18/15 JP 4TH PLANNING RE-SUBMITTAL 12/3/15 JP 3RD PLANNING RE-SUBMITTAL 10/30/1 JP 2ND PLANNING RE-SUBMITTAL 10/2/15 JP PLANNING SUBMITTAL DA1E N'IIAL DA1E N1IAL EIIGI FP f7 WORK RE\IISION DESCRIPTION cmtER IWR(NIJ.. DA1E INl1IAL CITY Al I ilOVM. Pl.OS l'OB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL, CARLSBAD, CA 92009 L2.06 IRRIGATION DETAILS APPROVED: l;;r,\ ----------~.....;-~ ..... l1'--'· ti{=· =_,;;;,=,rt,____ z-.z+.r<-.. • CHKD BY: KK RVWD BY: KfC PRO.ECT NO. PD 15-06 r ' NOTE: 1--------LOW VOLTAGE WIRES, 3 MAXIMUM ~------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW.LID TO CLOSE 1¢.=li=I=~=>-------'-----CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 11.-~------POLY TUBE PRE-FILLED WITH WATERPROOF GEL ~--LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE ~dba INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCH LOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A 3M DBR/Y-6 DIRECT BURY SPLICE KIT (U.L. APPROVED). KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED 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 NOTE: 9" CAUTIO.~c.+-- RECYCLED WATER USED FOR IRRIGATION DO NOT DRINK CUIDADO GUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR --------1 1 111--11 , I --111--<l -1 I 1=11 d , __ -I 1. TWO MINIMUM PER SITE DESIGN NOTES: 4 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS @ RECYCLED WATER SIGNS SECTION VIEW-N.T.S. SECTION VIEW -N.T.S. @<0eyr~h, 2:Jl4 SwM<:, & As,,"ioles, lno. NOTE: NOTE: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE OR DRIP ASSEMBLY. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER OR SHRUB AREAS. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO ADJACENT PAVING EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES. 5. BOX LOCATIONS SHALL BE STAKED IN THE FIELD PRIOR TO MAINLINE INSTALLATION FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT. BALL VALVE BOX, TYPICAL VALVE BOX, TYPICAL---, ALIGN BOX EDGES QCV BOX, TYPICAL 12" 12" 12" . . . . . ' - :. EDGE OF TURF, WALKWAY, DRIVEWAY OR PAVING . "·' • : , ~ <..; • 'J . '" ·- VALVE BOXES SHALL BE INSTALLED IN SHRUB AND GROUND COVER AREAS. NO VALVES SHALL BE INSTALLED IN TURF AREAS WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT. PLAN VIEW -N.T.S. ® VALVE BOX LAYOUT 0 'llllfflllDlllJ!MRl!IWMIIIIMl!MD-., FINISH GRADE _, ,_, _, ,_, _, ,_, _, ,_, _, ,_, _, ,_ I _, ,_ _,_ ~111~1 11~1 I l~I 11~1 11~1 11~1 11~1 I I 1-1 I 1-1 I 1-1 I 1-3"WIDEMETALLICMARKERTAPE 111 111 111 11 0 ------"ALERTLINE" PURPLE LATERAL NON-PRESSURE 11 111 111 111= RECLAIMED WATER PIPE FROM IRRIGATION HEAD TO IRRIGATION HEAD. WHENEVER THE LINES Ill I I I I I I I I I 11111111: .. _ CROSS THE POTABLE PIPE NO SLEEVE IS REQUIRED. =111=1 I l=I I 1=10-.. 1----------"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. '~-------POTABLE WATER LINE 12" ---------------12" MINIMUM CLEARANCE (TYPICAL) 0 POTABLE/RECYCLED CROSSING I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN w eney associ s ll<ll!O/ITICJN DESIGN /\ND CONS:JL TING ;~Snn 'i~y C<!ny,;,n Dri\fe., Suite C Murrie(\I., C·sa 0256'l: c; info'@:.we<:irie:~,1,50,;,r.om t.i (<J-51) 49l-Gl.D6 w.; www.,.we<"neyas;o,;.c.om. f: rs:;11 461·685◊ SECTION VIEW -NT {e)(opyrijhl 2011 S,eenq &: boC:ole,, Inc. 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 NOTE: ~-------FINISHED GRADE IN TURF AREAS I ~ 6" PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOCK-KIT. HEAT BRAND "BV" ONTO LID. 2" FINISHED GRADE IN SHRUB AREAS ~---111-H==ffi=-----LASCO "SLO-CLOSE" SCH. 80 PVC, 11 111 111 111 TRU-UNION BALL VALVE, WITH PVC SOCKET CONNECTIONS. 2" SIZE PER MANIFOLD MAINLINE 1-,,.~'-1\-------6" DIAMETER PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM l>CI-------BRICK SUPPORTS, • THREE (3) REQUIRED ll .s'••-----ONE CUBIC FOOT OF 0 aG~ 3/4" CRUSHED GRAVEL 0 0 iC.g.~ n.0o.O-Oo V"'t) .0 -PVC BALL VALVE, INSTALLED BETWEEN MAINLINE AND REMOTE CONTROL VALVE, SIZE PER THE RCV OR DRIP RCV, SEE LEGEND FOR SPECIFICATION ~----SOLVENT WELD PVC CONNECTIONS INSTALL RCV ISOLATION BALL VALVE IMMEDIATELY UPSTREAM OF THE RCV. PROVIDE ONE (1) 30" LONG STEEL 'VALVE KEY" FOR EACH TEN (10) BALL VALVES INSTALLED ON THE PROJECT. SECTION VIEW -N.T.S. 0 REMOTE CONTROL VALVE ISOLATION VALVE RECYCLED WATER POINT OF CONNECTION STANDARD DRAWING . 2 A v l POC SEQUENCE NOTES: 1. REF_ER T9 SECTIONS 15151 AND 15152 OF THE SDWAS STANDARD SPECIFICATIONS 2. SET TOP OF METER BOX FLUSH WITH SIDEWALK, CURB QR FJNlSH GRADE 3. INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON WR-01 4. WATER LATERALS INSTALLED FOR THE USE OF RECYCLED WATER SHALL BE IDENTIFIED AS DESCRIBED IN SECTION 15151 OF"THE SPECIFICATIONS 5. MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST ITEM NO SIZE AND DESCRIPTION ITEM NO h > ~ "No TE: FACIL1f1 ES bOWNSTREAiVtOFf1:f€'B1STRiCT '' ,, . ' METER SHALL BE PLACEd IN SEPARATE IRRIGATION ' METER BOXES-COLORED PURPLE AND HEAT BRANDED (CV, PR, TS, MV, FS) 1 OMWD METER ASSEMBLY PER WS•Ol & WS-02 6 PRESSURE'REGULATOR-MUST BE SAME SIZE AS METER (Optional -Not Required) APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA 2 OMWD BALL VALVE 7 TEST POINT STATION -QUARTER TURN BALL VALVE WITH TEST COCI<; PORT-D/S BRASS OR COPPER PIPE -MUST BE SAME SIZE AS METER . ,, _,,,,,,,,,,a,00-. ~=-~~·····•-•-,,-·"C•-~'S<•'r"""''-4 BMSS UNION (Optional-Not Required) MV MASTER VAWE-Must be connected (wired) ta Controller BRASS CttECK VALVE fo~tio~;l -No; R.e9ui;~d1' •-~~~""'*"'"'""'"'"~-~,, .... -~p-~•• ,., ,,,. "' ~ ~d 25mm AND 50mm (1" AND 2"} RECYCLED WATER IRRIGATION METER AND POC SEQUENCE INSTALLATION OMWD RECYCLED WATERAGENCY STANDARD DRAWING NUMBER: OMWD-WR•0l ® RECYCLED WATER POC STANDARD (562) 901-1500 (t) (562) 901-1501 (f) JP JP JP 1/19/1 JP 2/18/15 JP 12/3/15 JP 10/30/1 JP 10/2/15 JP DA1E N1W. Etlt& Li 11 WOii< Fl A PLANNI BULLETIN #2 FINAL PLANNING SUBMITTAL 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 2ND PLANNING RE-SUBMITTAL PLANNING SUBMITTAL DA1E N1W. DA1E N1W. REVISION DESCRIPTION 01HER IWRINIL at, Al F IIO'....L "AS BUil T" EXP------DAlE NSPECTOR DAlE SH 18 ~ PLANS JOH: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L2.07 IRRIGATION DETAILS a-tKD BY: -1KK--1 I RWD BY: KK . PRo.ECTNO. PD 15-08 -I/-/....,...,. ................ --------------·-· "-----.....-i-"""l"'"""""...,......,,...........,.....,....~.,......,..,,~~.,...,..---i--,-~,...,......,.~...,......,-------.., ) .- ! .•• --.. i ■ • I / 1 I I • " •• \ ' . I I i i I OVERALL TREE PLAN SCALE! 1 "=20' PROPERTY LINE ~I .. 0::: ·.01,:11. 51 LL 0 L ..... f--1 -----~'- _JI I + 0 + I: + + +, EQUINOX BUILDING 0 D' 10' 20' -··"__j I I I I E 0 I I LIMIT OF WORK E ,0 \ ~----., 36" MUTLI ;;-,;;."".;·;-:-- . . I I E 0 E 0 E 0 i ····: ! / I / WATEJ EASEM~T I I , l 'J,.,,.· .... . r, , . ,,tcp,_,:11.k,,Coi" , .. ~""'7" .-?r-~i ~ 9 I :f t ~ '■' C I i 1 \:-.:,~ , r,, "" ' ,, ,.j,! I c· "\\ /~1'. ' ~ / I . ! .. ' ~ !1■~\, 1.~\, d■a~ ,.~, -='""'~~-\ ;i -+t+-+--+---tt-J--'li >,~ -ltt-f-----t---t---+ ~-+---+lt---<t. 1,//-----hl+---Hf---t';\ ~// ')~{' '\~~;/ : ' ~;,/ ·:--:,' ' i i • i ' I i \ I I I I I I 1/ / ' / 1 · .. Si. • I I ; } i 24" l24" ' : '■ I. ·., 1 ', ~ WATER EASEMENT \ / i f I --!!'" .. ,?\ __ _ ..... .,. J LEGEND E() \1/ . EXISTING TREE TO REMAIN. PROTECT IN PLACE. "~'_"•. NEW TREE. SEE L3.04 FOR LEGEND. ~ NEW PALM TREE. ~ SEE L3.04 FOR LEGEND. GENERAL NOTES 1. FINAL LOCATIONS OF NEW TREES TO BE DETERMINED BY LANDSCAPE ARCHITECT. 2. REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL WORK. GENERAL CONTRACTOR TO COORDINATE TRADES . 3 CONTRACTOR IS RESPONSIBLE FOR THE HEALTH AND WELL-BEING OF THE TREES UNDER THEIR CARE AND SUPERVISION DURING THE TRANSFER, HOLDING, INSTALLATION, ESTABLISHMENT AND MAINTENANCE PERIODS. 4. CONTRACTOR SHALLPROVIDE ARCHITECT AND OWNER WITH A SPREADSHEET INDICATING AND IDENTIFYING THE NUMBER, BOX SIZE, HEIGHT, BOTANICAL NAME AND COMMON NAME OF THE RELOCATED TREES KEY PLAN NTS APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RCE __ _ EXP,----DAlE REVIEWED BY: INSPECTOR DAlE rSHffill CITY OF CARLSBAD IISiEETSI l---+--+-------------+----11---t--+---I ~-PLANNING DIWIION -_ 23 1---+--➔------,------------+--,.....,1---+---+----I 40~ffi FINAL PLANNIN JP BULLETIN #2 A R C: .H I T E C T S ""11"'"g/,,,.;o""'11::-::t--;j~~ ---i---:::~:-:-~g::::-::::~:"".t;~~-:-::-~:-:-::~~~~~~~=-:~~~;-:::,;-::~7::~ii;,-:;~t-----11----t---t-----t---i 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) 10/2/15 JP PLANNING SUBMITTAL DAlE N1IAL DAlE N11AL DAlE N1IAL ENCaL~ OF'WCIRK REVISION DESCRIPTION 01ltER NlflfltNIL QTY H I IIOV.IL LAN11SCAP1: PLAIIB POR: LA COSTA TOWNE CENTER -BLDG. 7710 rno CAMINO REAL. CARLSBAD, CA 92009 L3.00 OVERALL TREE PLAN APPRO'JED: • • CHKD BY: KK Rw.lD BY: KK PRo.ECT NO • PD 15-08 ( j I I l ' I ! I 1 I I ! r I I / I I ! ;f I I, I I PRIOPERTY I LINE I PARTIAL PLANT I NG PLAN SCALE: 1 "•20' -I ~.: {::::·~ ~\~ s !sj ::, ~:} rf~;f ~~ ' -_I I ! r0J 0 EQUINOX BUILDING 0 O' 10' 20' ' l qj cu 40' ' ~ j, B! 0::: ~ u.. 0 I- ~ ...J Nffi 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) PLANTING PLAN NOTES A. IN ALL SHRUB AND GROUNDCOVER AREAS APPLY MIN. 3" LAYER OF MULCH PER SPECIFICATIONS. CONTRACTOR SHALL SU.SMIT SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. B. PLANT QUANTITIES AS NOTED ON THE PLANS ARE FOR CONTRACTOR'S CONVENIENCE. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL PLANTS AS REQUIRED TO MEET ON-CENTER SPACING NOTED IN THE PLANT LEGEND. C. ALL AT-GRADE PLANTER AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM. D. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES IN FIELD PRIOR TO INSTALLATION OF TREES AND LARGE SHRUBS. CONTRACTOR SHALL NOTIFY ARCHITECT IF CONFLICTS EXIST SO ADJUSTMENTS CAN BE MADE. E. ALL GROUND COVERS SHALL BE APPLIED IN ALL PLANTING AREAS AS WELL AS UNDER SHRUBS. ALL GROUND COVERS SHALL BE TRIANGULARLY SPACED FOR FULL COVERAGE. F. ALL PLANTERS AREAS SHALL BE FREE OF CONSTRUCTION DEBRIS AND TRASH PRIOR TO PLANTING. G. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTEE ALL PLANT MATERIAL (1 YEAR-TREES, 90 DAYS ALL OTHER PLANT MATERIAL, MIN.) H. LANDSCAPE CONTRACTOR SHALL PROVIDE ARCHITECT WITH DIGITAL PHOTOGRAPHS OF ALL PLANT MATERIAL FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY. I. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE BY THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. IF PLANT MATERIAL DOES NOT MATCH THE QUALITY AND CHARACTER OF THE APPROVED DIGITAL PHOTOGRAPHS, OR IN THE PLANT MATERIAL HAS BEEN INSTALLED WITHOUT PRIOR APPROVAL, THE ARCHITECT AND/OR OWNER RESERVED THE RIGHT TO REJECT SUCH PLANT MATERIA(S) AT THE CONTRACTOR'S EXPENSE. J. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION . K. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED TO MAINTAIN THE LANDSCAPE IN AN ATTRACTIVE CONDITION FOR A PERIOD OF NINETY (90) CALENDAR DAYS AFTER INSTALLATION. L. ALL ON-GRADE SITE SOILS FOR NEW & RENOVATED PLANTER AREAS SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 18" AND REPLACED WITH '50/50' Plus" [50% GPS-2 (Aguinaga's General Purpose Soil Amendment); 50% Sandy Loam Soil (screened)] PLANTER MIX BY AGUINAGA GRE;EN 949-786-9558 OR APPROVAL EQUAL. CONTRACTOR SHALL PROVIDE ARCHITECT WITH SAMPLE AND SPECIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. M. PLANT MATERIAL THAT IS OVERGROWN AND ROOT-BOUND IS NOT ACCEPTABLE AND WILL BE RETURNED. N. CONTRACTOR SHALL PROVIDE 24" DEEP LINEAR ROOT BARRIER PANELS FOR ALL TREES WITHIN (8) EIGHT FEET OF HARDSCAPE. BARRIER PANELS SHALL EXTEND A MINIMUM OF 96" ON EITHER SIDE OF TREE. 0. PLANTING TABLETS SHALL BE PROVIDED FOR ALL PLANT MATERIAL PER SPECIFICATIONS. P. ALL PLANT MATERIALS DELIVERED TO THE _SITE SHALL COMPLY WITH THE CURRENT NURSERY INDUSTRY STANDARDS, THAT INCLUDES AND IS NOT LIMITED TO HEAVY PRUNING, TOPPING AND SPIKE MARKS EVIDENT ON ANY SPECIMEN TREES AND/OR PALMS. Q. SIZE AND QUANTITY OF PLANT MATERIALS SHALL CONFORM TO CURRENT NURSERY INDUSTRY STANDARDS. MATERIALS NOT IN COMPLIANCE WITH THESE SAID STANDARDS WILL BE DEEMED UNACCEPTABLE AND WILL BE REPLACED WITH MATERIALS THAT ARE. R. THE SIZE OF THE PLANT MATERIALS SHALL BE IN PROPORTION WITH THE RESPECTIVE CONTAINER/ BOX SIZES. PLANT MATERIAL THAT DOES NOT FILL THE CONTAINER (WITHIN REASON) IS TO BE REPLACED WITH MATERIAL IN KIND THAT MEET INDUSTRY STANDARDS. S. ALL PLANTER POTS SHALL BE FILLED WITH 'CONTAINER MIX' BY AGUINAGA GREEN 949-786-9558 OR EQUAL PLANTING MIX SPECIFICALLY DESIGNED FOR PLANTER POTS. CONTRACTOR SHALL SUBMIT SAMPLE OR SPECIFICATIONS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO PLANTING. T. ON-SITE SOIL SHALL NOT BE USED FOR RAISED PLANTERS. SEE SPECIFICATIONS FOR PLANTER MIX. U. PLANTER/ CONTAINER MIX FOR POTS SHALL NOT CONTAIN BOISOILDS -MATERIAL FROM WASTEWATER OR SEWAGE TREATMENT PROCESSES. V SPECIMEN TREES TO BE TAGGED AT NURSERY BY LANDSCAPE ARCHITECT, AS APPLICABLE. W. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/ REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/ OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/ OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD# 2 -GROUND COVER ONE HUNDRED (1005) OF THE AREA SHALL BE PLANTED WITHE GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS ( PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR.) c. STANDARD# 3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS ( PLANTED FROM A MINIMUM OF 2t INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD# 4 -TREES AND/ OR LARGE SHRUBS TREES AND/ OR SHRUBS SHALL BE ( PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. X. SLOPES -6:1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD# 1( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP),# 2, #3 AND #4. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS# 1 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY c. IDENTIFIED BY THE CITY AS HIGHLY VARIABLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SOIL TESTING 1. SOIL TESTING SHALL BE PERFORMED PRIOR TO LANDSCAPE INSTALLATION TO ENSURE THE SELECTION OF APPROPRIATE SOIL AMENDMENTS TO SUPPORT HEALTHY PLANT MATERIALS AND PROPER DRAINAGE. SOIL TEST RESULTS SHALL INCLUDE: • DETERMINATION OF SOIL TEXTURE AND THE AVAILABLE WATER HOLDING CAPACITY • DETERMINATION OF APPROXIMATE SOIL INFILTRATION RATE MEASURED OR DERIVED FROM SOIL TEXTURE/INFILTRATION RATE TABLES. A RANGE OF INFILTRATION RATE$ SHALL BE NOTED WHERE APPROPRIATE • MEASUREMENTS OF pH AND TOTAL SOLUBLE SAL TS • A RECOMMENDED ACTION PLAN AS TO NECESSARY AMENDMENTS KEY PLAN NTS 2. A MINIMUM OF (4) COMPOSITE SOIL SAMPLES SHALL BE TAKEN AT A DEPTH OF 6-8" BY CONTRACTOR AFTER GRADING / DEMOLITION OPERATIONS ARE COMPLETED FOR A COMPLETE SOIL FERTILITY AND AGRICULTURAL SOIL SUITABILITY ANALYSIS. EACH SAMPLE SHALL CONSIST OF A MINIMUM OF 5 SCATTERED SAMPLING SPOTS WITHIN THE SAMPLE AREA. CONTRACTOR SHALL PROVIDE ARCHITECT WITH A COPY OF SOILS ANALYSIS FROM SOILS TESTING LABORATORY PRIOR TO PLANTING INSTALLATION. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS INCLUDING SOIL PREPARATION, BACKFILL, AMENDMENTS AND MAINTENANCE SPECIFICATIONS AS INDICATED BY SOILS ANALYSIS. SOILS ANALYSIS TO BE PROVIDED BY SOIL AND PLANT LABORATORY, INC. OR EQUAL 714-282-8777. ANY DEVIATIONS FROM SOIL AMENDMENT RECOMMENDATIONS BY THE CONTRACTOR SHALL BE NOTED AND SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PLANTING PLAN KEYNOTES 1. EXISTING PLANTING TO REMAIN. PROTECT IN PLACE 2. EXISTING TREE TO REMAIN. PROTECT IN PLACE APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA 3. LINEAR ROOT BARRIER. SEE DETAIL 14/L3.03 4. PROVIDE SENECIO MANDRALISCAE 1 GAL. GROUNDCOVER@ 12" O.C. WHERE INDICATED 5. VEHICULAR SITE LINE . NO PLANTS OVER 30" WILL BE INSTALLED. 6. REPAIR EXISTING HILLSIDE PLANTING DAMAGED BY CONSTRUCTION 7. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 8. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. tt AS BUil TH RC£ __ _ EXP-----DATE REVIEWED BY: INSPECTOR DATE -------------------i---~I CITY P~INf~BAD II~ p JP 01/27/1 JP FINAL PLANNING SUBMITTAL 01 /19/1 JP 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 4TH PLANNING RE-SUBMITTAL 12/3/15 JP 3RD PLANNING RE-SUBMITTAL 10/30/1 JP 2ND PLANNING RE-SUBMITTAL 10/2/15 JP PLANNING SUBMITTAL DA'IE 111W. ENGi FR OF WORIC REVISION DESCRIPTION DA'IE NllAL DA'IE 111W. 01HER APPROVM. an .... w.r ... PLAHS J'OR: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 920011 L3.01 PARTIAL PLANTING PLAN APPRO'f'ED: J<c.-...Q,\ 0: a,~t CHKD BY: ...,KK--1 R\IWD BY: Kl< PRo.ECT NO. PD 15-06 I -OF W0RK I ~"' ' cJ~ ~:±~-£j~-,c;·· -l~~d2c.},,,, •"•-••-M' • --, .. ,;; .,.... 0 ("') .J '--1-'- I-w w--I Cl) w w Cl) w z .J I () i ~ 0::: 0 s LL 0 I- :§: .J L TITT, 4 ......... , ..... , ... ,,. 36" MULTI -MM,,,,, 1i 1 <1 ~ ~~ 160 q ! "' I 114<,;" ~\,"I ~, ~ '<·~1 TYP.OF7 q> TYP. OF 6 3 l.J TYP.OF2 0 I 24" WATER EASEMENT 36" WATER EASEMENT WATER EASEMENT"" i11 I "" I ; ,,,.,'.:'. ',"- I I I I ·, J WATER EASEMENT _::::·.J . PLANTING PLAN NOTES A. IN ALL SHRUB AND GROUNDCOVER AREAS APPLY MIN. 3" LA YER OF MULCH PER SPECIFICATIONS. CONTRACTOR SHALL SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. B. PLANT QUANTITIES AS NOTED ON THE PLANS ARE FOR CONTRACTOR'S CONVENIENCE. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL PLANTS AS REQUIRED TO MEET ON-CENTER SPACING NOTED IN THE PLANT LEGEND. C. ALL AT-GRADE PLANTER AREAS SHALL BE WATERED WITH AN AUTOMATIC IRRIGATION SYSTEM. D. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES IN FIELD PRIOR TO INSTALLATION OF TREES AND LARGE SHRUBS. CONTRACTOR SHALL NOTIFY ARCHITECT IF CONFLICTS EXIST SO ADJUSTMENTS CAN BE MADE. E. ALL GROUND COVERS SHALL BE APPLIED IN ALL PLANTING AREAS AS WELL AS UNDER SHRUBS. ALL GROUND COVERS SHALL BE TRIANGULARLY SPACED FOR FULL COVERAGE. F. ALL PLANTERS AREAS SHALL BE FREE OF CONSTRUCTION DEBRIS AND TRASH PRIOR TO PLANTING. G. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. IT IS THE CONTRACTOR'S OBLIGATION TO WARRANTEE ALL PLANT MATERIAL (1 YEAR· TREES, 90 DAYS ALL OTHER PLANT MATERIAL, MIN.) H. LANDSCAPE CONTRACTOR SHALL PROVIDE ARCHITECT WITH DIGITAL PHOTOGRAPHS OF ALL PLANT MATERIAL FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND DELIVERY. I. ALL PLANT MATERIAL SHALL BE APPROVED ON SITE BY THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. IF PLANT MATERIAL DOES NOT MATCH THE QUALITY AND CHARACTER OF THE APPROVED DIGITAL PHOTOGRAPHS, OR IN THE PLANT MATERIAL HAS BEEN INSTALLED WITHOUT PRIOR APPROVAL, THE ARCHITECT AND/OR OWNER RESERVED THE RIGHT TO REJECT SUCH PLANT MATERIA(S) AT THE CONTRACTOR'S EXPENSE. J. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. K. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIRED TO MAINTAIN THE LANDSCAPE IN AN ATTRACTIVE CONDITION FORA PERIOD OF NINETY (90) CALENDAR DAYS AFTER INSTALLATION. L. ALL ON-GRADE SITE SOILS FOR NEW & RENOVATED PLANTER AREAS SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 18" AND REPLACED WITH '50150' Plus" [50% GPS-2 (Aguinaga's General Purpose Soil Amendment); 50% Sandy Loam Soil (screened)] PLANTER MIX BY AGUINAGA GREEN 949-786-9558 OR APPROVAL EQUAL. CONTRACTOR SHALL PROVIDE ARCHITECT WITH SAMPLE AND SPECIFICATIONS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. M. PLANT MATERIAL THAT IS OVERGROWN AND ROOT-BOUND IS NOT ACCEPTABLE AND WILL BE RETURNED. N. CONTRACTOR SHALL PROVIDE 24" DEEP LINEAR ROOT BARRIER PANELS FOR ALL TREES WITHIN (8) EIGHT FEET OF HARDSCAPE. BARRIER PANELS SHALL EXTEND A MINIMUM OF 96" ON EITHER SIDE OF TREE. 0. PLANTING TABLETS SHALL BE PROVIDED FOR ALL PLANT MATERIAL PER SPECIFICATIONS. P. ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL COMPLY WITH THE CURRENT NURSERY INDUSTRY STANDARDS, THAT INCLUDES AND IS NOT LIMITED TO HEAVY PRUNING, TOPPING AND SPIKE MARKS EVIDENT ON ANY SPECIMEN TREES AND/OR PALMS. .. LIIVIJT. OF WORK ._,, Q. SIZE AND QUANTITY OF PLANT MATERIALS SHALL CONFORM TO CURRENT NURSERY INDUSTRY STANDARDS. MATERIALS NOT IN COMPLIANCE WITH THESE SAID STANDARDS WILL BE DEEMED UNACCEPTABLE AND WILL BE REPLACED WITH MATERIALS THAT ARE. R. THE SIZE OF THE PLANT MATERIALS SHALL BE IN PROPORTION WITH THE RESPECTIVE CONTAINER/ BOX SIZES. PLANT MATERIAL THAT DOES NOT FILL THE CONTAINER (WITHIN REASON) IS TO BE REPLACED WITH MATERIAL IN KIND THAT MEET INDUSTRY STANDARDS. I 1B r S. ALL PLANTER POTS SHALL BE FILLED WITH 'CONTAINER MIX' BY AGUINAGA GREEN 949-786-9558 OR EQUAL PLANTING MIX SPECIFICALLY DESIGNED FOR PLANTER POTS. CONTRACTOR SHALL SUBMIT SAMPLE OR SPECIFICATIONS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO PLANTING. T. ON-SITE SOIL SHALL NOT BE USED FOR RAISED PLANTERS. SEE SPECIFICATIONS FOR PLANTER MIX. U. PLANTER I CONTAINER MIX FOR POTS SHALL NOT CONTAIN BOISOILDS -MATERIAL FROM WASTEWATER OR SEWAGE TREATMENT PROCESSES. V. SPECIMEN TREES TO BE TAGGED AT NURSERY BY LANDSCAPE ARCHITECT, AS APPLICABLE. W. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a. STANDARD 1 -COVER CROP/ REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/ OR WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/ OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD# 2 -GROUND COVER ONE HUNDRED (1005) OF THE AREA SHALL BE PLANTED WITHE GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS ( PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR.) c. STANDARD# 3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS ( PLANTED FROM A MINIMUM OF 2f INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d. STANDARD# 4 -TREES AND/ OR LARGE SHRUBS TREES AND/ OR SHRUBS SHALL BE ( PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET X. SLOPES -6: 1 OR STEEPER AND: a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1 b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARD# 1 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP),# 2, #3AND#4. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS# 1 ( EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2, #3 AND #4. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY c. IDENTIFIED BY THE CITY AS HIGHLY VARIABLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SOIL TESTING 1. SOIL TESTING SHALL BE PERFORMED PRIOR TO LANDSCAPE INSTALLATION TO ENSURE THE SELECTION OF APPROPRIATE SOIL AMENDMENTS TO SUPPORT HEALTHY PLANT MATERIALS AND PROPER DRAINAGE. SOIL TEST RESULTS SHALL INCLUDE: • DETERMINATION OF SOIL TEXTURE AND THE AVAILABLE WATER HOLDING CAPACITY • DETERMINATION OF APPROXIMATE SOIL INFILTRATION RATE MEASURED OR DERIVED FROM SOIL TEXTURE/INFILTRATION RATE TABLES. A RANGE OF INFILTRATION RATES SHALL BE NOTED WHERE APPROPRIATE • MEASUREMENTS OF pH AND TOTAL SOLUBLE SALTS • A RECOMMENDED ACTION PLAN AS TO NECESSARY AMENDMENTS KEY PLAN NTS ------,-~ r'/1.. " 2. A MINIMUM OF (4) COMPOSITE SOIL SAMPLES SHALL BE TAKEN AT A DEPTH OF 6-8" BY CONTRACTOR AFTER GRADING/ DEMOLITION OPERATIONS ARE COMPLETED FOR A COMPLETE SOIL FERTILITY AND AGRICULTURAL SOIL SUITABILITY ANALYSIS. EACH SAMPLE SHALL CONSIST OF A MINIMUM OF 5 SCATTERED SAMPLING SPOTS WITHIN THE SAMPLE AREA. CONTRACTOR SHALL PROVIDE ARCHITECT WITH A COPY OF SOILS ANALYSIS FROM SOILS TESTING LABORATORY PRIOR TO PLANTING INSTALLATION. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS INCLUDING SOIL PREPARATION, BACKFILL, AMENDMENTS AND MAINTENANCE SPECIFICATIONS AS INDICATED BY SOILS ANALYSIS. SOILS ANALYSIS TO BE PROVIDED BY SOIL AND PLANT LABORATORY, INC. OR EQUAL 714-262-6777. ANY DEVIATIONS FROM SOIL AMENDMENT RECOMMENDATIONS BY THE CONTRACTOR SHALL BE NOTED AND SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL ' I I j I I ,, ifi i I I f •, . ,· . ;,",·, .... ,-_, ' : ARCHITECTS 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) PLANTING PLAN KEYNOTES 1. EXISTING PLANTING TO REMAIN. PROTECT IN PLACE 2. EXISTING TREE TO REMAIN. PROTECT IN PLACE 3. LINEAR ROOT BARRIER. SEE DETAIL 14/L3.03 4. PROVIDE SENECIO MANDRALISCAE 1 GAL. GROUNDCOVER@ 12" O.C. WHERE INDICATED 5. VEHICULAR SITE LINE. NO PLANTS OVER 30" WILL BE INSTALLED. 6. REPAIR EXISTING HILLSIDE PLANTING DAMAGED BY CONSTRUCTION 7. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT/ ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 8. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC£ __ _ EXP,-----DATE REVIEWED BY: INSPECTOR DATE fsRffi"lj CITY OF CARLSBAD IISiEETSI ------+--------------+----+--11-------1 l..l.LJ _ PLANNING DIVISION _ 23 t----+----+---------------------;1----t----+----+---t JP Fl JP 01/27/1 JP FINAL PLANNING SUBMITTAL 01/19/1 JP 5TH PLANNING RE-SUBMITTAL 12/18/15 JP 4TH PLANNING RE-SUBMITTAL 12/3/15 JP 3RD PLANNING RE-SUBMITTAL 10/30/1 JP 2ND PLANNING RE-SUBMITTAL 10/2/15 JP PLANNING SUBMITTAL DA1E N1IAL DIGI &! -' WORK REVISION DESCRIPTION DA1E N1IAL DA1E N1IAL OIHER llflfllNM. a,y /fflflfNM. LANDSC.APB PLA11B l'OR: LA COSTA TOWNE CENTER -BLDG. 7'110 7710 CAMINO REAL. CARLSBAD, CA 92009 L3.02 PARTIAL PLANTING PLAN APPR0'4'ED: f < • • CHKD BY: KK RW.O BY: KK PRo.ECT NO • PD 15-06 -Z·z.4-~ Manufactured t1y: VILLA ROOT BARRIER, INC* LINEAR BARRIER Newo1·Exi:oclug:Tn:c --,.__ ia" SE.LTICT D:CSIBED· SIZE C.,n~{~ Cw:\.,---,__ 0 l2"x20' Alph;i.lt ~--, QU"xZO' • 24'' x.20' 031;i"x2Q' U48'"ll20' Root&rrier -----...j Na,;ive MareJial Backfill Hl" or 24"· Lin<:al R.iot Barria Conr:;rej"e Sideypll,; &cldlll TYI'lCAL ASTMD UNIT TYPICAL PROP:EIITIF.S METHOD VALUE nm-BARRIERS Sl;:W.l. BE BLACK; .MADE OF HIGH DENSITY REG"YCLED POLYSTI'RENE RU.BBJ.!.R MODIFIED, Wrm THE VILIA ;)O' RIB EVERY 6 INCIIES TH.Ii llARRIERS ARE AYAlL/lliLli-IN HIGH IMPACT POLYSTYRENE WITH MODJFIED RUBBER NCM!NAL MEL'r' F'rJJW RATE (ittQ FEET, 5000G: CQNDr.ctbN ~! D 1236 qio N,IIN' 2.7" VlCATSOPTENINGTE:MPt',RATUR£ 0·1~2;5 ~F 210 RAISED .MO ~ ,0$0 THICKNESS. DEFLECTION TEMP. UNDER LQAD@ 41?4 PSI 3/4 INCH. D G48 OF ias SPECIAL:SIZES AVAILABLE lffTHE REQUEST OF .AR<'.lHrnx:;t dR CONTRAGr□R SPECJFICATIONS FOR ROOT BARRIER . l'HYSICJ\L PROPERTIES = (INJECTJON MOIDf'J), ANNEAT;P.D) 'i 'ENSlLE SfRRNGTl{ AJ' YlELl) D 638 Kf .BREAK D_63il TENSU.ELONGATION .AT BREAK D 638 TENSILE MQD()LUS D_6JR FLliXUML MDDUI.slJS 0790 FLEXURAL S'i'RENGTH A'.l'YJELD 0790 17.0D IMPACT STRENGTH AT 73°f' (WI" TtHCK INJECflON MQJ..VW SPECIMEN, NOTCHED) 0256 HARDNESS· ROCJ0X?ELL D785- 1, THE RAISED ROOT·GUIDING RIBS MUST BE EACING TOWARDS THE TREE ROOTS, PSl 4100 PSI ·HOO % 45 PSI 230.000 ,' PSl 280,000 PSI 15500 F'I'.-LBS/ IN 2.0 L. SCALE 50 2, THE TOP OF THE HbOT .BARRIER.Ml)~"'r Bli SLlUl-fl'L'i ABOVRGllA.DE (NEVE!{ ijELQW GRADE). 14 15 PROVIDE LINEAR ROOT BARRIER FOR ALL TREES WITHIN 6'-0" OF HARDSCAPE • BARRIER PANELS SHALL EXTEND 8' MIN. EITHER SIDE OF TREE TRUNK ROOT BARRIER SCALE: NTS 2016-01--08 L3.03_Planting_Details .dwg 11 EQUAL ---CLEARANCE TO MATCH PLANT SPACING UNLESS OTHERWISE NOTED i ,1 NOTE: ALL GROUNDCOVER OR SHRUBS TO BE PLANTED AT EQUAL SPACING (TRIANGULAR PER O.C. SPACING ON PLANS AND LEGENDS) " ADJACENT PAVING OR CURB~ GROUNDCOVER SPACING SCALE: 1'-0"=1'-0" 2016-01-08 L3.03 _Planting_ Details .dwg 11 KEYNOTES: 1. TREE -SEE PLANTING PLAN 2. CINCH TIE BY V.IT PRODUCTS (4) PER TREE. SECURE TO LODGEPOLE W/ GALVANIZED NAIL 3. TWO 2 1/2" DIA LODGE POLE PINE TREE STAKES -INSTALL NO CLOSER THAN 2" FROM ROOTBALL 4. 3" MULCH LAYER, MIN. EXCEPT AT ROOT CROWN -SEE SPECIFICATIONS 5. WATERING BASIN ' 6. AMENDED SOIL IN PLANT PIT -100% NON-COMPACTED NATIVE SOIL BELOW (UNLESS OTHERWISE SPECIFIED) 7. PLANT PIT EXCAVATION, SCARIFY BOTTOM.& SIDES OF PITS -FLARE TO 60° 8. UNAMENDED FRIABLE SOIL MANTLE 9. PLANT TABLETS PER SPECIFICATIONS 10. ARBOR GUARD FOR ALL TREES INSTALLED IN TURF -24" DIA CIRCLE CUT-OUT WITH 2" MULCH COVER 9 NOTES: 4 NOTE: ALIGN STAKES PARALLEL TO PREVAILING WIND. TREES CLOSER THAN 5' FROM PAVING TO RECEIVE 24" DEEP ROOT BARRIER =a8:::±t~ ,_____ 0 II 0 u u 2 X DIA. OF ROOTBALL TREE STAKING DOUBLE SCALE:NTS 2016-01-08 L3.03 _Planting_Details .dwg [ 1 NOTES: 1. 60" BOX OR LARGER MIN. 3 GUY WIRES 1. V.LT. PROTECTIVE COLLAR 2. AFTER PLANTING -PRUNE TREES AS DIRECTED BY LANDSCAPE ARCHITECT 2. #10 GALVANIZED GUY WIRE 3. GALVANIZED TURNBUCKLE 1/2" O.D. WHITE POLY TUBING AS DIRECTED BY LAND. ARCH 4. 2" X 4" X24" RWD DEADMAN 5. TYPICAL AT EACH GUY WIRE 4 >----fl I I 10 TREE GUYING NTS 2016-01-08 L3.03 _Planting_ Deta1ls.dwg 11 KEYNOTES: 1. TREE -SEE PLANTING PLAN 2. CINCH TIE BY V.1.T. PRODUCTS (4) PER TREE. SECURE TO LODGEPOLE W/ GALVANIZED NAIL 3. TWO 2 1/2" DIA LODGE POLE PINE TREE STAKES -INSTALL NO CLOSER THAN 2" FROM ROOTBALL 4. 3" MULCH LAYER, MIN. EXCEPT AT ROOT CROWN -SEE SPECIFICATIONS 5. WATERING BASIN 6. AMENDED SOIL IN PLANT PIT-100% NON-COMPACTED NATIVE SOIL BELOW (UNLESS OTHERWISE SPECIFIED) 7. PLANT PIT EXCAVATION, SCARIFY BOTTOM & SIDES OF PITS -FLARE TO 60° 8. UNAMENDED FRIABLE SOIL MANTLE 9. PLANT TABLETS PER SPECIFICATIONS 10. LINE OF EXISTING GRADE NOTE: ON SLOPES THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. NOTE: z ~! ~' ~· ' STAKE TREE PARALLEL TO SLOPE. VIEW ABOVE IS FOR DOUBLE STAKE CLARIFICATION ONLY. 7 TREE STAKING -DOUBLE ON SLOPE SCALE:NTS 2016-01-08 L3, 03_Planlins1_Detail$.dWg 11 KEYNOTES: 1. 1, 5 OR 15 GALLON SHRUB 2. 3" LA YER OF MULCH EXCEPT@ ROOT CROWN 3. WATERING BASIN 4. AMENDED SOIL PER SPECIFICATIONS OR PER SOILS REPORT RECOMMENDATIONS 5. PLANT PIT EXCAVATION, FLARE SIDES 60" 6. NATIVE SOIL MANTLE 7. PLANT TABLETS PER SPECIFICATIONS 8. LINE OF EXISTING GRADE 8 SHRUB PLANTING ON SLOPE SCALE: 1'-0"=1'-0" 2016-01-08 L3.03 _Planting_ Details.dwg 11 NOTE: ON SLOPES THE FRONT AND REAR OF THE PLANTING PITS SHALL BE GRADED TO A MAXIMUM 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) KEYNOTES: 1. PALM TREE -SEE PLANTING PLAN. FRONDS TIED PRIOR TO DELIVERY - REMOVE TIES ON SCHEDULE AS APPROVED BY SUPPLIER 2. 3" BERMEO WATERING BASIN 3. FINISH GRADE OF ADJACENT PLANTER AREA 4. PALM ROOT BALL -NO MORE THAN 6" BELOW TOP OF CROWN 5. 100% WASHED PLASTER SAND W/ 10 lbs. PER CU. YARD OF BACKFILL GRO-POWER 9-3-9 PALM FERTILIZER 6. PLANT PIT EXCAVATION, SCARIFY BOTTOM & SIDES OF PITS -FLARE TO 60° 7. 6" DIA SUMP AUGER -FILL WITH COARSE SAND AND CRUSHED AGGREGATE 8. 3" LAYER OF MULCH MIN., EXCEPT AT ROOT CROWN 9. 3" DIA PERFORATED ABS PIPE WRAPPED IN SOIL SEPARATOR FABRIC TO BOTTOM OF PLANT PIT 10. PVC CAP WITH (5)¼" DRILLED AIRHOLES½" ABOVE SOIL LEVEL 11. COMPACTED SAND BASE UNDER ROOTBALL 12. 100% NON-COMPACTED NATIVE SOIL BELOW(UNLESS OTHERWISE SPECIFIED) NOTES: • ALL PALMS SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING • ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAX. STABILITY • CERTIFICATE INDICATING PALMS WERE SHIPPED FREE FROM DISEASE MUST BE PROVIDED FROM SUPPLIER AND SUBMITTED TO LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ~ 12" CLR, MIN . 5 PALM TREE -SUMP DRAIN SCALE: NTS 2016-01-08 L3.03 _Planlfng_ Datails.dwgj1 KEYNOTES: 1. 1, 5 OR 15 GALLON SHRUB 2. 3" LA YER OF MULCH EXCEPT @ ROOT CROWN 3. WATERING BASIN 4. AMENDED SOIL PER SPECIFICATIONS OR PER SOILS REPORT RECOMMENDATIONS 5. PLANT PIT EXCAVATION, FLARE SIDES 60" 6. NATIVE SOIL MANTLE 7. PLANT TABLETS PER SPECIFICATIONS 0 ---------------0 d L!, ~ rj 1 LY o 0--0 0 6 SHRUB PLANTING SCALE: 1'-0"=1 '-0" 2016-01-08 L3,03_Planting_Details.dwgl1 KEYNOTES: 1. PALMTREE 2. TREE COLLAR UP/ DOWN LIGHT, BY OTHERS -SEE ELECTRICAL PLANS 3. J-BOX -CONCEAL IN PLANTER AREA 4. PLANTER AREA -SEE PLAN 5. FINISH SURFACE -SEE PLAN NOTE: COLLAR HEIGHTS SHALL BE CONSISTENT ON ALL PALMS PLAN ELEVATION APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP.----DA1E REVIEWED BY: INSPECTOR DA1E jsHffill CITY OF CARIBBAD IISiEETSI i----+---+--------------+---1-----1.---+---1 l_l£J _ PLANNING Dl\1SION _ 23 1---------------------------------------1 p FINAL PLANNING SUBMITTAL 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 2ND PLANNING RE-SUBMITTAL 10/2/15 JP PLANNING SUBMITTAL DA1E ll1IAL DA1E ll1IAL ENCIDI ER f6 WORK REVISION DESCRIPTION 01IER N'lflftrNM. DA1E ll1IAL CllY Al FROV.t.l. LAHDSC.API PLANS l'OR: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L3.03 PLANTING DETAILS APPROVED: V, .1, 1 f'UX.., b:.. PRO.ECT NO. KK PD 15-06 --------------------------------------- PLANTING SCHEDULE TREE LEGEND: trunk symbol shown for clarity SYMBOL BOTANICAL NAME I "COMMON" NAME SIZE QTY• REMARKS DETAIL WULCOLS PLANTFACTOI PLATANUS RACEMOSA CALIFORNIA SYCAMORE 36''-BOX JNLESS OTHERWISE 5 ' I AS NOTED ON PLANS 7&9/ L3.03 M 0.5 ------·· ~QJED ON PLAr,._i -------~---------+----+-----~---+ PHOENIX DACTYLIFERA DATE PALM TRISTANIA CONFERTA BRISBANE BOX PITTOPSORUM TEN. 'SILVER SHEEN' VARIEGATED KOHUHU SHRUB LEGEND SYMBOL BOTANICAL NAME/ "COMMON" NAME f+-+ .,. + + + •. •. ' _ ' . ' , ' , • ACACIA REDOLENS 'LOW BOY' ~ + + +.,. + -+ + + + + NCN 18' BTH 10 MATCHING SPECIMENS ' 24" BOX 21 ' STANDARD 24" BOX 11 STANDARD i SIZE QTY' REMARKS 5 GAL. 12,250SF 60" O.C. 2&5/L3.03 L 0.3 '&9/L3.03 M 0.5 7&9/L3.03 M 0.5 i DETAIL WULCOLS PLANT FACTO! 6&8/ L3/03 L 0.3 + + + + -1-I --+---~-------+----------------+----->------, ------ AGAVE ATTENUATA GOOSE NECK AGAVE 5GAL. -~--+--------------+-- AGAVE 'BLUE FLAME' BLUE FLAME AGAVE 5GAL. ' 180 I 28 36"0.C. 36" O.C. 6&8/ L3/03 . -------+-----I 6&8/ L3/03 L 0.3 L 0.3 ______ _, ---------+-----+ ----+-----------~----+----+------t AGAVE VILMORINIANA OCTOPUS AGAVE 5GAL. 40 36"0.C. 6&8/ L3/03 L 0.3 ' ------------+---+-------+-~ -··· - CD 00 ALOE BAINESII TREE ALOE --------------- ALOE ARBORESCENS TORCH ALOE ' 24" BOX 1 I 1 15GAL. 2 30" O.C. 60" O.C. 6&8/ L3/03 -----~-+-- 6&8/ L3/03 L 0.3 L 0.3 --+------+-- ALOE VERA MEDICINAL ALOE . ---------- 5 GAL. 185 i 30"0.C. 6 & 8 / L3/03 ALOE PLICATILIS 5 GAL. 25 36" O.C. 6&8/ FAN ALOE ' L3/03 L 0.3 L 0.3 • ----------j---i------+---- ALOE STRIATA 5 GAL. 65 36" O.C. 6&8/ L 0.3 CORAL ALOE L3/03 --+----------------+----+---~, -------------,1-----+-------+- /(~ ANIGOZANTHOS 'BUSH RANGER RED' 5 GAL. 55 24" O.C. 6&8/ 'lJi RED KANGAROO PAW L3/03 L 0.3 ---+-------+----...... ---------t ffi ASPARAGUS DENSIFLORUS 'MYERS' , \]7 FOX TAIL FERN ~-'· ~ ~-~ CEANOTHUS MARITIMUS "~ ~ MARITIME CEANOTHUS 5GAL. 1 45 24"0.C. 5GAL. 4,100SF 48" O.C. ----+---- 5 GAL. 30 i 30" o.c. 6&8/ L3/03 6&8/ L3/03 6&8/ M L M 0.5 0.3 0.5 (f;> ' _) \_ _ _J CHONDROPETALUM TECTORUM SMALL CAPE RUSH L3/03 , ----+-----+-----i V'vV'J'vVV',, --f----+ V V V V V V V CISTUS X PURPUREUS V'vV'v'/VV\ bv'vVV'v'vV ROCKROSE 5 GAL. 3,900SF 48" O.C. : _ _:-~~~-=-=-COTONEASTER DAMMERI 'CORAL BEAUTY' 5 GAL. 1,400SF 48" O.C r=-=-=-=-=----BEARBERRY COTONEASTER i--~~~t---------------- DIANELLA TASMANCIA 'VARIEGATA' VARIEGATED FLAX LILY DIETES 'NOLA ALBA' KATRINA AFRICAN IRIS ----- HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS JUNCUS PATENS 5GAL. 118 24"0.C. , 5GAL. 130 36" O.C. 5 GAL. 50 24"0.C. 5 GAL. , 42 36"0.C. ; 6&8/ ' L3/03 6&8/ L3/03 6&8/ L3/03 6&8/ L3/03 L L M M ------------.. ----f--------- 6&8/ L3/03 M 0.3 0.3 0.5 0.5 0.5 -------------+, -------------j--- 1 6&8/ M 0.5 ' L3/03 CALIFORNIA GRAY RUSH LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILY TURF ----+------+----------------+-------+-----l 5GAL. 60 24"0.C. 6&8/ L3/03 M 0.5 ' ~~--i------------------, -vw, /-" / / LIGUSTRUM JAPONICUM 'TEXAN UM' -------------+------+----+-----i, I 800 SF 24" O.C./ HEDGE 6&8/ M 0.5 5GAL. L3/03 V // -/ / TEXAS PRIVET -----------------+-----+---+---- (~) ------➔----, ------------~------, LIMONIUM PEREZEII STATICE 5 GAL. 165 24"0.C. 6&8/ L L3/03 ------ (T'\1 1 LOMANDRA LONGIFOLIA 'BREEZE' 5 GAL. 950 24" O.C 6&8/ \_,_./ DWARF MAT RUSH L3/03 M [7V ;~ / MISCA~TH_U_S_T_R_A_N_S_M_O_R_R-IS_O_N_E_N_S_IS---+-5-G __ A_L. 1,200SF' 36" O.C -6&8/ L 0.3 0.5 0.3 ---_I /, ~ // EVERGREEN MISCANTHUS _ -----+-----+----+------+--L3_i0_3 ____ , __ i~s'&_%_-,_-_-_ ---MUHLENB-ER. GIA CAPILLARIS 5 GAL. 3,500SF 36" O.C 6&8/ L 0.3 ~-~ PINK MUHLY_G_R_A_s_s _______ -+----t-----+-------------+---L3/_0_3_+------, ----j \;/"1, PHORMIUM TENAX 'MAORI MAIDEN' 5 GAL. 65 30" O.C. 6&8/ tsi"', RAINBOW NEW ZEALAND FLAX~---L3/03 PHORMIUM TENAX 'YELLOW WAVE' YELLOW NEW ZEALAND FLAX t-----1------- SANSEVIERIA TRIFASCIATA 'LAURENTI!' , SNAKE PLANT 5 GAL. 245 5 GAL. 35 30"0.C. 30"0.C. 6&8/ L3/03 6&8/ · L3/03 L 0.3 ! L 0.3 M 0.5 t-------I --------------------+-----+--------------, ~~7 I YUCCA RECURVIFOLIA ,Ly-('-j SOFT LEAF YUCCA 5 GAL. 7 30"0.C. GROUNDCOVERLEGEND SYMBOL BOTANICAL NAME/ "COMMON" NAME SIZE SQ. FT' REMARKS 6&8/ L3/03 DETAIL M WULCOLS ! I 0.5 PLANT FAGTOF h-'7~--~-----~r-~-----------------------+----+--------t---------------~-----------+-------- b □ □ □ c :Jc BOUGAINVILLEA 'OH LA LA' pnnnc:::::::ic 1 □ □ □ [7 0 o NCN 1 GAL. 235 SF 12" O.C. MONROVIA 15/L3.03 L 5/L3.04 0.3 ---------+-----------+--. --- .... _ DECOMPOSED GRANITE ECHEVERIA 'AFTERGLOW NCN FINES 1 GAL. SEE THOMPSON BUILDING MATERIALS 6/ L3.04 NIA PLAN • 805-484-4391 100SF 12"0.C. TRIANGULATE SPACING i 15/L3.03 'L 5/L304 /yY-ECHEVERIA PULVINATA 1 GAL. 12" O.C. ' 15/L3.03 L N/A 0.3 0.3 1 ' 1 ,, PLUSH PLANT TRIANGULATE SPACING '. 5/L3.04 "'< ., -------------+-~~~~~~~--------+-------+--------, ~ SENECIO MANDRALISCAE 1 GAL. 3300SF 12" O.C. 15/L3.03 L tAWv'.!-, BLUE CHALK STICKS TRIANGULATE SPACING 5/L3.04 --f---------------+----~----1 ' ROSMARINUS OFFICINALIS 'PROSTRATUS' 1 GAL. 2,150 SF 12" O.C. CREEPING ROSEMARY VINE LEGEND SYMBOL BOTANICAL NAME I "COMMON" NAME SIZE ! QTY ----+-----------------+~ T FICUS PUMILA CREEPING FIG -~-------------- NOTES: • CLIMATE ZONE -24 (SUNSET WESTERN GARDEN BOOK) • PLANT QUANTITIES LISTED ARE FOR REFERENCE ONLY. 1 GAL. , 54 REMARKS 12" o.c. 15/L3.03 ! L 5/L3.04 I 1 DETAIL 2/ L3.04 WULCOLS M • IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO QUANTIFY ALL PLANT MATERIALS AS SHOWN ON PLANS • WULCOLS (WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES) RATINGS SHOWN HEREON ARE FOR REGION 3 -SOUTH COASTAL • ALL PLANTER POTS SHALL BE FILLED WITH CONTAINER MIX PER SPECIFICATIONS • ALL PLANTER AREAS SHALL RECEIVE GROUNDCOVER MULCH PER SPECIFICATIONS 0.3 0.3 PLANT FACTOF 0.5 5 9 © 4 3 <i L\ KEYNOTES: 1. GROUNDCOVER PLANTING 2. 3'_' MIN. LAYER OF MULCH EXCEPT@ ROOT CROWN. SEE PLANTING PLAN NOTES FOR MULCH SPECIFICATION 3. FINISH GRADE OF PLANTER SOIL 4. LIGHTWEIGHT PLANTER SOIL MIX. SEE PLANTING PLAN NOTES FOR SPECIFICATION. GROUNDCOVER PLANTING SCALE: 1'-0"=1'-0" 2016-02-16 L3.04_Planting_Details2.ciwg 11 KEYNOTES: 1. A.C. PAVING 2. AMENDED SOIL MIX FOR TREE PLANTING. FULL DEPTH OF TREE ROOT MASS/ 24" MIN. 3. CONCRETE PLANTER CURB 4. DECOMPOSED GRANITE -3" THICK MIN. SEE PLANTING SCHEDULE FOR SPECIFICATION. 5. ROOT BARRIER -LINEAR SURROUND. 6. FILTER FABRIC UNDERLAY. AFFIX TO GROUND WITH COMMERCIAL GRADE FABRIC/GARDEN STAPLES AT 30" O.C. MIN 7. COMPACTED SUBGRADE PER SOILS REPORT RECOMMENDATIONS. 8. FINISH GRADE WITHIN PLANTER SHALL BE SET MIN. 4" BELOW TOP OF CURB TO ACCOMMODATE DECOMPOSED GRANITE 9. TREE WELL FINISH GRADE KEYNOTES: 1. VINE 2. GROUNDCOVER MULCH 3. ADJACENT FINISH SURFACE/ PAVING 4. AMENDED BACKFILL. SEE SPECIFICATIONS 5. FERTILIZER TABLET. SEE SPECIFICATIONS 6. COMPACTED SUBGRADE 7. ROOTBALL. SET TOP OF ROOTBALL 2" ABOVE FINISH GRADE 8. WALL, FENCE, OR TRELLIS POST ~---< 2 ~---< 3 7 4 5 6 1-112 X ROOTBALL WIDTH 01--=-£-=~--'--3 .. ~--"--"._J-T::....:..R~E=E=---cP_____.cL=c,_A_.;;.:_N~T-=E'-'-'R'-----___________ _ 2 VINE PLANTING SCALE: NTS 2016-02-16 L:J.04_Planti~g_Deta11s2 .dwg 11 111 West Ocean Boulevard Suite 2000 Long Beach, Ca 90802 (562) 901-1500 (t) (562) 901-1501 (f) APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA "AS BUil T" RC[ __ _ EXP-----DA'IE REVIEWED BY: INSPEcroR DA'IE ~, CITY OF CARLSBAD ll!aiEETSI i----+-----------------1---+----t--+---1~-PLANNING DNISION _ 23 --------1-------------------------1-----1----1 01/27/1 FINAL PLANNING SUBMITTAL 01 /19/1 5TH PLANNING RE-SUBMITTAL 4TH PLANNING RE-SUBMITTAL 3RD PLANNING RE-SUBMITTAL 10/30/1 2ND PLANNING RE-SUBMITTAL 10/2/15 PLANNING SUBMITTAL DA1E INITIAL ENGi EM rE W0RIC REVISION DESCRIPTION 01IER N'fWNM. DA1E INITIAL aTY A. 11401/M. L&HDSCAPB PI.OB l'OB: LA COSTA TOWNE CENTER -BLDG. 7710 7710 CAMINO REAL. CARLSBAD, CA 92009 L3.04 PLANTING SCHEDULE _,,._PR_o_VED:_. ____ ~_4 __ 4........,-B ....... w .... slr: ___ -z. :z.--l-11.c, ... Kl<--11 KK . PRO.ECT NO. PD 15-08