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HomeMy WebLinkAboutDWG 480-9L; CD 13-18; FLORAL TRADE CENTER COMMERCIAL; 01-45DRAWING INDEX: SHEET TITLE SHEET NUMBER COi/ER S/-/EET 1 L-000 ORIENTATION PLAN 2 L-001 -------- CONSTRUCTION LECE/1/D 3 L-100 CONSTRUCTION PLAN 4 L-101 CONSIRUCllON PLAN 5 L-102 -------- CONSTRUCTION PLAN 6 L-103 CONSTRUCT/ON PLAN 7 L-104 CONSTRUCTION ENLARGEMENTS 8 L-201 SITE SECTIONS 9 L-301 CONSTRUCTION DETAILS 10 L-401 ------ CONSTRUCTION DETAILS 11 L-102 CONST/{UCTION DETAILS 12 L-1-03 CONSTRUCTION DETAILS 13 L-104 CONS/RUCTION DETAILS 14 L-405 CONSTRUCTION DETAILS 15 L-406 CONSTRUCTION DETAILS 16 L-407 CONSTRUCTION DETAILS 17 L-408 CONSTRUCTION DETAILS 18 L-409 ----------- CONSTRUCTION DETAILS 19 L-410 CONSTRUCTION DETAILS 20 L-411 CONSTRUCTION DETAILS 21 L-412 CONSTRUCTION DETAILS 22 L-413 CONSTRUCT/ON DETAILS 23 L-414 CONSTRUCTION DETAILS 24 L-415 SOIL PLAN 25 L-501 1 SOIL Pl.AN 26 L-502 --- SOIL PLAN 27 L-503 SOIL PLAN 28 /_ -504 /RR/GA TIO/II PLAN 29 L-600 ' /RR/GA TION PLAN 30 L-601 /RR/GA TION PLAN 31 L-602 !RR/GA TION PLAN 32 L-603 /RR/GA TION PLAN 33 L-604 /RR/GA TIO/II LEGEND & NOTES 34 L-605 ------ /RR/GA TION DETAILS 35 L-606 /RR/GA TION DETAILS 36 L-607 /RR/GA T/ON DETAILS 37 L-608 PLANTING LEGEND 38 L-700A PLANTING NOTES 39 L-700B PLANTING PLAN 40 L-701 Pl.ANTING PLAN 41 1-702 1JLAN TING PLAN 42 L-703 !-'LANI/NG PLAN 43 L-704 PLANTING DETAILS 44 L-801 PLANTING DETAILS ' 45 L-802 FLORAL TRADE CENTER CAI~LSBA]D VICINITY MAP CITY OF OCEANSIDE HIGHWAY /a 0 0 5 N C) NOT TO SCALE CITY OF VISTA . -?(' (j ~ -,'l',_:5.:RO~A!ll--r-----__,,,-Y -v (l:J \ \..... LOMAR , {/?o?- PACIFIC OCEA1\I I y Al CA AVE OF MARCOS KEY MAP LANDSCAPED AREA -123,768 SF DI RT DIAL TOLL FREE 1 -800 -422 -4133 AT LEAST TWO DAYS BEFORE YOU DIG • o?i'ng"'/S?fic::: • .,~ -/4l-'t . !e, OF OA~W~ -COMMERCIAL 92()08 LOCATION MAP PROJECT SITE 5600 AVENIDA ENCINAS CANNON RD \ C) NOT TO SCALE CITY OF VISTA SANITATION DEPARTMENT - DECLARATION OF RESPONSIBLE CHARGE: I /-/EREBY DECLARE T/-IAT I AM Tl-IE LICENSED DESIGNER OF WORK FOR Tf-/lS PROJ[CT, Tl-IA T I /-IA VE EXERCISED RESPONSIBLE C/-IARCE OV[R Tl/[ DESIGN OF T/-1/S PROJECT AS DEFINED IN SETT/ON 6703 OF Tl-IE BUSINESS AND PROFESSIONS CUDE AND T/-IAT Tl-IE DESIGN IS CONSISTENT WIT/-/ CURRENT STANDARDS. I UNDERSTAND T/-1/\T Tl-IE CHECK UF PROJECT DRAWINGS AND SPECIFICATIONS BY TIIE CITY OF CARLSBAD AND SAN DIEGO COUNTY OEP/\RTMENT OF ENVIRONMENTAL /-IEALT/-1 IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS Tl-IE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. T/-IESE PLANS /-/AVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WIT/-/ Tl-IE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTEC //UN PLAN, AND ALL CONDITIONS OF APPROVAL RELA TEO TO L/\NOSCAP/NG. P/-IONE~) 793-~6~'9~7~0 ____ _ REGISTRA TIUN NO: 4664 EXP/RATION DA TE: 9/30/2015 _;:_J_~-=--'--'------ WATER EFFICIENT LANDSCAPE DECLARATION: I AM FAMILIAR WIT/-/ Tl-IE REQUIREMENTS FOR LANDSCAPE AND /RR/GA TION' PLANS CONTAINED IN Tl-IE CITY OF CARLSBAD'S LANDSCAPE MANUAL & WATER EFFICIENT LANDSCAPE REGULATIONS. I /-/AVE PREPARED T/-1/S PLAN IN COMPLIANCE WI Tl-I T/-/OSE REGULATIONS AND TIIE LANDSCAPE MANUAL. I CERTIFY //-IA I Tl-IE PLAN IMPI_EMENTS TI-/OSE REGULATIONS T PROVIDE EFFICIENT USE OF WA /ER BY. .. ( 858 ) 793-6970 P/-IUNE ________ _ REGISTRA T/ON NU: 4664 EXPll<A //UN UA TE: -'-9"--/-'--30'-'-/-=2-'-0-'--'1 Sc__ ___ _ BACKFLOW PREVENTER TESTING: ALL /RR/GA TION BACKFLOW PREVENTERS S/-IALL BE IES/£0 BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO //-IE CITY AND Tl-IE CARLSBAD MUNICIPAL WATER 0/STR/C(. PIPE BETWEEN Tl-IE METER ANO BACKFLOVI PREVENTER S/-IALL BE "SC/-IEDULE K /-/ARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON Tl-IE CITY WEB SITE AT: /-1 TTP. //WWW. CARLSBAOCA GOV /SERVICES/DEPARTMENTS/WA TER/OOCUMEN TS/RECYC/ EO WA TERBA CKFL OW /ES /ERL/ST PDF FOR RECYCLED OR 1-/TTP: //WWW. CARLSB/\OCA GOV /SERVICES/DEPARTMENTS/WA TER/OOCUMEN TS/WA TERBACKFLOWTESTERLIST.PDF FOR POTA/3Lt OR CALL (760) 438-2722. INSPECTION PROCEDURES: INSPECTION PROCEDURES: INSPECTION OF Tl-IE PROJECT S/-IALL BE PERFORMED BY //-IE LANDSCAPE /\RC/-1/TECT OF WORK, OR /-/IS DESICNA TfU /\GEN r. REFER TO T/-IE SPECIF/CA T/ONS FOR Tl-IE SC/-IEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF T/-IE WORK, Tl-IE LANDSCAPE ARC/-1/TECT OF T/-IE WORK W/f_f_ CERTIFY TI-/AT Tl-IE INSTALL/\ T/ON /-/AS BEEN COMPLETED BY SUBMITTING Tl-IE "CERT/FICA T/ON OF COMPLETION" FORM. A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY //-IE CIIY MUST ALSO ,BE MADE BY CALLING Tl-IE INSPECTION REQUEST LINE. "CERIIFICATION OF COMPLETION" FORM FAX TO: (760) 944-894]. LANDSCAPE INSPECT/ON REQUEST P/-IONE LINE: (760) 602-4602. PRIOR TO BEGINNING LANDSCAPE WORK: Tl-IE CONTRACTOR S/-IALL CONTACT T/-IE DESIGNER OF WORK PRIOR IO BEGINNING LANDSCAPE WORK AND Tl-IE DESIGNER OF WORK S/-1/\LL REVIEW Tl-IE PROJECT UTILITY LOCATIONS ANO REVISE PLANS /\CCORDINGL Y TO FULLY SCREEN ALL UTILITIES FROM VIEW AND PROTECT ALL UTILITIES (ABOVE & BELOW GRAUE) /-HOM INVASIVE PLANT CROWT/-1 AND ROOTS. CITY REVIEW: A SEP ARA TE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF T/-/ESE PLANS REQUIRING A BU/LUING PERMIT. CITY APPROVAL OF T/-IESE PLANS IS FOR LANDSCAPE PLANTING' AND /RR/GA TION ONLY. ------- IL 009 I SH/EET I APPRO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. // A s I3 LJ I L T I/ RCE EXP. DATE REVIEwED BY, INSPEc,r□R DATE CITY OF Ci\RLSBAD ~ PLANNING lJIVl'.ilON LANDSCAPE [MPROVEMENT PLANS F'OR: FLORAL TRADE CENTER - COMMERCIAL TITLE SHEET t---t---t-------------+--+--+---+----l tt~ 4 f:IL-~JL -<-I -I -1.e; I APPROVED: I ;..;r j.(..-I l----t--+----------------1--------1----1--------1-----l _P=LA=N=IN=IN=G~--------------~- APPROVED BY REVI CHKD BY: NE CD 13-18 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Expiration Date: 9/J0/15 7/t~ /t S DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: __AM -~1--P-R-OJ_E_C_T_N_O __ -~I IJ4RA8WOIN_GgNLO. DATE DESIGNER OF WORK SION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -"· ~ ./ ~. )i'~":,,f;.,: \ I -I I ' ,, i' , ' ) C DRAW:NG FILES TITLE SYEErS CLSB-IP.DWG REVISED. 5 15 2012 DATE INITIAL DESIGNER OF WORK Expiration Date: 9/30/15 SCALE: 1" = 40' IJArE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAi_ CITY APPROVAL IL 0011 I SH~ET I LANDSCAPE SHEET INDEX L-000 COVER SHEET L-001 ORIENTATION PLAN L-100 LANDSCAPE CONSTRUCTION SCHEDULE L-101 CONSTRUCTION PLAN -SOUTHWEST QUADRANT L-102 CONSTRUCTION PLAN-NORTHWEST QUADRANT L-103 CONSTRUCTION PLAN -SOUTHEAST QUADRANT L-104 CONSTRUCTION PLAN-NORTHEAST QUADRANT L-201 CONSTRUCTION PLAN ENLARGMENTS L-301 SITE SECTIONS L-401 L-402 L-403 L-404 L-405 L-406 L-407 L-408 L-409 L-410 L-411 L-412 L-413 L-414 L-415 L-501 L-502 L-503 L-504 L-600 L-601 L-602 L-603 L-604 L-605 L-606 L-607 L-608 CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS SOILS PLAN -SOUTHWEST QUADRANT SOILS PLAN -NORTHWEST QUADRANT SOILS PLAN -SOUTHEAST QUADRANT SOILS PLAN -NORTHEAST QUADRANT IRRIGATION COVER SHEET IRRIGATION PLAN -SOUTHWEST QUADRANT IRRIGATION PLAN -NORTHWEST QUADRANT IRRIGATION PLAN -SOUTHEAST QUADRANT IRRIGATION PLAN -NORTHEAST QUADRANT IRRIGATION LEGEND ANO NOTES IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION DETAILS L-?OOA PLANT LEGEND L-700B PLANTING NOTES L-701 PLANTING PLAN -SOUTHWEST QUADRANT L-702 PLANTING PLAN -NORTHWEST QUADRANT L-703 PLANTING PLAN -SOUTHEAST QUADRANT L-704 PLANTING PLAN -NORTHEAST QUADRANT L-801 L-802 PLANTING DETAILS PLANTING DETAILS APPROV[O FOR !RR/GA T/ON ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCA T/ON OF PLAN UNG AR[A. "AS BU I l_ T" RCE [XP. DATE REVIEWED BY: INSPECTOR DATE CTTY OF CARLSBAD ~ PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL APPROV~D: /fi:,, &{, ~\~ir c.\-.\ -i~ PLANNING DWN BY: tiM PROJECT NO. DRAWING NO. CHKD BY: UE CD 13-18 RVWD BY: 480-9L \ --~ i' ,--------··-------------------------------------------------------------------;\ CONSTRUCTION SCHEDULE KEY SYM DESCRIPTION PC1 [_), D;< PEDESTRIAN CONCRETE TYPE 1 PC2 PEDESTRIAN CONCRETE TYPE 2 PC3 PEDESTRIAN CONCRETE TYPE 3 ,. ' ~QOOOCQ CR1 tozogr;g CURBRAMPTYPE1 ~0 c/~o0 o f' ,.,,Jo'-'r, CR2 PO;; 0 u O ~ CURB RAMP TYPE 2 000000 0 o·or VC1 , · · , · VEHICULAR CONCRETE WD1 WOOD DECKING @ NORTH BREEZEWAY ENTRY WD2 r-----1 WOOD DECKING@ NORTH BREEZEWAY SPEC 321316 321316 321316 3214 00 3214 00 321316 0615 37 06 15 37 DETAIL 01/L-401 01/L-401 01/L-401 04,08/L-401 05,06/L-401 03/L-4D1 01,02/L-413 01,02/L-413 MATERIAL CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE UNIT PAVER CONCRETE CONCRETE UNIT PAVER CONCRETE CUMARU WOOD CONCRETE SUB-SLAB CUMARU WOOD CONCRETE SUB-SLAB FINISH TOP CAST MANF: WR GRACE TOP CAST MANF: WR GRACE TOP CAST MANF: WR GRACE TOPCAST, MANF: WR GRACE ULTRA FACE TOP CAST ULTRA FACE TOP CAST MANF: WR GRACE COLOR NATURAL GREY SILVERSMOKE 08084 MANF: DAVIS COLORS ADOBE 61078 MANF: DAVIS COLORS NATURAL GREY CHARCOAL NATURAL GREY CHARCOAL NATURAL GREY PENOFIN NATURAL NATURAL/WATER MEMBRANE NATURAL GREY PENOFIN NATURAL NATURAL/WATER MEMBRANE NATURAL GREY COMMENTS PROVIDE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE PRIOR TO INSTALLATION PROVIDE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE PRIOR TO INSTALLATION --- PROVIDE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE PRIOR TO INSTALLATION MANF: WAUSAU TILE OR APPROVED EQUAL MANF: WAUSAU TILE OR APPROVED EQUAL PROVIDE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE PRIOR TO INSTALLATION 5/4 X 6 DECKING ON SLAB; PROVIDE SHIMS/ PEDESTAL TO LEVEL AS NECCESSARY 5/4 X 6 DECKING ON SLAB; PROVIDE SHIMS/ PEDESTAL TO LEVEL AS NECCESSARY ---.---~----t-----j-- WD3 WD4 WD5 WD6 cc CC2 ST1 ST2 WOOD DECKING@ CAFE 1-----t .... WOOD DECKING@ SOUTH BREEZEWAY WOOD DECKING @AMPHITHEATER 1--------WOOD DECKING @ RINSE OFF FIXTURES CONCRETE CURB CONCRETE MOW CURB STAIR TYPE 1 STAIR TYPE 2 06 15 37 01,02/L-413 0615 37 01,02/L-413 06 15 37 01,02/L-413 0615 37 03,06/L-414 32 33 00 10/L-401 RE: CIVIL RE: CIVIL RE: CIVIL 11/L-401 321316 04/L-404 321316 05/L-404 CUMARU WOOD CONCRETE SUB-SLAB CUMARU WOOD CONCRETE SUB-SLAB CUMARU WOOD CONCRETE SUB-SLAB CUMARU WOOD CONCRETE SUB-SLAB PENOFIN NATURAL NATURAL/WATER MEMBRANE NATURAL GREY PENOFIN NATURAL NATURAL/WATER MEMBRANE NATURAL GREY PENOFIN NATURAL NATURAL/WATER MEMBRANE NATURAL GREY PENO FIN NATURAL NATURAL/WATER MEMBRANE NATURAL GREY CAST IN PLACE CONCRETE NATURAL NATURAL GREY CONCRETE RE: CIVIL CONCRETE RE: CIVIL CAST IN PLACE CONCRETE TOP CAST MANF: WR GRACE TOP CAST CAST IN PLACE CONCRETE MANF: WR GRACE NATURAL GREY NATURAL GREY NATURAL GREY SILVERSMOKE 08084 MANF: DAVIS COLORS 5/4 X 6 DECKING ON SLAB; PROVIDE SHIMS/ PEDESTAL TO LEVEL AS NECCESSARY 5/4 X 6 DECKING ON SLAB; PROVIDE SHIMS/ PEDESTAL TO LEVEL AS NECCESSARY 5/4 X 6 DECKING DN SLAB; PROVIDE SHIMS/ PEDESTAL TO LEVEL AS NECCESSARY 5/4 X 6 DECKING ON SLAB; PROVIDE SHIMS/ PEDESTAL TO LEVEL AS NECCESSARY GRASSCRETE MANF: GRASS CONCRETE UNLIMITED OR APPROVED EQUAL 6" x 6' CONCRETE CURB ALONG PROPERTY LINE PER PLANS f---+----+--------------+----+----+--------+---------+--------+--------------·-·-·--- FB1 FIXED BENCH TYPE 1 03 45 00 01/L-402 CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM CUMARU WOOD PENOFIN NATURAL GREY NATURAL ------f------t--------+ ------------------J SILVERSMOKE 08084 FB2 FIXED BENCH TYPE 2 FB3 FIXED BENCH TYPE 3 HR HORSE SHOE PIT TG1 TREE GRATE TYPE 1 FE1 PRIVACY SCREEN TYPE 1 FE2 PRIVACY SCREEN TYPE 2 SW1 SEAT WALL TYPE 1 SW2 SEAT WALL TYPE 2 SW3 SEAT WALL TYPE 3 --+----·--- SW4 SEAT WALL TYPE 4 SW5 SEAT WALL TYPE 5 RP1 RAISED PLANTER TYPE 1 RP2 RAISED PLANTER TYPE 2 RP3 RAISED PLANTER TYPE 3 RP4 RAISED PLANTER TYPE 4 CD CHECK DAM BG BIORETENTION BRIDGE BO SECURITY BOLLARD BR BIKE RACK HR1 CUSTOM HANDRAIL TYPE 1 HR2 CUSTOM HANDRAIL TYPE 2 HR3 CUSTOM HANDRAIL TYPE 3 SD IN-PAVING ATRIUM DRAIN MC CONCRETE MOW CURB C: \DRA¥/iNC FILES\TITLE SHEE IS\CLSB-IP.DWG RF\/ISFD: 5/15/2012 03 45 00 02/L-402 05 70 10 D1,02/L-404 321316 01/L-410 32 94 43 07/L-409 05 70 25 01,02/L-406 05 70 10 04/L-406 03 45 00 07/L-402 321316 03/L-403 321316 07/L-403 --··-+-----+---- D3 45 00 1 D/L-402 CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM CUMARU WOOD PENOFIN STEEL CUMARU WOOD CUMARU WOOD STE•L IRON STEEL STAINLESS STEEL CUMARU WOOD STEEL POWDERCOAT PENOFIN luc vM< PENOFIN WEATHERING STE>I RUST CONDITIONER WEATHERING STEEL BRUSHED #4 PENOFIN WEATHERING STEEL CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM CUMARU WOOD PEN Of IN CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM NATURAL SABLE' CORTEN NATURAL , un"' one, NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL GREY NATURAL SILVERSMOKE D8084 MANF: DAVIS COLORS NATURAL GREY MANF: INTERPON POWDER COATINGS OR APPROVED EQUAL PROVIDE SHOP DRAWINGS 12' X 6' JAMISON GRATE; MANF. URBAN ACCESSORIES OR APPROVED EQUAL PROVIDE SHOP DRAWINGS PROVIDE SHOP DRAWINGS PROVIDE SHOP DRAWINGS 1----------+--------+---------+------------·--------t CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM CUMARU WOOD PEN Of IN SILVERSMOKE 08D84 NATURAL PROVIDE SHOP DRAWINGS ------+----·-----··-I----------, -------------------, D3 45 00 09/L-402 05 70 25 01/L-407 05 70 25 02/L-4D7 05 70 25 03/L-407 321316 OB/L-802 321316 01/L-409 051316 04/L-409 129310 10/L-409 129310 10/L-410 CAST IN PLACE CONCRETE FORM TIE W/ BOARD FORM CUMARU WOOD PENDFIN STEEL STEEL STEEL CONCRETE CONCRETE STEEL STEEL STAINLESS STEEL STEEL WEATHERING STEEL WEATHERING STEEL WEATHERING STEEL ACID-ETCHED FORM TIE W/ BOARD FORM WEATHERING STEEL STAINLESS STEEL BRUSHED #4 PAINTED SILVERSMOKE D8084 NATURAL NATURAL NATURAL NATURAL SILVERSMOKE 08084 MANF: DAVIS COLORS NATURAL GREY NATURAL NATURAL NATURAL BLACK PROVIDE SHOP DRAWINGS BMM X 28' ROLLED WEATHERING STEEL PANEL ANCHORED TO 6' CONCRETE WALL BMM ROLLED WEATHERING STEEL PANEL ANCHORED TD 6' CONCRETE WALL 3 'H WEATHERING STEEL EDGE ON 6' X 6" CONCRETE CURB 24"H X 36'W SQUARE SUNSET TAPERED PLANTER, MANF: CAST DECOR, ACTON, CA 93510 FROST LINGUINI BIKE RACK OR APPROVED EQUAL -· -----+------1----·------+---------+---------------- 05 5213 05 52 13 05 52 13 RE: CIVIL 07/L-404 01/L-405 08/L-404 02/L-405 RE: CIVIL STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL CONCRETE BRUSHED #4 NATURAL PROVIDE SHOP DRAWINGS BRUSHED #4 NATURAL PROVIDE SHOP DRAWINGS BRUSHED #4 NATURAL PROVIDE SHOP DRAWINGS BRUSHED #4 NATURAL TOP CAST MANF: WR GRACE NATURAL GREY GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND TO LOCATE ALL EXISTING SITE CONDITIONS AND UNDERGROUND UTILITIES, PIPES, AND OTHER SUBSTRUCTURES,AND TO PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR, BODILY INJURY OR REPLACEMENT OF SAID SUBSTRUCTURES INCLUDING DAMAGE OF THE OWNER'S PROPERTY SHALL BE BORN BY THE CONTRACTOR. THE CONTRACTOR SHALL HAND DIG FOOTINGS, TREE WELLS, PLANTING BEDS, ETC. AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES PRIOR TO ANY EXCAVATION, 2. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITH AND ADJACENT TO THE AREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO EXCAVATION AND CONSTRUCTION OF NEW WORK. EXTREME CARE SHALL BE EXERCISED IN EXCAVATION AND WORKING NEAR EXISTING UTILITIES. REFER TO CIVIL DRAWING FOR GENERAL REFERENCE. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES, PIPES AND OTHER SUBSTRUCTURES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, DETAILS AND SPECIFICATIONS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION IN THE FIELD.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 IMMEDIATELY REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, LANDSCAPING, AND FEATURES TO REMAIN ON AND/OR ADJACENT TO THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO ENFORCE SAFETY MEASURES OR REGULATIONS. 5. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY. 6. ANY CONFLICTING INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE AND OWNER SHALL ASSUME THAT THE CONTRACTOR HAS INCORPORATED THE SPECIFIED ITEM. 7. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION OF DESIGN WHEN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT CONFLICT WITH THE INFORMATION SHOWN ON THE EXISTING CONDITIONS AND PROPOSED SITE PLANS. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND OWNER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION, 8, CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE SUBCONTRACTOR'S ACCOMPLISHMENT OF SCOPE OF WORK. CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH OTHER TRADES WORKING ON THE SITE SIMULTANEOUSLY. 9. CONTRACTOR SHALL NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE 72 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES, CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO PROVIDE ALL WORK. WORK TO BE COMPLETE IN PLACE AS SPECIFIED. 10. CONTRACTOR IS RESPONSIBLE FOR SETTING GRADES ON ALL HARD AND SOFT SURFACES. CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE. 11. ALL MATERIALS SHALL BE OF STANDARD, APPROVED AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ANY COMMERCIALLY PROCESSED OR PACKAGED MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED PACKAGING BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 12. THE CONTRACTOR AGREES TO HOLD THE OWNER AND THE A/E HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIALS SUPPLIERS, OR AGENTS. 13. THE CONTRACT DRAWINGS REPRESENT THE FINISHED CONSTRUCTION AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO MAINTAIN THE INTEGRITY OF STRUCTURES DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, CONSTRUCTION, AND MAINTENANCE OF ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING. 14. 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 THE PROJECT SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR THE ENFORCEMENT OF FEDERAL AND STATE OCCUPATIONAL SAFETY AND HEAL TH REGULATIONS AND REQUIREMENTS. 15. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND TRAFFIC PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 16. DO NOT SCALE ANY DRAWINGS IN THIS SET. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER THE SCALE SHOWN ON THE PLANS, SECTIONS, AND DETAILS. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL REQUEST CLARIFICATIONS FROM THE OWNER'S AUTHORIZED REPRESENTATIVE. 17. CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES OF ALL SPECIFIED PLANT MATERIAL AS OUTLINED IN SPECIFICATIONS 18. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL SIDEWALKS, RAMPS, STAIRS AND HANDRAILS COMPLY WITH FEDERAL ADA STANDARD REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN DESIGN INFORMATION AND THE REQUIREMENTS PRIOR TO CONSTRUCTION. ARCHITECTURE SCHEDULE KEY SYM AS AC DESCRIPTION SPEC SEE ARCHITECTURAL STORAGE CONTAINER/ SURF SHOP ARCHIECTURE ARCHITECTURAL CAFE SEE ARCHIECTURE LIGHTING/ ELECTRICAL SCHEDULE DETAIL SEE ARCHIECTURE SEE ARCHIECTURE MATERIAL SEE ARCHITECTURE SEE ARCHITECTURE FINISH SEE ARCHITECTURE SEE ARCHITECTURE COLOR SEE ARCHIECTURE SEE ARCHIECTURE COMMENTS --,---~------------~---~---~-------~--------------~--------- KEY SYM DESCRIPTION SL1 -VEHICULAR DOUBLE POLE TOP LUMINAIRE SL2 -0 VEHICULAR POLE TOP LUMINAIRE ---+ SL2-B n PEDESTRIAN POLE TOP LUMINAIRE TsL2-B SL3 ¢: PEDESTRIAN LIGHT STICK SPEC SEE LIGHTING DETAIL 10/L-411 MATERIAL FINISH STEEL POWDER COAT SEE -1------+-------+--- LIGHTING 07/L-411 STEEL POWDER COAT SEE LIGHTING SEE LIGHTING 04/L-411 01/L-411 STEEL POWDER COAT STEEL POWDER COAT COLOR COMMENTS SILVER SILVER SILVER SILVER --+-----+---------------+--------+--------+---------+-----+----------+ FK FM • FAJ LINEAR WALL WASH TREE UPLIGHT DOWN LIGHT SEE LIGHTING SEE LIGHTING 09/L-411 STAINLESS STEEL BRUSHED #4 NATURAL 12/L-411 STAINLESS STEEL BRUSHED #4 NATURAL 03/L-411 STEEL POWDER COAT SILVER SEE LIGHTING f---+----+-------------+==='-j-----+-------+---------+-----+--________ _, SEE LIGHTING FAL LINEAR IN-GRADE FLOODLIGHT 06/L-411 STAINLESS STEEL BRUSHED #4 NATURAL --~-------------~--~-___ , -----· ABBREVIATIONS BC BACK OF CURB (ELEVATION AT TOP OF CURB) BM BENCH MARK BC BOTTOM OF CURB BT BOTTOM BW BOTTOM OF WALL CB CATCH BASIN (ELEVATION AT TOP Of GRATE) CL CENTER LINE CLR CLEAR EL ELEVATION EX EXISTING FF FINISH FLOOR FG FINISH GRADE ELEVATION FL FLOW LINE ELEVATION FS FINISH SURFACE HP HIGH POINT INLET TOP OF INLET INV INVERT ELEVATION\ LF LINEAR FEET LP LOW POINT MAX MAXIMUM MH MAN HOLE MIN MINIMUM N NORTH NTS NOT TO SCALE NO NUMBER DC ON CENTER OD OUTSIDE DIAMETER STL STEEL TG TOP OF GRATE ELEVATION TC TOP OF CURB ELEVATION TW TOP OF WALL ELEVATION TYP TYPICAL WL WATER LEVEL APPROVED FOR !RR/GA T!ON ANO PLANTING ON/ Y, INC/_UO!NG PRfC/Sf LOCA T!ON OF PLANTING AREA. "AS BU IL T" RC[ __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 0 PLANNiNG DIVISION Sll[ETS 45 i--------t---(--------------+---+-----t---+----i I SH;ET I CITY OF CARLSBAD ~. -------~-------------~ ~--~ =1-A_N_D~S~C_A_P_E_IM_P_R_O_VE~M~E=N~T~P-L-A~N~S-F-O~R-,------~ FLORAL TRADE CENTER - COMMERCIAL 02 9 ,'C 015 • J',►,'-. -/,~'>c '1~ OF CA\.lfcl/S :========:============--.. ---. ·=========-=-=--+-_-_-_-_:-_--=-=--+----=-=-~-+---_-___ _, :=I p_AL=:-=:-:==lo_N=~-E=-D=:-=~/=-ti-=/'.~~::::;1~~r~-=<q-~-,;'=-=f::J\,-=-=-'.-Ar;;;;=-:::;-;=='""='l=· 1=;::;~I DWN BY: AM I PROJECT NO. I DRAWING NO. DATE INITIAL DESIGNER OF WORK Expiration Dote: 9/30/15 REVISION DESCRIPTION 1---DA_T_E ~I_NI_TIA_L-+-_DA_TE~~IN_IT_IA_L_, CHKD BY: Nf CD 13-18 480 9L OTHER APPROVAL CITY APPROVAL L'..Rc..cV'....'W:'.'cD'--=B'....'Y_:_: ===.J ~--------~ - t ' ' ' i \/ i ---- ' . _J (,J'. 0 ' \ \ C: DRAWING FILES TFLE SHEETS CLSB-IP.DWG REVISED: 5 15 2012 Expiration Oate:~QLl.1. QUICK REFERENCE LEGEND CONSTRUCTION SCHEDULE ~ ~ ~ IPC3I_, I 1vc1 I ~-1 ~ ~·····1 1111031.· .. · .. 1 IWD4I.· .. ·•··.··•1 1111051.· .. · .. · .. 1 1wos11 00 I BO I [Bfil rn;J ICC2I ITllJ [ill] CURB RAMP TYPE 1 CURB RAMP TYPE 2 DRIVABLE TURF MATRIX PEDESTRIAN CONCRETE TYPE 1 PEDESTRIAN CONCRETE TYPE 2 PEDESTRIAN CONCRETE TYPE 3 VEHICULAR CONCRETE WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 5 WOOD DECKING TYPE 5 BIORETENTION BRIDGE SECURITY BOLLARD BIKE RACK CONCRETE CURB -SEE CIVIL CONCRETE MOW CURB CONCRETE CHECK DAM FIXED BENCH TYPE 1 I FB2 I FIXED BENCH TYPE 2 I FB3 I FIXED BENCH TYPE 3 IIITJ PRIVACY SCREEN TYPE 1 I FE2 I PRIVACY SCREEN TYPE 2 IJIBJ HORSE SHOE PIT IHR1 I CUSTOM HANDRAIL TYPE 1 IHR2I CUSTOM HANDRAIL TYPE 2 IHR3I CUSTOM HANDRAIL TYPE 3 I RP1 I RAISED PLANTER TYPE 1 I RP2 I RAISED PLANTER TYPE 2 I RP3 I RAISED PLANTER TYPE 3 I RP4 I RAISED PLANTER TYPE 4 II SHEET NOTE: ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY ENHANCED PAVING LOCATED WITHIN A PUBLIC UTILITIES EASEMENT [fill] IN-PAVING ATRIUM DRAIN, SIZED PER CIVIL ' / .......... "'' , .. -· .. ·-.. . • % I ST1 I CONCRETE STAIR TYPE 1 I ST2 I CONCRETE STAIR TYPE 2 ISWli SEAT WALL TYPE 1 ISW2I SEAT WALL TYPE 2 ISW3I SEAT WALL TYPE 3 ISW4I SEAT WALL TYPE 4 ISW5I SEAT WALL TYPE 5 ITG1 I TREE GRATE LIGHT FIXTURE SCHEDULE "·' DOWN LIGHT IN-GRADE LINEAR WALL WASH LINEAR WALL WASH PEDESTRIAN POLE TOP LUMINAIRE PEDESTRIAN LIGHT STICK TREE UPLIGHT ,., . %- VEHICULAR DOUBLE POLE TOP LUMINAIRE VEHICULAR POLE TOP LUMINAIRE ARCHITECTURE SCHEDULE LE] ARCHITECTURAL CAFE [A:s::J STORAGE CONTAINER/ SURF SHOP ABBREVIATIONS & SYMBOLS CONTROL JOINT EXPANSION JOINT PA PLANTING AREA ,.._~-SECTION/ ELEVATION NUMBER _,,,~~----SHEET NUMBER • ROOTBALL LOCATION PER PLANTING -·--·--PROPERTY LINE '" APPROVED roR /RR/GA TION AND PLANTING ONLY, INCLUDING PR[C/S[ LOCATION or PLANTING AREA. "AS BUllT" RCE ___ _ EXP. ___ _ DATE R[VIEWED BY: INSPECTOR DATE 1----t------+------------+--+---+---+------11;;:: s==·H4:;;El:::=T '..;I ::;:::C~I~T~Y~O;;F;::::==.C==A;::::R=:L:::.:=:S~B=A=-D==='--'::::.:[ =5 _j PLANNING DIVISION _ t----t---1--------------------+---t----t-----.--· LANDSCAPE IMPROVEMENT PLANS FOR: l----t---+----------------t---1------ FLORAL TRADE CENTER COMMERCIAL APPROVED: PLANN!NG --·-f---+----------------------+---+----+----+-----1 L _____________________ _ DWN BY: AM PROJECT NO. 'D_R_A_W_I_N_G_N_Oc-. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: NF DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CD 13-18 480-9L ··t ·--··--+- r.· r)RAWINC FIi FS flTI F SHFFTS r.1 SR-IP nw~ RFVISFn· -7 1 "i ?01? .. -1 - j 05.12.15 DATE .... {------ ' I ·rs:-·· 1--····--·,-·---·· .c.,, -·+········--•.L. I I --··?::: ··-·1····- l @1 I CONST CHNG DIRECTIVE #1 INITIAL QUICK REFERENCE LEGEND CONSTRUCTION SCHEDULE ~ ~ ll'Qg] ,I ~ lv:c~r;,J ~11 I 1wD21 :J ~ 1wo1J· 1 IWD51 I IWD51 I 00 Dill] []]] Cffi:l ICC21 IT][] [E[!J I FB2 I I FB3 I [ill] I FE2 I [B[] IHR1 I IHR21 IHR31 CURB RAMP TYPE 1 CURB RAMP TYPE 2 DRIVABLE TURF MATRIX PEDESTRIAN CONCRETE TYPE 1 PEDESTRIAN CONCRETE TYPE 2 PEDESTRIAN CONCRETE TYPE 3 VEHICULAR CONCRETE WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 5 WOOD DECKING TYPE 5 BIORETENTION BRIDGE SECURITY BOLLARD BIKE RACK CONCRETE CURB· SEE CIVIL CONCRETE MOW CURB CONCRETE CHECK DAM FIXED BENCH TYPE 1 FIXED BENCH TYPE 2 FIXED BENCH TYPE 3 PRIVACY SCREEN TYPE 1 PRIVACY SCREEN TYPE 2 HORSE SHOE PIT CUSTOM HANDRAIL TYPE 1 CUSTOM HANDRAIL TYPE 2 CUSTOM HANDRAIL TYPE 3 RAISED PLANTER TYPE 1 RAISED PLANTER TYPE 2 RAISED PLANTER TYPE 3 RAISED PLANTER TYPE 4 SHEET NOTE: ENCROACHMENT PERMIT WILL BE.REQUIRED FOR ANY ENHANCED PAVING LOCATED WITHIN A PUBLIC UTILITIES EASEMENT I RP1 I IRP21 IRP31 IRP41 [fill] IN·PAVING ATRIUM DRAIN, SIZED PER CIVIL I ST1 I IST21 ISWJJ ISW21 ISW31 ISW41 ISW51 ITG1 I CONCRETE STAIR TYPE 1 CONCRETE STAIR TYPE 2 SEAT WALL TYPE 1 SEAT WALL TYPE 2 SEAT WALL TYPE 3 SEAT WALL TYPE 4 SEAT WALL TYPE 5 TREE GRATE LIGHT FIXTURE SCHEDULE ~ ?ca DOWN LIGHT IN·GRADE LINEAR WALL WASH LINEAR WALL WASH PEDESTRIAN POLE TOP LUMINAIRE PEDESTRIAN LIGHT STICK TREE UPLIGHT VEHICULAR DOUBLE POLE TOP LUMINAIRE VEHICULAR POLE TOP LUMINAIRE ARCHITECTURE SCHEDULE [EJ ARCHITECTURAL CAFE Olli] STORAGE CONTAINER/ SURF SHOP ABBREVIATIONS & SYMBOLS CONTROL JOINT EXPANSION JOINT PA PLANTING AREA 4---SECTION / ELEVATION NUMBER lw~~-SHEET NUMBER • ROOTBALL LOCATION PER PLANTING PROPERTY LINE '" DATE INITIAL DATE INITIAL I SH~ET I APPROVED FOR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" 'i-2-7.;7 9/30/2017 , DATE REVIEWED BY: ~--k \ Cf? lS\\A INSPECTOR DATE CITY OF CARLSBAD SHEETS 45 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL APPROVED: PLANNING DWN BY: AM PROJECT NO. DRAWING NO. DESIGNER OF WORK REVISION DESCRIPTION 0 IHrn APPROVAL CITY APPROVAL CHKD BY: RVWD BY: NE CD 13-18 480-9L O; .. ,::_ -0 •. U .·C /; O; /{' c-, (', r'!OhU.lkl{' !:II hC TITI L C'ULCTC' /"'IC'□ ID r'IIU0 DL\IIC'Lr\. ,:: 1<: 'lr.1"l d "- w i'.: -v If----- /'CL------1 2'-6" TYP G::, PA u / ', / _____ _ , -._,., ,,., (._; ICAP SIGNAGE, TYP ,,, lt2i -----Eill ' ,-- L ~,c---ELECTRICAL TRAN FORMER RE: ELECTRICAL THl'3 BLJ-:;_ ~)Ti)l~i'-A DFJ:h SY~)TfJ,i ··•,··11·•1,· ·>:-r1,,·,-,-i{ ,, ,·,r,r,;·· 1•>•r·c-,-K,_.·-,1:-.1-\1,~ :-~.'. .. ,.''.·: I ;:..Ji-, '~'J.);, -.J!'ILJu·< /,:\:) UNf}--y ~)U\d. : ~ ;.._,,~~~--~--~·-·-·-'="· Ci ---·--------------------------- i-~ f TERRACE PATIO BY TENANT -- SH1\: . .I.. o::c1, ------------------;--+~ ~:, ;~, rJ_j ~, ?i• . " . ' -~-----~-~-- _,, ___ _ ''JillF'.iili I I - -- SU i,..J :\1 !) !:.}\ {_TD l<F.MAN) - SL/'-B I I ---------------- QUICK REFERENCE LEGEND CONSTRUCTION SCHEDULE CURB RAMP TYPE 1 CURB RAMP TYPE 2 DRIVABLE TURF MATRIX SHEET NOTE: ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY ENHANCED PAVING LOCATED WITHIN A PUBLIC UTILITIES EASEMENT --~, PEDESTRIAN CONCRETE TYPE 1 I I I ~ ~ ~ PEDESTRIAN CONCRETE TYPE 2 PEDESTRIAN CONCRETE TYPE 3 VEHICULAR CONCRETE __ ,_ __ , ____ , ________ ,_ _____ --1 --,,,~--c.-1wo111 WOOD DECKING TYPE 1 05,12.15 ~ ~--•-••I IWD41 j IWD51 I fWD51 I 00 [fill:] [filU rn:J rcc21 IT[] [llijJ IFB21 IFB31 [ill] [1121 [B_[] IHR1 I IHR21 IHR31 I RP1 I IRP21 IRP31 IRP41 l3![I IST1 I IST2 I ISW11 ISW21 ISW31 ISW41 ISW51 ITG1 I WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 5 WOOD DECKING TYPE 5 BIDRETENTION BRIDGE SECURITY BOLLARD BIKE RACK CONCRETE CURB -SEE CIVIL CONCRETE MOW CURB CONCRETE CHECK DAM FIXED BENCH TYPE 1 FIXED BENCH TYPE 2 FIXED BENCH TYPE 3 PRIVACY SCREEN TYPE 1 PRIVACY SCREEN TYPE 2 HORSE SHOE PIT CUSTOM HANDRAIL TYPE 1 CUSTOM HANDRAIL TYPE 2 CUSTOM HANDRAIL TYPE 3 RAISED PLANTER TYPE 1 RAISED PLANTER TYPE 2 RAISED PLANTER TYPE 3 RAISED PLANTER TYPE 4 IN-PAVING ATRIUM DRAIN, SIZED PER CIVIL CONCRETE STAIR TYPE 1 CONCRETE STAIR TYPE 2 SEAT WALL TYPE 1 SEAT WALL TYPE 2 SEAT WALL TYPE 3 SEAT WALL TYPE 4 SEAT WALL TYPE 5 TREE GRATE LIGHT FIXTURE SCHEDULE DOWN LIGHT IN-GRADE LINEAR WALL WASH LINEAR WALL WASH PEDESTRIAN POLE TOP LUMINAIRE PEDESTRIAN LIGHT STICK TREE UPLIGHT VEHICULAR DOUBLE POLE TOP LUMINAIRE VEHICULAR POLE TOP LUMINAIRE ARCHITECTURE SCHEDULE []KJ ARCHITECTURAL CAFE [&] STORAGE CONTAINER/ SURF SHOP ABBREVIATIONS & SYMBOLS PA • CONTROL JOINT EXPANSION JOINT PLANTING AREA ROOTBALL LOCATION PER PLANTING PROPERTY LINE APPRO VEO roR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA . DATE REVl:W;D (~y /~ (;yf::ll, 4\: INSPECTOR DATE SHEETS CONSTCHNG DIRECTIVE#1 rn ------+----+---~-~ ~----------+----+----+------+----I 0 PLANNING DIVISION CITY OF CARLSBAD 45 ------~------+----+---+-------,-------1 ~~=='-'c:=:c=:::=.==~~~=;=~=.:;=;====="=== LANDSCAPE IMPROVEMENT PLANS FOR: 1------j---+-----------· --~-----~-~ ------+-----+---t------t---, 1-----+----+-----------··------------------f----f-----t-----t----1 1-----+----+--------------------------+-----t---+---+----------1 DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL FLORAL TRADE CENTER COMMERCIAL I APPROVED: PLANNING OWN BY: AM CHKD BY: ~N=E~- RVWD BY: PROJECT NO. DRAWING NO, CD 13-18 480-9L -- -- re LE REHO'-iE) H Ul.7[{\G PU\(~ - z d 2 LJ.J :::l Ci)J---"k--t+- ::, ;s:;; ----------c:n ··••"--~i-:,i-:t·· ' ,,~~--..-•·'-~ i PA ·-..... v-1-lDSCl\pE' " -'1-IJ ~ ~'Lis.""· 0,s.. - I / i I 05.12.15 1 CONST CHNG DIRECTIVE #1 QUICK REFERENCE LEGEND CONSTRUCTION SCHEDULE ~ 1~c1x:·· I 1Pc21 · ,I [;C31:/.I ~ /WD11 I 1wD211 IVVD31····•·1 ~D1L·I IWD~L~ IWD51 I []ill [Jill] [JIB] [Q;J ICC21 [G]IJ [Bill I FB2 I IFB31 [FEfl CURB RAMP TYPE 1 CURB RAMP TYPE 2 DRIVABLE TURF MATRIX PEDESTRIAN CONCRETE TYPE 1 PEDESTRIAN CONCRETE TYPE 2 PEDESTRIAN CONCRETE TYPE 3 VEHICULAR CONCRETE WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 5 WOOD DECKING TYPE 5 BIORETENTION BRIDGE SECURITY BOLLARD BIKE RACK CONCRETE CURB -SEE CIVIL CONCRETE MOW CURB CONCRETE CHECK DAM FIXED BENCH TYPE 1 FIXED BENCH TYPE 2 FIXED BENCH TYPE 3 PRIVACY SCREEN TYPE 1 PRIVACY SCREEN TYPE 2 HORSE SHOE PIT CUSTOM HANDRAIL TYPE 1 CUSTOM HANDRAIL TYPE 2 CUSTOM HANDRAIL TYPE 3 RAISED PLANTER TYPE 1 RAISED PLANTER TYPE 2 RAISED PLANTER TYPE 3 RAISED PLANTER TYPE 4 SHEET NOTE: ENCROACHMENT PERMIT WILL BE REQUIRED FOR ANY ENHANCED PAVING LOCATED WITHIN A PUBLIC UTILITIES EASEMENT I FE2 I IJ3BJ IHR1 I IHR21 IHR31 IRP1 I IRP21 IRP31 IRP41 []ill [$Ti] IST21 [SW11 ISW21 ISW31 ISW41 ISW51 ITG1 I IN-PAVING ATRIUM DRAIN, SIZED PER CIVIL CONCRETE STAIR TYPE 1 CONCRETE STAIR TYPE 2 SEAT WALL TYPE 1 SEAT WALL TYPE 2 SEAT WALL TYPE 3 SEAT WALL TYPE 4 SEAT WALL TYPE 5 TREE GRATE LIGHT FIXTURE SCHEDULE '"-' DOWN LIGHT IN-GRADE LINEAR WALL WASH LINEAR WALL WASH PEDESTRIAN POLE TOP LUMINAIRE PEDESTRIAN LIGHT STICK TREE UPLIGHT VEHICULAR DOUBLE POLE TOP LUMINAIRE VEHICULAR POLE TOP LUMINAIRE ARCHITECTURE SCHEDULE [lJ;:J ARCHITECTURAL CAFE [Ks] STORAGE CONTAINER/ SURF SHOP ABBREVIATIONS & SYMBOLS PA • I J CONTROL JOINT EXPANSION JOINT PLANTING AREA ROOTBALL LOCATION PER PLANTING PROPERTY LINE rn APPROVED FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING AREA. "AS BUILT" /. l(i7.;7 --,;,:;E,-~.-6-6-4 __ _..E_X_P __ -9 .-, -,-0-1-, o 1, DA TE INSPECTOR I sH7EET I, _c_1T_Y_o_F_c_A_R_1_s_B_A_D_ _ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL DATE ~ ~~_J I APPROVED: 1----+----11---~---------------+---+---1-----11-----1 ~P~L~AN:::N:::;IN~G==;:;:;:=;-,=-=-=-=-=-==-=-=-~==~=-=-=-=-=-=-,:::;;::===== OWN BY: AM PROJECT NO, DRAWING NO. DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPl1OVAL CITY APPROVAL ~~~g ~~~ ~NE~ CD 13-18 480-9L '' I <""'-\ t· __ l ' ,, ____ ./ ' I RP2 '.jj r··-r7 ~Z":. , r··-- 2-~ MOVABLE TABLES ~ AND CHAIRS, TYP co ' l;-m+--·t-~ -~~ •--• H-+-t---t ii'+-+--~,-, .-GJ b ' "' I r---1 ENLARGEMENT PLAN -INTERIOR COURTYARD 0 ~~-~~--~-~-~~~ 3 SCALE: 1/8" = 1 '-0" C: DRAWING FILES TITLE SHEETS CI_SB-IP.OWG REVISF.D: 5 15 2012 J i / i PC2 ,_ iii I ,I "' i ::: i F ----- 1 I ' ' ; I MULLION - ALIGN I=rr==~"==! __ , -~r·\-- ----------------~ ! , PA r I _, ~--,.-MOVABLE TABLES AND CHAIRS, TYP ~ _-+---i+i ~~ f'A i i i ~ ~ ~-,1 l~C3!) -1 ~ 1wD1f I 1wD2f I 1\JVD31 1 I\JVP41 j ~D3l j 1wDsl I []ffiJ []ID []]] []&] ICC21 [J]IJ [E[[] IFB21 I FB3 I [ill] I FE2 I [BB] IHR1 I IHR21 IHR31 CURB RAMP TYPE 2 DRIVABLE TURF MATRIX PEDESTRIAN CONCRETE TYPE 1 PEDESTRIAN CONCRETE TYPE 2 PEDESTRIAN CONCRETE TYPE 3 VEHICULAR CONCRETE WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 1 WOOD DECKING TYPE 5 WOOD DECKING TYPE 5 BIDRETENTIDN BRIDGE SECURITY BOLLARD BIKE RACK CONCRETE CURB -SEE CIVIL CONCRETE MOW CURB CONCRETE CHECK DAM FIXED BENCH TYPE 1 FIXED BENCH TYPE 2 FIXED BENCH TYPE 3 PRIVACY SCREEN TYPE 1 PRIVACY SCREEN TYPE 2 HORSE SHOE PIT ________________ E_N_LA_R_G_E_M_E_N_T_P_LA_N_-W_ES_T_E_N_T_R __ Y_IN_T_E_R_IO_R_C_O--:~::::-c~~L;--:-:~:=--=R~ 1 ~=--o 0 I RP1 I IRP21 IRP31 IRP41 []ID IST11 r:sr2·1 ISW11 rsw21 CUSTOM HANDRAIL TYPE 1 CUSTOM HANDRAIL TYPE 2 CUSTOM HANDRAIL TYPE 3 RAISED PLANTER TYPE 1 RAISED PLANTER TYPE 2 RAISED PLANTER TYPE 3 RAISED PLANTER TYPE 4 IN-PAVING ATRIUM DRAIN, SIZED PER CIVIL CONCRETE STAIR TYPE 1 ~ MOVABLE TABLES AND CHAIRS, TYP 3'-0" i; I, I It I t 6'-0" ··········---i-------- I, 3'-2" --20'-0" VERIFY I t CONCRETE STAIR TYPE 2 SEAT WALL TYPE 1 SEAT WALL TYPE 2 ISW31 SEAT WALL TYPE 3 ISW41 SEAT WALL TYPE 4 ISW51 SEAT WALL TYPE 5 ITGtl TREE GRATE LIGHT FIXTURE SCHEDULE ~ DOWN LIGHT IN-GRADE LINEAR WALL WASH LINEAR WALL WASH PEDESTRIAN POLE TOP LUMINAIRE PEDESTRIAN LIGHT STICK TREE UPLIGHT VEHICULAR DOUBLE POLE TOP LUMINAIRE VEHICULAR POLE TOP LUMINAIRE ARCHITECTURE SCHEDULE [fil;J ARCHITECTURAL CAFE []ill] STORAGE CONTAINER/ SURF SHOP ABBREVIATIONS & SYMBOLS PA i • CONTROL JOINT EXPANSION JOINT PLANTING AREA APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" ~,,~....... ;,,,.,,~--'t·Z-}J] RCE 4664 EXP. 9; so 1 20 1, DATE --______________ E_N_LA_RGEMENT PLAN -NORTH ENTRY INTERIOR co~c~;~~=~-~ CD ROOTBALL LOCATION PER PLANTING PROPERTY LINE REVIEWED_ ~Y: ~..&l_\ 4 st Lfil INSPECTOR DATE l--os __ 1_2_~1 s~~='==~.,_co~N'."sT~c""HN~G"'□1~RE~cT~1v~E _#'=--'-1=============~===~====~===~===: 1 sH8EET I CI TY OF CAR LS BAD PLANNING DIVISION ~=='----==============;:=::=::= LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL I APPROVED I~( lr--8\-.;;,ft ,;. Z-17 t=====t===j===============================t====~====~====~~===~ ~P::::LA::::N:::::N:::::IN:::G ===::;-;::=======~====~=~ OWN BY: _.1=AuicML,-_ _ PROJECT NO_ DRAWING NO, ~~~g ~~;~N[_--CD 13-18 480-9L DATE INITIAi_ DESIGNER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l ., H" i RP3 RAISED PLANTER TYPE 3--------------- PC2 PEDESTRIAN CONCRETE TYPE 2 PLANTING PER PLANS------------~ FE2 PRIVACY SCREEN TYPE2---------~ FB3 FIXED BENCH TYPE 3 FE1 FENCE BEYOND--------- TREE IN TREE WELL-----~ WOOD DECKING PER PLAN, TYP. 6" WIDE DECORATIVE AGGREGATE BAND ----------~ RP2 RAISED PLANTER---------------- PC2 PEDESTRIAN CONCRETE PAVING @ADA RAMP----- RP2 RAISED PLANTER ----- ST2 STAIRS BEYOND --------~ SW4 SEAT WALL BEYOND-----~ PC2 PEDESTRIAN CONCRETE PAVING ST5 SEAT WALL -----~ PLANTING PER PLAN ------------------------------ DECOMPOSED GRANITE --------------------~ PLANTING PER PLAN -------------·· - GRASSCRETE VEHICULAR PAVING----~ PER PLAN FB1 FIXED BENCH TYPE 1 -------------------~ PLANTING PER PLAN ----~ PEDESTRIAN ·1 CONCRETE VEHICULAR ---- CONCRETE n, c· 30" BOLLARD PER PLAN ------~ TREE PLANTING IN BIORETENTION PER PLAN--------------------------- PC 1 PEDESTRIAN CONCRETE TYPE 1 ---------------- PLANTING PER PLAN CANOPY STRUCTURE BY ARCHITECTURE--~ SW3 SEAT WALL TYPE 3 ---~ PC1 PEDESTRIAN CONCRETE TYPE 1 WOOD DECKING ON SLAB---~ PER PLAN C: DR/\WiNC l,LES JI IU srEETS CLSB-IP.DWG HEV1SED: 5 15 2012 WEST SECTION -AMPHITH;A~~:0~ 04 STORAGE CONTAINER BEYOND---PC1 PEDESTRIAN-----~ SW1 SEAT WALL TYPE 1 CONCRETE TYPE 1 PC3 PEDESTRIAN ---~ CONCRETE TYPE 3 PLANTING PER PLAN --- FB1 FIXED--~ BENCH TYPE 1 PLANTING PER PLAN BIKE RACKS BEYOND-~ -. -·-u:l·, ~-·t:fr ' '· ! ' 1"<-/ 0 ,,;/A~ l' • ~, -;, PC1 PEDESTRAIN CONCRETE TYPE 1 - VEHICULAR LAYBY ---- BIORETENTION PLANTING PER PLAN---------- VEHICULAR-~ CONCRETE WEST SECTION -NORTH PEDESTRIAN PAT~!~~~-0 3 VEHICULAR DRIVE ----------------- PLANTING PER PLAN---------- SW1 SEAT WALL TYPE 1---~ FB1 FIXED BENCH TYPE 1--~ PEDESTRIAN CONCRETE -~ PC2 PEDESTRIAN CONCRETE TYPE 2 ----~ SW1 SEAT WALL TYPE 1 PER PLAN ------ PC2 PEDESTRIAN CONCRETE TYPE 2 ----~ PLANTING PER PLAN ------- PC PEDESTRIAN CONCRETE TYPE 1---------~-------------~ PLANTING PER PLAN --- TREE PLANTING IN GRATE PER PLAN- SW1 SEAT WALL TYPE 1 ----~ FIXED BENCH ----~ DECOMPOSED--~ GRANITE PATH --rTI i~-,. . •C, -••-••--•-• ••• ~,,,---•-----•--•• NORTH ELEVATION -EAST SIDE OF BUl:~i~'~"-01 I SH~ET I APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" RCE __ _ EXP. ___ _ DATE RFVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SH!~IS I PLANNING DIVISION LANDSCAPE JMJJROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL 1--------+-----+--------------l--+----+-----+-----1 1-AP-PR_ov_E_D, _JU_·~l _Uf~-_f:-1~\.;;lt~· ~- . PLANNING DATE INITIAL IJWN BY: PROJECT NO. DATE INITIA_L-+-_DA_T_E ~I_NI_TIA_L---t CHKD B'(: . ~=-DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Expiration Date:_JlDOfl2_ AM NE CD 13-18 I DRAWING NO. . 480-9L ,i" ADJACENT PLANTING -------------- PER PLANS 6" x 6" CAST IN PLACE CONCRETE MOW CURB-------~ SECTION -CONCRETE MOW CURB SCALE: 1' ~ 1 '-0' REINFORCED GRASS CONCRETE PAVING------------~ -REINFORCE PER GEO-TECH & MANUFACTURER RECOMMENDATIONS VOIDS TO BE PLUG FILLED------~ 1-1/2" MIN, 2" MAX PLANTING----+-~ SOIL BACKFILL, -RE:SPECS 8" SECTION -GRASS CONCRETE PAVING SYSTEM SCALE: 1 1/2" ~ 1 '·0" C: DRAWING Fil.ES fffl[ SHfTfS CLSB-IP_DWG REVISED: 5 15 2012 11 <O 10 REINFORCED PEDESTRIAN CONCRETE PAVING------------~ -RE: SPECS FOR COLOR AND FINISH 1/4" ELASTOMERIC SEALANT, TYP--------~ 12" X 12" TRUNCATED DOME PAVER-----~ SEE SPECS MORTAR SETTING BED-------~ #4 X 3' DOWEL--------~ 3'-0" COMPACTED SUBGRADE----+-1; ,,._,, ------;--'·,-,-.;·-, ____ ,, "-'-',--,-,, -SEE GEOTECH REPORT DECORATIVE REINFORCED VEHICULAR CONCRETE PAVING--- -SEE PLANS FOR LOCATION AND JOINTING -SEE CIVIL FOR DETAIL 3/8" ELASTOMERIC SEALANT JOINT----------~ DOWEL #4@ 18" O.C. ------------~ PEDESTRIAN CONCRETE PAVING----~ -#3 REBAR@ 18" O.C.E.W. co <! -en SECTION -CURB RAMP TYPEsc~: ,~.r, o 6 SECTION -VEHICULAR TO PEDESTRIAN CONCRETE :0,~~,i-~,~ 03 1/8" WIDE SAW CUT MIN. 1/3 DEPTH OF-----~ REINFORCED PEDESTRIAN CONCRETE PAVING -- -RE: HARDSCA PE SCHEDULE CURB BEYOND 1/4" ELASTOME 12" X 12" TRUN -RE: HARDSCA VEHICULAR PAVING---------------------~ -RE: CIVIL I ADJACENT PLANTING PER PLANS 7 -RIC SEALANT, TYP GATED DOME PAVER PE SCHEDULE MORTAR SETTI NG BED SPECIAL PEDESTRIAN CONCRETE PAVING -RE: HARDSCAPE SCHE - v• , tt-6" DULE ., ' ' 'i -, -, ' , " -" -, ' -, '7 . -, V -V , c06/L401 . , ·=6'. ' --, . , I , X• . , ., ex;. V , V . . :a; -V v #4 X 3' DOWEL COMPACTED S -RE: GEOTECH UBGRADE-- REPORT ... ' 3'-0'' I ~ -' , "< 'E{ 8." , 7o IVlt'V' .. y • ,< ~ ,., .-'_-,. ·-·.-.:-:-.~· --:.-, -··:,;:-.•-._.,. <'.___ • , , . • .> .-_ _.,,_ -.... -: ••' -·•·· ~ '.:.----! ----··· ••••••• ·--·-· . ,; , " •• " , , • : ------: : .... : ------; : 1-.-.-:.-:. [~;T\ :-:·-: :-:_:-· \ 1:·-----: ...... : ....... 1•: ...... •·----1: ·,-...... : ...... , ........ ::::~jl_-_-_-_-_:f; --,·-..... 1------UJ(-/~:;1 -----:: 1------,: 1-.... -----• -----.. -., .... -.. ..... ----: ' .;-----;~ -::-:--1: I:::: __ :· ',______ 1-----' -i ;",' i I, L.':-'"l',,liC Ii ,~ ;. , ...... _ i...... , , 1,'.:: ___ ' 1------···-·-_____ ., -----: : ------- ·::: -,-,: -----,-,-, · .... i; :·:--: '-·::--: .. _ .. I; . .. -- ------...... SECTION -CURB RAMP TYPEsc~:-,~~ o 8 CURB TO SLOPE W/ RA MP -RE: CIVIL "X TACTILE WARNING/ 12 TRUNCATED DOME PA -RE: HARDSCAPE SCHE 12" VER, TYP DULE ADJACENT PAVING --------------------------~ " 08/L401 SPECIAL PEDESTRIAN CONCRETE PAVING-----------------t~----~-v--~v~"~F=-~--~ V V \ ,_ ,, . , -. . , --, . o• ' ' c,:, ' ' C V , V c,:, v., . ., o:;;-. --, . . " ,, ---. --' 000000 000000 ~~~~g~ 000000 000000 0.00000 000.000 oooOpd oo._oo o-o 000000 !}00000 000000 000000 000000 000000 000000 0_00000 000000 000000 000000 00000 000000 ~~~-i~~ 000000 000000 000000 oqoooo 00000·0 " onoooo """ 0 0 <>.0Q000 oOnooo 000000 000000 000000 """ <> 0 0 0 00000,0000 0 0 000000 <>()0000 b 000000 000000 ~~gggg:g~g~~~ 000000 000000 000 000000 oooooc 000000 q 000000 000000 0000001000000 000000 000000 ' 000000 000000 ~~gggg1g~~~~~ 000000 000000 c,:, 000000 000000 000000 000000 000000 000000 000000 000000 00000<> 0()0000· 0000<10 000000 00000<1 000000 00000<> 000000 V OOQ000 000000 000000 000000 oooooc opoooo 000000 000000 000000 000000 00000<) 000000 ooocooooooooooocoooooooooooooooooooo oooOOOOOOOOOQOOCOOOOOOOQOOOOOCOOOOOO~ . " -, --, I/ ~ +O' -;,:O", TYP V '+O" 4 ' VARI FY W/ PLANS 1 L V V Y;. ,,, V , " -RE: HARDSCAPE SCHEDULE V V , V '/ I V ,;.7 V v V vv b +6" ;·, 6' '+ V V '."> V c; \;. q V '-/ TACTILE WARNING/ 12" x 12" TRUNCATED DOME ---------------+--"-------/-c+--, " V V \,xv ' <( PAVER, TYP V V -RE: HARDSCAPE SCHEDULE CURB, RE: CIVIL 7 V +6" 6' :a; , V ;,/2, V 0 V "" "" y co 0000000 00000000000000000000000000 9 000000000000000000000000000000000000 o•o o o o o o o o o o o o o o o o o o d-·o o o o o o o oo o o o o o o o 000000000000000000000000000000000000 000000000000000000000000000000000000 '-' '-' 0 0 0 0 0 0 0 O'O O O <> <>O o O Cl<> u u <> o o oi oo o o o o o o o 000000000000000000000000000000000000 gggggg:::::::::~~:~:::::::::~::::::: OOOOOOOOOOOOOOOOOOfOOooooooooooooooo gggggg~:::::::::::~::::::::::::~:::: ooo<><>o~oooooooooo<>pooooooooooooooooo oooooooooooooooooooooooopooooooooooo OOOOOOOOOO<>OOOOOOOOOOOOCpooooooooooo 7 oooooooooooooooooooooooopooouuuoooo~ 'ggg g g g g~~~~ggggg o ~~ googg1ggg~g gg gggg~ LEXISTING ROADWAY VARIES V V ' -4 C ,;, b ' c,:, , j' V < , V ,, r_;. V '-'l ~· V " V ,, V -, y ,, ., y y \',- ,, V q (> ,, , V ,, C w 7r:, , , 6' ''l ' ,, ~ '7 ,_ ,I (0 ~ ---- "' -----'j--- PAVEMENT WEAKENED PLANE JOINT #3 REBAR@ 18' O.C. E~CH WAY, TYPl ,, " [ _ LI " -c,:,--'l=f- L.l L.l <1 d ;:fu <] L.l ~ 0 6 -~""--------+-~ _..-:::.~·--------------------------------------6 _____ :::..JI --LI o 4 LI SAWCUT JOINT 9" SPEED DOWEL W/ #3 REBAR @ 36" O.C. ----~ JOINT SEALANT PER SPECIFICATIONS-~ FIBER EXPANSION JOINT, USE 'SNAP CAP' FOR INSTALLATION LI LI 4 tj tj " LI -~--J-Ll-~"--_,--6--+-o-3'-' ---v ,--3-" ~---~-,,--t-~----·-·-----. -LI ~,i<v_.:____so,l<"'~'---~&-----,.,il 4 L.l f---+---~~-3/8" 11-6'' -~---------EX_P_A_N-SI_O_N-JO_I_N_T ____ ,r- 0 w SECTION -CONCRETE PAVING SAWCU~c~,?i~-~ 0 2 REINFORCED PEDESTRIAN CONCRETE PAVING-----------~ -#3 REBAR@ 18" O.C. EACH WAY -RE: HARDSCAPE SCHEDULE FOR COLOR & FINISH EXPANSION JOINT -LOCATIONS PER PLAN -SEE 02/L401 FOR DETAIL SAW CUT JOINT -LOCATIONS PER PLAN -SEE 02/L401 FOR DETAIL SAND LEVELING BE- PER GEO-TECH REPORT PREPARED SUBGRADE SEE GEOTECH REPORT SECTION -PEDESTRIAN CONCRETE ,;,!~,i-~,~ 01 APPRO VEO roR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOC;A 1/CJN Of-PLAN i/NG AREA. "AS BU IL T" RCE __ _ FXP ___ _ DATE REVIEWED BY: INSPECTOR DAIE ~ CITY OF CARLSBAD ~ r-----t---+----------------t-----+--+-----1----, l_1_CJ_j PLANNING DIVISION l___'1-_.:5____ ::::==::::'...:::==========='-'====='. 1-----t---+----------------f---+--+-----+----l LANDSCAPE IMPROVEMENT PLANS FOR: F'LORAL TRADE CENTER - COMMERCIAL ---+----t-----------------+---t-----+----+---i :===========-====---===~=: I APPROVED: iii( - ----+--f----------------+---+-----+---+---l DATE INITIAL DESIGNER OF WORK Expiration Date: 9/30/15 REVISION DESCRIPTION DATE INITIAL DATE INI IIAL OTHER APPROVAL CITY APPROVAL q· ~IL.~~ --I -I , I.;' PLANNING DWN BY:, tiM I PROJECT NO. I 480N-9L0 CHKD BY; UE CD 13-18 RVWD BY: I :, ' I ,, , r," , , NOTE: 1. SEE PLANS FOR SEAT WALL DIMENSIONS, CONFIGURATIONS, AND LIGHT LOCATIONS. 2. PROVIDE SHOP DRAWINGS OF BENCH CONFIGURATIONS AND JOINTING PRIOR TO FABRICATION. 3. PROVIDE FORM TIE W/ BOARD FORM FINISH ON ALL EXPOSED CONCRETE FACES BELOW WOOD-TOPPED FINISH, TYP NOTE: 1. PROVIDE SHOP DRAWINGS OF BENCH CONFIGURATIONS AND JOINTING PRIOR TO FABRICATION. 2. PROVIDE FORM TIE W/ BOARD FORM FINISH ON ALL EXPOSED VERTICAL FACES OF CONCRETE BENCH BELOW WOOD FINISH. RP3 RAISED STEEL EDGE PER PLANS, RE: XX/LX.XX -----------, r l;,.o,'\-,r"------;-1 t-il-----+-t-i-+--f!ls'-' I I I I I I ~ -0 -, --r;,'.'i' /--,-,-----~-h-------,+-;-'- CAST IN PLACE CONCRETE BENCH ---------')-'<';c,~~=:':~=~~=1~~~=~~=~~=»~=-~";;%=:~t=~~i,~~~4:14~-t-' ----;--t-,--4' BELOW W/ FORM TIE & BOARD ,,___~.~:1-'-+'-+1 ___ --+n--+-+.¼H-.._---~-+-- I I FORM FINISH c,'<-'?- -RE: HARD SCAPE SCHEDULE FOR COLOR ,N<l;.:r------+--+-------,1-+1 ..p-,--;---;------;--;-- -RE: SPECS re; 1" X 6" WOOD SLATS TO EXTEND TO ____ __;c::::::==+t====t+~::J=i=====i:=t:;;:-- ADJACENT PAVING AT TDP DF SEAT WALLS, TYP 1"X6"WOODBOARD,TYP----~~ 1 1 -PROVIDE 1/8" JOINT BETWEEN r-'-----+--+--P-r+--+-----+-+---f;'+-i--i-----;-.;-i.- BOARDS, TYP . ·:<,\""' {S,,%,~~X;:•':0-~':b n ., ").'-, -I I ~'1 I -I I '-'1 I I I "' I I ~ -I I 0 --, - I ' T I 1:,. -0 --, --RE: ARCH FOR FINISH AND COLOR·,"-"'""' ..=,:.;,;,1+-+-----~---,-----,-,..+;.+-,-+----+-+-'------>i.c I I -I ' >,, I ' ' ~' -, • I I -~', I I -1" X 6" WOOD BOARD BELOW --1'++--'-----+-H+f-+----+I -41-++++---++-l----, I I ~'1 I 1"X6"SLATTO CREATE THICKENED I I I I '::0 I 00 EDGE AT WALL FACE, TYP I I -RE: ARCH FOR FINISH AND COLOR ' I I -, ~I , I -I I "' I I -,,, I -I ~' 1" X 4" PRESSURE TREATED PINE--\-t 1 1 SLEEPER TO TIE INTO CONCRETE r'~•,;--;-1 -1-----+-+-;,-',r--+------+--+-r"+-;--c----,---,---P-----, FOUNDATION BELOW, TYP r'· +,--,-----1-'---P---f;'-+----+-+-r"+-,-,------,,-,--+-----, I I I I I I I I \~ I ' ' -~'1 I -"' I I I , ' I -....;:,. PLAN -SW4 SEAT WALL, TYP. SCALE: 1/2'~ 1'·11 10 C· DRAWING FILES TITLE SHEETS CLSB-IP.DWG REVISED: 5 15 2012 PLAN -SW5 SEAT WALL, TYP. SCALE: 112· ~ 1 '-11 09 NOTE: 1. SEE PLANS FOR SEAT WALL DIMENSIONS, CONFIGURATIONS, AND LIGHT LOCATIONS. 2. PROVIDE SHOP DRAWINGS OF BENCH CONFIGURATIONS AND ,--c-7,-,r=::---i ----'\.---~{- JOINTING PRIOR TO FABRICATION. ',, : • ~ = ~: ' . _j I I --Lj I ~-.....,_"""--... _ -.... ...,"-.-. I ----I '"- I INTERIOR EDGE BELOW OF MILLED WOOD BOARD------lf- 7 '-II-+--II'--.,,, --->;.--1" X 4" PRESSURE TREATED PINE SLEEPER---------+-____ _j ,., TO TIE INTO CONCRETE FOUNDATION '-, BELOW, TYP 1" X 6" WOOD BOARD~ TO MATCH ARCHITECTURE 2" X 6" MILLED WOOD BOARD -------------11-~ -RE: ARCH FOR FINISH AND COLOR 2" X 6" MILLED WOOD BOARD TO------------+f-'--,f-----lf-- MATCH ARCHITECTURE 1---7 l ____ _i CAST IN PLACE CONCRETE BENCH BELOW--------,.. W/ FORM TIE & BOARD FORM FINISH -RE: SPECS I I I I 1/8" 1-.- 1 I I 1/8' I r-·-1 "' I L_ _1 CONTROL JOINT IN CONCRETE FOUNDATION ------,:,,.,_°"'.I !rl ~-4~ ........ ¾-'-+~ -BOARDS TO BE OF 10'-0' & 12'-0" LENGTHS, TYP.; , ~ IF LONGER BOARDS NEEDED BUTT JOINT BOARDS "·,'? 1 - ON JOINTS ."-··••l., I . _ """ "'--...., "--... -., '--.,, '-... 1/8" MAX i" ~ "' I- MAX PLAN -SW1 SEAT WALL, TYP. SCALE: 1' ~ 1'-0' fil ~ 0: CL ~ E5 CL 07 ' MITER EDGE TO TIE INTO VERTICAL BOARD-------+a AT BENCH END, TYP. VARIES SEE PLANS t ELEVATION-FB1/FB2/SW1 CUSTOM SITE WALL, TYP 03 2' X 6' MILLED WOOD BOARD TO --- RE: ARCH FOR FINISH AND COLOR 1 1 /2" CAST IN PLACE CONCRETE BENCH -t-t-----------, BELOW W/ FORM TIE & BOARD FORM FINISH, RE: SPECS 12'-0" , 2'-4" f TYP 02/L403 1 1/2" It I I ,-----------------------------------------------------------7- ~1\~ci~GlolicilE INTo----ae:'=I =,=7=1 =========i=7=·····=···=·····=····_-=-=·····=· =··· =====-' .... 7--====··_·····=······_····_·····=·· ====='..,l=1,..1 =·=····=···.·=--=·· ==· ======1=7=1== .... ,..1 ·_····-~ ... · ~===='-i=7 .... 1 '""i AT BENCH END, TYP. I I I I I I S 1' X 6" WOOD BOARD ------+-1>-+-1 -e------I I I 'I' TO MATCH ARCHITECTURE --==========-=========--....-=========-•1==========aa========="'ae===F'!"!s j-=L~_J=----------=L=-r==---~r------"=Lc+_J=---------____ L+_J----~ ______ L _ _j ____ ,,_ ____ 3 ~ _J Ii L _______________ _ 1' X 4" PRESSURE TREATED PINE SLEEPER----------~ TO TIE INTO CONCRETE FOUNDATION BELOW, TYP 2' X 6' MILLED WOOD BOARD----------------~ -RE: ARCH FOR FINISH AND COLOR INTERIOR EDGE BELOW OF MILLED WOOD BOARD--------------------~ --__ _j - L 0 ~ 03/L402 PLAN-FB2 FIXED BENCH 02 , ], 1 1/2" - 2' X 6' MILLED WOOD BOARD TO-----------+--+----~ MATCH ARCHITECTURE CAST IN PLACE CONCRETE BENCH BELOW ---------t---t-~ W/ FORM TIE & BOARD FORM FINISH -RE: SPECS 10'-0" 2'-4" f m r I I 1 1/2" It , 01/L4.03 r • MITER EDGE TO TIE INTO VERTICAL BOARD--------, i~ 1 7 11=1~11 ·· 1F1[71···· ··----1 7 ·~ f;:--,-7-7~1! AT BENCH END, TYP. F''"""' 11 ==I =========="==sd==========="'=!=:b:==========I =kl ====='i,•'1,---'=t-====d=~ 1' X 6" WOOD BOARD-------------++-+'-+-' --I I I I I I I 1' I I Ii "' TO MATCH ARCHITECTURE I I I I I I I I I I , , I I I I --I I I [ ..,. -, -1'X4"PRESSURETREATEDPINESLEEPER---------t--' ~ I I I I I I I "' I I 1, TO TIE INTO CONCRETE FOUNDATION J L ... ~-----~ L,_J__ __ L _J L, .J ___ ,,kl-=~=" U!,0 _I I' LJ BELOW, TYP L.CaL _____ ~----------------------------------..... >i.aa-=-.,,__ __ _j..__.-~l 2' X 6' MILLED WOOD BOARD----------------~ I L ' o ' -RE: ARCH FOR FINISH AND COLOR INTERIOR EDGE BELOW OF MILLED WOOD BOARD------------~ ~ 03/L402 PLAN-FB1 FIXED BENCH 01 SCALE. J',,1'-0' IL 4021 APPROVFO FOR !RR/GA /JON ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON OF PLAN TING AREA. "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE --· -------f------~ CITY OF CARLSBAD I s~~rs I PLANNING DIVISION -+---~--------------------+----+----+----+----< ~ ---+-----+--------------------+----+---+----+---t ..--------------! LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL >----+----+---------------·-----+---.j---+---f------< :=========,==============~ I APPROVED: li.:J( I DATE INITIAL DESIGNER OF WORK Expiration Dote: 9/30/15 REVISIOi'.j DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL ----- CITY APPROVAL 6(. 6\.JI---t-1-1.::; PLANNING DWN BY:. !JM I PROJ[CT NO. I DRAWING NO. CHKD BY, NE CD 13-18 480-9L RVWD BY: I !,, I NOTE: 1. REFER TO PLANS FOR BENCH CONFIGURATION, DIMENSIONS, AND LIGHT LOCATIONS. BOTTOM OF WALL FOOTING TO BE 24"---~ BELOW LOWEST ADJACENT PAD GRADE, lYP WATER PROOF MEMBRANE, RE: SPECS-----~ 4" PERF. PIPE CONNECTED TO STORM DRAIN, RE: CIVIL---------- SECTION -SW5 SEAT WALL@ PEDESTRIAN ~!~,i.~,~ 09 NO~: -~ 1. REFER TO PLANS FOR BENCH CONFIGURATION, DIMENSIONS, AND LIGHT LOCATIONS. / \ PROVIDE 1/8" RADIUS AT EDGE OF FINISHED BOARD, lYP -----------_---1_/ _ \ -RE: HARDSCAPE SCHEDULE '777/7/T?T,7/'777/7/7/~0/J 1" X 6" WOOD BOARD TO CREATE THICKENED EDGE-----------------\--r,cL.L.'.LL/7::"2-''.L.L/a/ L-"'i AT FACE OF CONCRETE BENCH -RE: HARDSCAPE SCHEDULE \ / l -------- 1/8" GAP BETWEEN WOOD BOARD AND ---------------------"'---=?--------'----. / ADJACENT CONCRETE FACE TO CONCEAL 3/4" :r: ,,..-'!"'s""'~"=""=""'."'¥, "f"'r□ .. ,"'" ...... "'" ...... "'".= ~ ~ r,--,---r ~ ---.-~ 7 ~ .. ---• . ~----- SEALANT AND BACKER ROD BELOW, lYP \ 3'-0" TYP c: I "· • , }~ -.... -... /_-... COUNTERSUNK AND PLUG SCREWS, lYP. -------------------------. r. . · l. · ' 1" X 4" PRESSURE TREATED PINE TO RECEIVE WOOD SLATS-------------------+-~ '-" c... ~ ;, _ .---;-_ _:_ 7 I. ; , .• • ., j i: -PROVIDE CONCRETE ANCHOR SLEEVE AND \ _, /'.: ;::; >-I •, ., ' ~I~ -c-ll_. ,,JI, BOLT TO CONCRETE FOUNDATION, lYP ~ -f-· r · • · . : 1 , ' . " ' · • , • CONCRETE TO SLOPE 0.5% TO DRAIN--------------------------C.f'i''jti=~=~-'Sl I ' ., 1 • I " ' " .[ ~-.-----:-----;---,, I,~""~ & •• ,,j 'L~-----:~-----.,----/ :i' ~i~~~i~;:ECC:::~:)E:E 1F2~~N:ATION W/ FORM TIE & BOARD----------------,_-_~-:_·_·: , ,_ , •. :~i' .. l ~ ~-:_ ~.~ J: -~~i-;',~---•-,1···,.··· = 11 ·:~r~_ 1 -RE: HARDSCAPE SCHEDULE FOR COLOR l J •: ' .- BOTTOM OF WALL FOOTING TO BE 24" --------------------+~~-+----+-t,'. l • :. •• , ,I ·· .......... ··,,'' BELOW LOWEST ADJACENT PAO GRADE, lYP 'L-"-'-_ ~ _,_,_ --/ REINFORCED CONCRETE WALL ____________________ __c_ __ .::::::::c~k==~='='=====,==i:-F::--=::c__-------__J -RE: STRUCTURAL ;,-' SECTION -SW4 SEAT WALL@ BREE:C:~~~" 0 8 2X4 PRESSURE TREATED SLEEPER W/-------------~ SHIMS TO LEVEL; ANCHOR TO CONCRETE W/ COUNTERSUNK WEDGE ANCHORS PROVIDE 1/8" GAP BETWEEN FINISHED ----- SURFACE OF WOOD DECKING AND CONCRETE PROVIDE 2" CHAMFER-------------~ (jJ. REINFORCED CONCRETE WALL------~--LJ.J a: -BOARD FORM FINISH ON VERTICAL FACE ;; -RE: HARDSCAPE SCHEDULE FOR COLOR • ., ( 0.5% 4 't---1 I --~ I , ,I ., 1/2" x 9" GALVANIZED DOWEL@ 24" o.c.----+--+. -,,--"c±=l=:=c=. ,, I ' , r 9 0 ADJACENT PEDESTRIAN CONCRETE I " ., 1 , PAVING PER PLANS _ , -,, I'' PROVIDE 318" MAX ELASTOMERIC SEALANT ' I , -:"-/-cl+, _-'--'_CLR-i . JOINT BETWEEN CURB AND ADJACENT PAVING ,, F 9 #4 (V) @ 9" 0.C. lYP. , I I #4 (H) EA. FACE@ 9" O.C. TYP "i "0 I --- " WATER PROOF MEMBRANE, RE: SPECS Is. __ ..sl• BOTTOM OF WALL FOOTING TO BE 24" - BELOW LOWEST ADJACENT PAD GRADE, lYP PREPARED SUBGRADE--- RE: GEOTECH REPORT SECTION -SW3 CURB@ WOOD DECKING C: DRAWING FILES TITLE SHEErS CLS8-IP.DWG f~EVISED: S 75 2012 10 PROVIDE 2" CHAMFER---------- PROVIDE 1/8" GAP BETWEEN FINISHED----- SURFACE OF WOOD DECKING AND CONCRETE, lYP. ( 0.5% 'JI, " 2X4 PRESSURE TREATED SLEEPER WI--lo_---: __ ....::• __ ~ SHIMS/PEDESTALS TO LEVEL; ANCHOR I -''=i= -___._._. TO CONCRETE WI COUNTERSUNK , "' , , ~ WEDGE ANCHORS I ,f I' • i ' :;;: #4TIES@9"0.C.lYP. -----~-+----th~l ' "I f'---J;.-,--;.:_ lo ' .,, #4(H) EA. FACE@ 9" O.C. lYP. --->---+-----tt-~---~"-j"' REINFORCED CONCRETE SUB-SLAB " r,-h=-------1__.::::~;a1,- 0N SANO SETTING BED PER GEO-TECH ' " I , ·•··•·····- I <1,:J " ' ., ' -PROVIDE #3@ 18" O.C.E.W. -SLOPE SLAB TO DRAIN PER CIVIL I -·i~ <l </ ""' 112" x 9" GALVANIZED DOWEL@ 24" O.C.-i---~...,._,_,•~__,, REINFORCED CAST IN PLACE---e-• .~~•=•~-~~'-v---- " ' " ' 4 " - •/ ,i I la , " --:t CONCRETE WALL 1° -FORM TIE & BOARD FORM FINISH I , ' 0 , ·I ON VERTICAL FACE t·' ' " ' k ' -RE: HARDSCAPE SCHEDULE FOR COLO "' -~ ----".<J WATER PROOF MEMBRANE, RE: SPECS-i,,~~~:~::.....-";;...· ..,._.,p.,,.., .. -...--..,..,..,J :~~~:EgF ~:~t:giT~~~ ~~?.~~~~~E_PD_R_T~~· _1 _· _J,_ .... __ ·•·•~··••·••12•-0'• LOWEST ADJACENT PAO GRADE lYP. ••• •• I ' • ••••••• I SECTION -SW3 SEAT WALL @WOOD DECKING,;,~-~;. 0 7 1 X 6 WOOD SLAT, lYP -----------i---~ -RE: HARDSCAPE SCHEDULE ' I 1 X 6 WOOD SLAT, ALIGNED TO BOARD 00= ----.~ ···""",.,-.. ""'"' ... ,-,-: .. _ .. ;:-,,"'' --' - ;!!f ~~~:~~;~~;i;~::: :LF~:M ":~~-=-~~~,;~;!~:;:: 7; : ~t ~~fgs5cAPE SCHEDULE FOR COLOR ~~~-:-~~~~~)~~ .. :~'~:~c:'ti ~,c,,,, .. ~: FINISHED GRADE---------~~~~~~---~--~"'1 _ ____,,_,~- ELEVATION -SW4/SW5 THICKENED FINISHED EDG~:,~r. 06 NOTE: EDGE BOARDS (2 PER END CONDITION) TO BE MILLED TO CONCEAL SLEEPER BOARD BELOW, RE: 03/L3.02 MITER EDGE OF BOARDS, lYP-------t-------"'-- COUNTERSUNKANO PLUG SCREWS, TYP---7===::;i====r:t~p:=~ 1" X 6" WOOD BOARD----------+~-~, -RE: HARDSCAPE SCHEDULE 1" X 4" PRESSURE TREATED PINE------t------------+-1 SLEEPER TO RECEIVE WOOD SLATS, lYP -PROVIDE CONCRETE ANCHOR SLEEVE ANO /2 •,j BOLT TO CONCRETE FOUNDATION, lYP <1 ~ 1" X 6" WOOD BOARD----------+--~0~----zr-= 'i -RE: HAROSCAPE SCHEDULE CAST IN PLACE CONCRETE BENCH-------t----'' W/ FORM TIE AND BOARD FORM FINISH 4 -RE: HARDSCAPE SCHEDULE ,j ,1 'b ••r1-=~__,L'cl--c--c: ... ccc. ··-=··· PREPARED SUBGRADE --------1 RE: GEOTECH REPORT SECTION -FB2 FIXED BENCH END CONDITION@ DE~~l 1~1~ 0 5 MITER EDGE OF BOARDS, lYP °" ----COUNTERSUNK AND PLUG SCREWS, lYP .... ~ " I ,. /: d -" d ·--· 1, 1 X 4 PRESSURE TREATED PINE " SLEEPER TO RECEIVE WOOD SLATS, lYP - " -PROVIDE CONCRETE ANCHOR SLEEVE AND 0 " BOLT TO CONCRETE FOUNDATION, lYP " " ~,, -; !\ . -11 ~ 1 X 6 WOOD SLAT, lYP ,, a-· ~ -RE HAROSCAPE SCHEDULE 0 ~ :,; 6 ,, ,, CAST IN PLACE CONCRETE BENCH ., ,. .. 0 WI FORM TIE AND BOARD FORM FINISH ' " 0 0 -RE: HAROSCAPE SCHEDULE FOR COLOR I ,; 4 <l .. ,,, " ADJACENT PEDESTRIAN " l'7-1 ___ : : --------! . ------! I : --Ii 1! I '·,1 PAVING PER PLAN 0 " ~, " --·------., " .. <'.l ., ----i ' <l ------------ ----. ··--·-·' ···-······ 0 ( .... a ---... " a ' ... --· , --: ·-' 0 ' -----------' PREPARED SUBGRAOE -----------' ------; ----- ' RE: GEOTECH REPORT ' . ' -----i ----- SECTION -FB/SW SEAT WALL END CONDITIO~,;,:,~r, 04 NOTE: SEE PLANS FOR WALL CONFIGURATIONS, DIMENSIONS, & LIGHT LOCATIONS. !_ ·. PLANTING PER PLANS . i •··' ,' ,;;.:.. -GRADE VARIES PER PLANS ~----, -~~/•_· '~"'--'-----"---'--'+--'1,- PROVIOE 2" CHAMFER, lYP-~---------,,' ' ·., ' , , ·;-,,: .. /', :\ ·•.\ REINFORCED CAST IN PLACE ---------1 i;-----7 \ ,, :, .. "-' I, '4 I :·1/~~~ CONCRETE WALL I" , ,t »i~"<-(~\ -FORM TIE & BOARD FORM FINISH I I ,~"«<~~~~'f -~~:~~RT6i1~~~cl!HEDULE FDR coLo , 1 °" , , 1 ~~~~~~~ I a'' .r-'-, '2' CLR ?;~~"«~ 318" ELASTOMERIC JOINT ----+----~1 I " I ., ' lYP. /~"<-(~'0-' , ' , 'LL<LL<{</ (/~/ /,~~,j.. PEDESTRIAN CONCRETE PAVING -" 1-, :C:.">:-: '><'-,Y;':y)-,,)/),';7,' -PROVIDE #3@ 18" 0.C.E.W. .,' " Lr -, t1~•·o , .. 0 l, ~t~~~& -SLOPE SLAB TO DRAIN PER CIVIL .____ ., i . , '.~«<.~~~~~ 112" x 9" GALVANIZED DOWEL@24" O.C. ·.-......... ~~--·I , : >J/4~2/~~ #4(H) EA. FACE @ 18" O.C. lYP. I a,, #4 TIES@ 18" O.C. lYP. ~·----+=~==-+i....-, ., 4" PERF. PIPE CONNECTED TO STORMfl:.fRM:N-=~+=l----f"c" ",----~-.t--,-m~' -RE: CIVIL I I d " WATER PROOF MEMBRANE, RE: SPECS-·· ~ ':_--;; -..J, PREPARED SUBGRAOE-------+--~ -RE: GEOTECH REPORT BOTTOM OF WALL FOOTING 24" BELOW-----~ LOWEST ADJACENT PAD GRADE lYP. SECTION -SW2 SEAT WALL@ PEDESTRIAN PAVING'~'~"~; 0 3 ADJACENT DECKING PER PLANS--------------~ COUNTERSUNK AND PLUG SCREWS---------~ 1" X 6" WOOD SLAT W/ 118" MAX GAP BETWEEN BOARDS---3112· -RE: HARDSCAPE SCHEDULE 1" X 4" PRESSURE TREATED PINE--------[2=' TO RECEIVE WOOD SLATS . l I -PROVIDE CONCRETE ANCHOR SLEEVE ANO f-fl{_ BOLT TO CONCRETE FOU NDAt1T 111\l OJI\N"_, lY'_'_.':_P ___ ~,,.....-p,,-3i;~· £· ~~-+--nE. iLJI ----+------'>- 2" X 6" WOOD SLAT MILLED-I ,, -ENSURE 1/8' OVERHANG ON CONCRETE FOUNDATION ,. -, --'J I ,, I #4 (V) @ 9" O.C. lYP. -I "' I #4 (H) EACH FACE @ 9" O.C. lYP I " "' 9" 4 I. 3/8" MAX ELASTOMERIC JOINT W/ ' I '· .,, I" 1/2" X 9" DOWEL@ 24" O.C. I VERIFY I I -RE: SPECS " F ~ ADJACENT PEDESTRIAN PAVING PER PLANS-; = -6 " 0" I CAST IN PLACE CONCRETE BENCH----+---"--!!-[--=I= _,~ ~ W/ FORM TIE & BOARD FORM FINISH ~ '' ' I r .: ' -RE: HARO SCAPE SCHEDULE FOR COLOR 'I . . I <l 4 1'-==",,.,..,T~ PREPARED SUBGRADE-------i•L ~:l:::i['_ 1 1 ° d _,),_ ~1rc2 '~-1----n- RE: GEOTECH REPORT : : .. 1 I LR ---1 ii-. ,I I [._.:----z---I ---1 :~~~MLg0ftTL~6JfJ~~~ ~Ri~~!'~E, TYP ··· ···= 1 • ;-_. 1-4112_-,1 · ,~I : : 1' , :---:---:r7,---I ~ ;... I i i SECTION -FB2 FIXED BENCH@ CONCRETE & DECK P!~l1~1~-02 NOTE: -SEE PLANS FOR WALL CONFIGURATIONS, DIMENSIONS, & LIGHT LOCATIONS. PLANTING PER PLAN----------------~3~112= .. --~ 2" X 6" WOOD SLAT MILLEO-----------==::---;::=i--::_ -ENSURE 118" OVERHANG ON CONCRETE FOUNDATION 118" 2' \ COUNTERSUNK ANO PLUG SCREWS--------~ .----'c. ··., · ...... ;:{f ?c~!i gaJ!~w,~:,"' ,,m,,NBOARDS ~l ~~ ~: { .~ ,~-utt~, 1 -PROVIDE CONCRETE ANCHOR SLEEVE AND I -,1 ~~[i,l :s::::<.: <:.;..,_-{!'. BOLT TO CONCRETE FOUNDATION, lYP -. 11 ~. 11,, ¾Y:~ :'.:~:V'.~ #4 (V) @9" O.C. lYP. -------------+,, '--.. ,,:-.._ v a: '-."'-:h> .,_ '--, #4 (H) EA FACE@ 9" O.C. lYP I. '' 0 t '0-'.'.~~v~',v, ADJACENT PAVING PER PLAN----~ I I ~~*~ <..,~ I I" ' 77 "...._~· "1// FILTER FABRIC, SEE SPECS---~=:::;t~ •.. -c--.. r ,~-c-j I ,.1 04 -~ ~ z~s~~ CAST IN PLACE CONCRETE BENCH : 1 1 ' -(_/CLR1// ... ;'.j'.\«'--~ WI FORM TIE & BOARD FORM FINISH : ... 1 ,=! : 1= ' I b ;-':f'x,f»>»><0>" -RE: HARDSCAPE SCHEDULE FOR COLOR _·· 1 1 ··· ·,,,··_1 1 1 ,.·· I"" " ~ ·///// ///(//{"/ I '' I ·x·,' ( YA ·::::!:/:-.._ '--./:-.._ V:: ~~r~1~1rlPE CONNECTED TO STORM DRAIN ~-~i ii--: o -, I trf~1>?%.--~>2% WATER PROOF MEMBRANE, RE: SPECS ' : :1,_ ~,c'.'._ _ ---" _.i ti✓~• -\~_1---1,---i BOTTOM OF WALL FOOTING TO BE 24" .......... , · , : I;;' I ' 1 l 1 ' ' BELOW LOWEST ADJACENT PAD GRADE, lYP 1, -'1':41'.2' ---:---:,1--!---1 --• PREPARED SUBGRADE RE: GEOTECH REPORT ' ' ' 1 ' SECTION -SW1/FB1 CUSTOM WALL@ PEDESTRIAN P!~l~1~ 01 APPROVED FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANl!NG AREA. "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-------t----t--------------t--+---+-----+----t ~-c ITY PL?NENG CD~~o¼S BAD ~ 1-------+--+-----_______ -----+-----+-->----+------1 LANDSCAPE IMPROVEMENT PLANS FOR: -J:."OSCAPt .o-.<cl. ,us"ETr fi;;~0,1,., -,~E"·--q ... -;l, sfl ~'CJ. ~ . ~ -c2015 • OL 9 /Q1 :5 • i--------- "'?t -/~~ ~ OF CAI.WcJ,5 DATE INITIAL DESIGNER OF WORK Expiration Date: 9/30/15 ·-I DATE INITIAL REVISION DESCRIPTION OTHER APPIWVAL DATE INITIAL CITY APPROVAL FLORAL TRADE CENTER - COMMERCIAL I APPROVED: r<i.:J\ ~-E:\\,.,o-t 4-1-1.-;' PLANNING OWN BY: !JM I PROJECT NO. I DRAWING NO. CHKD BY: we CD 13-18 RVWD BY: 480-9L I 1,,' r ' r: C: ORf\'N:NG FILES TITLE SHffTS CLSB-IP.OWG REVrSED: 5 15 2012 NOTE: PROVIDE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. I 7" 5'-0" 5'-011 711 I -{6,1'----~~---~/f-----~~---~lf--if-- HANDRAIL TO-+- CONTINUE TO ~ ' ADA RAMP "' -RE: 02/L-405 , ··, ·\ I' . . "'' ' / i ' '--1--+-- f-f" -%-- RP2 RAISED PLANTER ·• '"""'/if?~~-"-d-tt--, "":f; ,~:d;:'.?!1J. BEYOND ~••~1.ii:'f},';}[,ff' ~is,--, FINISH GRADE-------· · · , , '"?· Yk\ts·n \,:-----, 1-1/2" DIA STAINLESS STEEL RAIL--~ • . ~'~A",~ij~~'/'Jl'flJUbm; 1/2" DIA STAINLESS STEEL SUPPORT POST, TYP --• ~ · 1-1/2" DIA STAINLESS STEEL POST, TYP----~ -PROVIDE CORE 1/4" LARGER THAN DIA DECORATIVE GRAVEL BAND PER PLANS--------~ SECTION -HR3 HANDRAIL IN DECORATIVE AGGREGATE@ PLANTE~"~!-~.; 0 8 NOTE: PROVIDE SHOP DRAWINGS FDR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 1-1/2" DIA STAINLESS STEEL RAIL------~ 1/2" DIA STAINLESS STEEL SUPPORT POST, TYP - 1-1/2" DIA STAINLESS STEEL POST, TYP PROVIDE CORE 1/4" LARGER THAN DIA OF HANDRAIL TD RECEIVE POST SW4 SEAT WALL BEYOND, TYP. - FINISH GRADE--= ~lft 5'-011 k 1 -0" ,i<- 1 1 1 "' SECTION -HR1 HANDRAIL@ ST2 ~,::~~~~ 0 7 WOOD DECKING ON SLAB PER PLANS---------------= 3" WIDE GROOVE DETECTABLE WARNING STRIP W/ CHARCOAL STAIN, TYP /--:::~ ... _0 HR1 HANDRAIL@ SW4 /:::::/ -RE: 07/L-404 ___..-;;~-_, ___.. SW5 SEAT WALL BEYOND W/ FORM TIE & BOARD FORM / ·:,, FINISH ON EXPOSED FACES, TYP. --::::-'_:::::------ #4 NOSING BAR FULL WIDTH OF STAIR----.LC___.. & DOWEL INTO SIDE WALL AT EACH END /-:_;;;:----- WI STD 90 DEGREE HOOK TYP. _/;:::-::-::;:,·· ----:..-#4@ 18" O.C. EA. WAY TYP. ,, _;;•_,-~---/ __..,.~,,..--__..,.,;:__.-,.. --==---;.-··-------- b ' "' / FLUSH ·-1~ · 1 • . ' ' . . . . ___ ._. REINFORCED WALL -----t=====:i" ===t=------------~ RE STRUCTURAL I 1'-0" ~ SECTION -ST2 STAIRS@ SW4 SEA:C,~!~; 06 ADJACENT RP2 RAISED PLANTER PER PLANS------------ HR3 STAINLESS STEEL HANDRAIL------------~ IN DECORATIVE AGGREGATE -RE: 08/L404 6" WIDE DECORATIVE AGGREGATE-0~------ ST2 CAST CONCRETE STAIRS---++--~ -RE: HARDSCAPE SCHEDULE FOR COLOR AND FINISH HR1 STAINLESS STEEL-- HANDRAIL, RE: 07/L404 J ts: __ - b CL :-;-~ "' RE:06/L404 ADJACENT SW4 SEAT-,---- WALLS PER PLAN f-------+------1--'i.·-. , I' ~i -". !-----+-----~----:l" f-----+----------2,, 9 >----< ~ . -,-= ELEVATION -ST2 ~~~:~~ 0 5 DETECTABLE STRIP TD BEGIN------------~ FLUSH W/ BACK OF SW3 WALL 1 '-0'1 TYP 2" CHAMFER IN WALL BEYDND------1-o.:=----t----,-:-,i;,=ca-----::-, ~----j -----~--------------! SW3 SEAT WALL BEYOND W/------- FORM TIE & BOARD FORM FINISH -RE:SPECS ~ 0... 3" GROOVE DETECTABLE----,-ot,- WARNING STRIP W/ CHARCOAL STAIN, TYP "' / 0.5% #4 NOSING BAR FULL WIDTH OF--t-,--=-,•,_I ""'_,,__ ,, STAIR & DOWEL INTO SIDE WALL ' 1 AT EACH END W/ STD 90 DEGREE 0 ., ' HOOK, TYP PEDESTRIAN CONCRETE PAVING -SLOPE SLAB TO DRAIN PER CIVIL SW3 FOOTING BEYOND _ __:s~~~ I ., .. ······ 1 '-0." ' ' #4@ 18" O.C.E.W. TYP ----+'--+--+=-;+--+= PREPARED SUB-GRADE-----------~ RE: GED-TECH REPORT a . 0 ✓·'~ ....... --,---,--~- ' . DATE NOTE: PROVIDE SHOP DRAWINGS OF BENCH CONFIGURATION FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 12"X12" BEAM CUT FROM EXISTING ----1'-0" ,r-------,/'-SITE DEMOLISHED TREES i!!f ~~□::5!~::::::::~S-,_TY_P_--¾-;_·~~-~~;I/;·-/'//-~ TOGETHER, TYP ___...--___..,-· , 1 1 i ' -'j-- 4" W X 1/4" THK POWDER COATED •.. 1\ \ \ \ \ \ STEEL BAND ···-. ·-.. , .. ,._ _____ \, \, \, l, \ \, \ -PRE-DRILL TO RECEIVE 1/2" , , , · "° ' PAN HEAD SCREWS :, c-' ----\\ \ '\ '1 \ \, l~Cs:JC -I" ,, \ \ @% Bit! ¼--RE: HARDSCAPE SCHEDULE ,,7J's,f --... ----._ \ \ , I I ;,:::~~~-""'=ir=--""""'M=======>i>= FIXED HEIGHT SHIM TD ____ _.__,:,'\~----0::' ', "--.-' -, 0 ,, --:;--'-/ ' / / ----,, --.- LEVE LAS NECESSARY <~'\ JOINT IN STEEL BAND TD-----,L+· --,L'iY-~--~ OCCUR AT UNDERSIDE OF BENCH /..;(I_-.;'.' .-i---2 _ --'-'"-• , _._ i ::.....~: i - REINFORCED CONCRETE FOOTING )-; / ,, ✓-1 ' ' • ' ; '---,-; ' ' -(2) #4 CONT, T & B ~5:;\§,;~?\-l~~ ~-,-. ij '. -- 1/2" X 4" PAN HEAD SCREW , , ______ , I ; , ; , ; · ___ .; ; -PROVIDE 4 IN EACH BAND · · · 2·-0· , ' PER FACE :::1' ! ---' :::-· ' ----- SECTION -FB3 BENCH @ WOOD DE?c~l 1~1~-0 2 AXON -FB3 FIXED ~,:~'~'~ 0 1 ]L ~-o~] CTD 3 APPROVED rOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCATION Or PLANTING AREA. "AS BU IL T" RCE __ _ EXP. ___ _ DAIE REVIEWED BY, INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 45 LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL APPROVED, fCC,_;;J\ 6\ --t:-1 L:., -tr '-\-. \-\.:;' PLANNING --- . ---- INI IIAL DATE INITIAL DATE INITIAL OWN BY: 6M PROJECT NO. DRAWING NO. CHKD BY: LJ[ DESIGNER OF WORK [xpiration Date: 9/30/15 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CD 13-18 480-9L i-.1 ,, ' ' \, i'.' NOTE: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF HANDRAIL CONFIGURATION FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION & INSTALLATION. 1,, 1~-0'QI 5'-3 1/2" 4'-9 1/2" 4'-91/2" 4'-9 1/2" HANDRAIL TO-:~ ,i'-- CONTINUE TO ST2 STAIRS -RE: 08/L-404 PLANTING BEYOND-->--~~_,,,"' PER PLAN ADJACENT-~ 3" PLANTER PER PLAN 1-1/2' OIA STAINLESS STEEL HANDRAIL-~ PLANTER WALL IN BACKGROUND-----~ 2"-3" DECORATIVE AGGREGATE-------~ FINISH GRAOE OF ADJACENT AOA RAMP IN FOREGROUND----~ \ REINFORCED CONCRETE FOOTING------------------~ PROVIDE CORE 1/4" LARGER THAN DIA OF HANDRAIL TO RECEIVE POST--------~ NOTE: _{.__1~1 ----m--=--=--=-::',--1-1/2" DIA. SS HANDRAIL, TYP. J ---~;-1/2" DIA. SS SUPPORT POST, TYP. --~EQ. F'F'~F----E_Q. I ~ "-.... 1 '";-"' 1--,.,.--+-----1-1/2" DIA. SS POST, TYP. .,.... ----.- 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF HANDRAIL CONFIGURATION FOR REVIEW BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION & INSTALLATION. !,. 1 '-0" I , 41-611 PLANTING BEYOND----+---+---------+---- PER PLAN PLANTER WALL-~+-+-8_4,_¾1k[;+-O+-_ t+-,~l-'-.J+-.)+-;{+-, +-+-+-+-+-+-+-+-+-+-+-+-+Cd+-'< ' ' ,·. V, ' IN BACKGROUND \jc;\<-0} 1-1/2" DIA STAINLESS STEEL HANDRAIL 2"-3" DECORATIVE--r----+--~ AGGREGATE 5'-011 FINISH GRADE OF-~ ADJACENT ADA RAMP IN FD REG RO U'""N D"----'-1,,,,,,,,,"""""" . . • , , REINFORCED CONCRETE &ii,Jitf--':f_ ---::qJr,;iQ;., ·,.,!gcc ',t ,,,, , I I "'=1JJ!'i~~~-~~~G~~ .,,.,,.,,m;;,nl b, ~!@,:'z¼:ii,<iS=JO,tl"''"="~ FOOTING 1 ·_ . · PROVIDE CORE 1/4" LARGER THAN DIA--------~ OF HANDRAIL TO RECEIVE POST C: DRAWING FILES TITL[ Sll[[TS CLSO-IP.DWG REVISED: 5 15 2012 .,. 51-0 11 5'-0" 4'-9 1/2" 41-0" 5'-011 r 5'-0" 4'-011 4'-91/2" 4'-9 1/2" 5'-0" 5'-011 4'-611 ELEVATION -HR3 -ADA RAMP HANDRAIL IN DECORATIVE AGGREGATE@ SOUTH PLANTER'~~,:: 02 4'-91/2" 4'-9 1/2" I I I I ..,,.,.,--~-----.z 1-1/2" DIA SS HANDRAIL, TYP.--1.,.c/~ , \ 1/2" DIA. SS SUPPORT POST, TYP.-,r-' -~-i \ 'EQ. I, , I, I EQ, / "-. , , , I 1-1/2" DIA. SS POST, TYP,---~----i / '-...._,_ L----/ 4'-3 1/2" N ADJACENT PAVING PER PLAN---~ ELEVATION -HR2 -ADA RAMP HANDRAIL IN DECORATIVE AGGREGATE@ NORTH PLANTER~~:: 01 ~ 4 APPRO VFO f-OR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T/ON or PLANTING AREA. "AS BU IL T" RCE __ _ EXP ___ _ D/\TE REVIEWED BY: INSPFCTOR DATE CITY OF CARLSBAD ~ PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL I APPROVED: __ / ( , !L 1-----+--+------------+--l-----+--+--___, f~4\ e::r-~h...;-i;, 1---+----+------------------+----+--->-----+>-----1 PLANNING DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: t,M PROJECT NO. DRAWING NO, CHKD BY: UE DESIGNER OF WORK Expiration Date: 9/30/15 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I CD 13-18 I 480-9L ·,'_j' ' C: DRAWING FILES TITLE SHEETS CLSB---IP.DWG REVISED: 5 15 2012 NOTE: ffi 1. PROVIDE SHOP DRAWINGS OF FENCE CONFIGURATION 5" AND ATTACHMENTS FOR REVIEW BY LANDSCAPE ARCHITECT-- PRIOR TO FABRICATION AND INSTALLATION. 5x5 WIDE FLANGE WEATHERING STEEL BEAM-------+- DECORATIVE AGGREGATE PER PLAN ---------f---lf--+-~ 3/8" THK GALVANIZED STEEL BASE-------- PLATE WELDED TO WIDE FLANGE BEAM IN THE VERTICAL POSITION 0 ' '° "' ' N ,i'-5"-,i' PLAN SECTION SECTION -FE2 PRIVACY SCREEN FO?c!},N1~ 09 PLAN AND SECTION -FE2 FENCE POST INTERIOR CONDITION ',., s,,,, GALVANIZED STEEL BOLT 24" O.C. ---~~ ', .. COUNTERSINK AND CONCEAL W/ •, WOOD PLUG TO MATCH ON EXTERIOR FACE ·, 2x4 WOOD SLAT IN VERTICAL POSITION, TYP -SHIM AS NECESSARY TO CREATE FLUSH FA -RE: HARDSCAPE SCHEDULE & SPECS 5x5 WIDE FLANGE BLACKENED-------++--+- STEEL BEAM COUNTERSINK WASHER AND NUT ON-----+-+--+- THE INTERIOR FACE DOWEL AND GLUE SLATS, TYP------++--+- • ' . . -~ 2x4 WOOD SLAT IN HORIZONTAL POSITION,TYP-1-'··+-,-c.- -STAGGER/ALTERNATE CONFIGURATION IN ~ THE VERTICAL POSITION -RE: HARDSCAPE SCHEDULE & SPECS . . :·L · .. _ . 1•.t=_@)~----~------- / SCALE. 3' ~ 1'-D" SECTION EXPLODED AXON -FENCE POST 08 PLAN AND SECTION -FE2 FENCE POST END CONDITION SCALE: 1 1/2' ~ 1 '-0' SCALE: 3' ~ 1 '·D" NOTE: ,,, / ----, 1. PROVIDE SHOP DRAWINGS OF FENCE PER PLAN / • ' CONFIGURATION AND ATTACHMENTS FOR REVIEW r--------------------~~~~-----------/ ~-~ -~/\-\ ___ ,_ BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION I 5'-0" 5'-0" Z'i,i:i;i:i;s,·:<''>,,t"· 1 AND INSTALLATION. ·t-1---==c----:;cTYc;cP;c------,r-------;;:TY~P-----~l~~~ / I >----l 09/1 !400._ g:-~~~~~~~ / ( , I 7 1-"-..:,,,;:;:,_,_~·,-../;:.'-:;,.,: / '--, I. ··-~-y'<'-"'''"''"~"-, / ' .... / 7, ' 06 05 "~""~'.:::::'-' ' ' -+' -i -t---+ I -··,"·•.t.~~~~ -,,. ~•-'" •-..-..•:::;,_ ~'-'••··-· -.;;;,;:c..-....~.,, ..... :<:,_, . ·.-,.~"',I-•·-~:,··,:~ •.•. ''.$,',.; , •• ,.,:,;, ' ~~ -~ :~;;-, .,,.~. / ' ~-Iif.eff~~ts1£i..JTuf{tJ:'!.~"'fi~-; f§fiff}'i'AA\l"ff{ffa"-J!!Ti.~~--wltc;~~&¾:: :",."-......._.,_. .. , ...... """H"' •~:-.-;,::•c• -._,v ·~~"~'"'""."-'""~~" .. ~X·-· --~,..,~,-=,-.,-.;•·~~--I ,;J~"¥.-~fk1~i'' iiiii ; ;;~j$..·-~¥~J..~t1.6¥.i~'>1&JfJ~;!JJ/!J~ff.£,\~ttt.t ; 2x4 HORIZONTAL WOOD SLATS, TYP------+- -STAGGER CONFIGURATION ALONG THE 0 VERTICAL POSITION ' '° -RE: HARDSCAPE SCHEDULE 5x5 WIDE FLANGE BLACKENED--------+ STEEL BEAM ELEVATION -FE2 PRIVACY SCREEN TYPE 2 S~ALE: 112' = 1 '·0' 04 ------------------------------------ I.A[[ EXPOSED HARDWARE TO BE STAINLESS. l::: ,.,---,; , !r '· "-NOTE: I- 2. PROVIDE SHOP DRAWINGS OF FENCE CONFIGURATION ~ 11 ; __ F _31_8;-._, \\ PRIOR TO FABRICATION & INSTALLATION -' \ ATTACHMENTS FOR REVIEW BY LANDSCAPE ARCHITECT ~ I ~ ' I 1/4" '•. 1/4" I 48"L X 40"H X 1/4"THK WEATHERING STEEL PANEL---+--I"' 0 (1) 1/4" THK STAINLESS STEEL PANEL TD , ~ \ I EXTEND 1'-0" HIGHER 9 I / ~ >_,,____ l r, :I 1 1/2" DIA STAINLESS STEEL HEX BOLT ---_--.. -_+---~11 \ ,., \ ~r 1 -CUT & GRIND SMOOTH THREADS 1-1-/ ,,i _ _,.,. . > ,., / (2) 1/4" THK & (1) 3/8" THK STAINLESS • --, \\ i (. \. 1: ,,..._ -- STEEL PLATE WELDED TO BASE PLATE ""' '-1 "\j,', /11,):,\\1'1,f -1---1-}~ ' ,, -\1\ J / \;1,1 ,;, 3/8" GALVANIZED STEEL BASE PLATE :· ; ~t '.{;vzr,,,a]fv-::-~-% ,, d , II \ \./)\\// 1/2" DIA X 6" EMBED LENGTH-------c--, -~; n---,w,, 1 • f~. ,,,~~< . , . ·-,-,_J-1 --1 lE, ·JJ I 01»;-» REINFORCED CONCRETE WALL TO I ,----1 1--1 ,_ ·1 • • /<0({//< RECEIVE BASE PLATE , · 1 • ':\ '-. ..._-...-._ V::-._:_ -#4(V) @ 9" O.C.; #4(H) @ 9" O.C. -1 ---1 --! ~ , • J 7/1"¼('.? 2X4 SHEAR KEY, CONT. 1 1 • ;'...j_ • , -.. ):; N REINFORCED CONCRETE FOOTING ~>I ·_._,_::.I '•0 1 · ~. i~ -(2) #5 CONT. T & B _ -I . • ---,,, ~ ~ -:; :«'y,' ', _ _::::11'-6" -'1 I ------,;,_1 ff_-_:""'" ---'I.- , i " . . • . I 'I I : SECTION -FE1 WEATHERING STEEL SCREEN WALL 02 NOTE: 02/L406 7.AIT EXPOSED HARDWARE TO Bs STAINLESS STEEL VARIES PER PLANS _ _J~777777~ry::;;::;;:=:;7777~~~,J,- ~l!i~?:~~~::T::R~:G 0/ % ~1/,1/):; ½0 ____,,_ _ _,__ INTERNAL STAINLESS PLATES 0 // ~1//~ w "' TOP EDGE OF (1) 1/4" THK ~-· 1/,//j / ~ STAINLESS STEEL PLATE BEYOND _1' ½ / 1/~ )"1 ;'._ ¼ . · }';10" / /, 1// 1/: A TOP EDGE OF (1) 1/4" & 3/8" THK _:: T ~1/77 -~~◊bNNLgss STEEL PLATES :~~;[:■/■:;;·· ·■11///_;:;:f/ _ ■-_ : 112"DIAHExBoLT,TYP · w~ • wl 0 -CUT & GRIND SMOOTH THREADS %'.~;,;: ~f 'j:'. ,.'.. J4'¼;:6";;1c::: W06" '.%tit (3) EXPOSED STAINLESS -~,if(,: ~~==',L=-~>~&:~>---... STEEL PLATES WELDED TO "'-r-'_ ·~~ ¾«-~:R' ~ BASE PLATE "T" 7ff~ p % 01/_..;:: ~~_@, "' 1" DIA X 6" EMBED ____ _'._'::jz:;;~7''7'.;fy77'7'.;fL;f77'7'.;f777!7f-';fo/,r;:"T "''r [ENGTH, TYP. ,, .1, ,, •1, ;--1~===i""======='=="'==\ ~t~t~tx~rlZED STEEL _jl_-·_··· ::ff=.··=···::;;1s,;',oas="=i<!'.::····_--J-_______ ·_1L· REINFORCED CONCRETE FOOTING _J ELEVATION -FE1 WEATHERING STEEL SCREEN WALL SCALE: 1'~1'·0' 0 ' N 01 IL 4061 '. ,1:.' _ .. 1. I APPRO VEO FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING PRECISE LOCI\ T!ON OF PLANTING AREA. "AS BU IL T" RCE EXP. DATE REVIFWFD BY: INSPECTOR DATE -------+---+---+---+----I~ --CITY OF CARLSBAD I SHEETS I ----f-----t------------------l----+---l----+-------1 l__2_-:5_j PLANNING DIVIS! ON . 45 f----+---+------------------+----+----l-------- ------------+----t----+----t----t LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - -----i-------1------------------+----+---+----+----I COMMERCIAL 1----+---+-------------------f---i-------+-- ,_· =-·=_,-·c:::_-:::_-:::_-=,":::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_:_-:::_-:::_-:::_-:_~-=--=--=.~-=--=--=-:-=--=-=--..--1 I APPROVE~ cl l 6( -l:::t\ :Ctr PLANNING DATE INITIAL DESIGNER OF WORK Expiration Date:~_ REVISION DESCRIPTION DWN BY: DA TE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: dM PROJECT NO. DRAWING NO. bit CD 13-18 480-9L ~--·-·-- i' f ' '"' , ' ------------------------~·.,_, __:__! -~ ~---,-----------------------------------------------------------------------------------------------------------------------------------------.;;;;;....;,.;------,, NOTE: 1, FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2. ALL WEATHERING STEEL JOINTS ALIGN TO CONSTRUCTION JOINTS IN ADJACENT CONCRETE PAVING 8MM ROLLED WEATHERING STEEL PANEL ~-------b JOINT MILLED TO TIGHT HAIRLINE FINISH -------f FINISH GRADE------------ 18'-3" VERIFY EQ ... 01/~40i',, -~,:-\/ .. 0 ' N PANEL TO EXTEND 4" BELOW FINISH --------ea---~-~·-~-~-------------------------+------_J __ __::~~i'' GRADE TO CONCEAL EDGE, TYP ELEVATION -RP1 WEATHERING STEEL PLANTER@ EAST INTERIOR COURTYARD -LO~~,E~i?,: 09 NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2. ALL WEATHERING STEEL JOINTS ALIGN TO CONSTRUCTION JOINTS IN ADJACENT CONCRETE PAVING 10'-0'' TYP. JOINT MILLED TO TIGHT--+ HAIRLINE FINISH FINISH GRADE----1 40'-0" r---10'-0" TYP. ~-.: :',.<: :-.· '-,. (,'.'' ·, . .?-.\ . ' \ ·.,,' 10'-0" TYP. t 8MM ROLLED WEATHERING-'===t--t-------------------t-t------------------t;;:------_J STEEL PANEL PANEL TO EXTEND 4" BELOW FINISH--~ GRADE TO CONCEAL EDGE, TYP 0 ' N ELEVATION -RP1 WEATHERING STEEL PLANTER@ CENTRAL INTERIOR COURTYARD -LO~~,E~!?,,; 0 8 NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2. ALL WEATHERING STEEL JOINTS ALIGN TO CONSTRUCTION JOINTS IN ADJACENT CONCRETE PAVING PLANTING PER PLAN --------------------------;.-'c-~ 8MM ROLLED WEATHERING STEEL PANEL-----------------~~ -MILL JOINTS TO TIGHT HAIRLINE FINISH ADJACENT PAVING PER PLAN ------------------ 12'-10" WEATHERING STEEL PANEL TO EXTEND 4" -----------~======E_~~-------------------1--------'- BELOW FINISH GRADE TO CONCEAL EDGE C, ' N ""t- ELEVATION -RP1 WEATHER STEEL PLANTER WALL@ WEST-END INTERIOR COURTYARD -LO~~,E~2I,?,,; 0 7 C: DRAWING FILES TITLE SHEETS CLSB-IP.DWG f~EVISCD: 5 15 2012 NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS PLANTING PER PLAN --------------hC-, 8MM ROLLED WEATHERING STEEL PANEL------ FINISH GRADE------------- 2'-611 VERIFY C, ' N ELEVATION -RP1 RAISED PLANTER@ EAST COURTYARD, SHO~,:CE~!.?,,; 06 \_ ,-1\,,.,. ,i / \ ,.fV· /4 / ·! ,, -'-\' 'J l'' ; ! t ·• •.,-, lt,t· -{(>:J /r / ANTING PER P -_,,.\rr.,,1,,,11 ;,\'-''!1,,,;\,,,..\,j; PL LANS---------------~:,•::,:,\,f/ji-f•W\/l:J;\i/l\\\fi1"1 MILLED JOINT TO HAIRLINE FINISH TYP iiii; 7.\,, 1, \Lu 1,,,·-11 ~F-i 11 ' WhW?" Wtl}lJWV 8MM ROLLED WEATHERING STEEL PANEL----------, -MILL JOINTS TO TIGHT HAIRLINE FINISH 3" ANGLE IRON WELDED TO WEATHERING STEEL---------+-a EDGE AND ANCHORED TO 6" X 6" CURB 8MM THK X 8" WEATHERING STEEL EDGE PER PLANS -PROVIDE 10'-0" LENGTHS TO ALIGN TO PAVING JOINTS, TYP BOTTOM EDGE OF WEATHERING STEEL -----. --+'I-.·~ .. "--+. ,--'--'= PANEL ON RAISED PLANTER BEYOND :........... ' -ENSURE 2" MIN. COVERAGE SECTION 6" THK GIP CONCRETE WALL BELOW -·- -#5(V)@ 16" O.C. & #4(H)@ 12" O,C. CHAMFER ON CONCRETE WALL 2-3" DECORATIVE AGGREGATE " ., ,/i 8MM ROLLED WEATHERING STEEL PANEL " -, -MILL JOINTS TO TIGHT HAIRLINE FINISH ., 3" ANGLE IRON WELDED TO " WEATHERING STEEL 4 a" DIA X 6" EMBED ANCHOR ROD ' -· '· ·" MILLED JOINT TO HAIRLINE FINISH, TYP C, ,, , .<, EXPANSION ANCHOR EDGE OF CONCRETE CURB ,, ., /} 3" ANGLE IRON WELDED TO WEATHERING .'.,· STEEL EDGE AND ANCHORED TO 6" X 6" CURB " " PEDESTRIAN PAVING PER PLANS " " . < .. ~ " ;'{ .. /' .'.: <I " , , !, • ' . - %• ., 8MM THK X 8" WEATHERING STEEL EDGE PER PLANS " ·1:Y''it: "" ~1/,'ijJ -PROVIDE 10'-0" LENGTHS TO ALIGN TO PAVING JOINTS, TYP PLAN PLAN/SECTION -WEATHERING STEEL -RP1 TO RP3 RAISED PLANTERs,:,~,~;. 04 PLANTING PER PLAN------------------- 8MM THK X 8" WEATHERING STEEL-----1--------------' EDGE PER PLANS -PROVIDE 10'-0" LENGTHS TO ALIGN TO PAVING JOINTS, TYP -RE: PLANS PEDESTRIAN PAVING-------+"--+: ... ;.······~,-;---"~ PER PLANS " ' -,~ SECTION -RP3 RAISED PLANTER@ DECORATIVE AGGR:,~~-'.i:. 0 3 ' 4" 2" }\ ,_ ,, ' '-, '''i 'f(<,,/ // ~( ii/ j1 /-p LANTING PER PLAN ',,._~, -,, ~ ,Jh ,;,n\.'·-11(.f, ,I.' --------------~ \ ;\; ,'0,, t 'i'\i/1'.\\{irtrr i ,/ > i j/'1 f '_,,\;/s,fx, (/ WEATHERING STEEL PANEL CLEAN WELDED -------~--.--------1-i, \)~:,;,1i~vx,i:!/ TO 3" ANGLE IRON ,_,_ :<: ~~..,:: 1/2" DIA. X 6" EMBED ANCHOR u:i,::7"-/ ~,«:,« ROD IN HORIZ SLOT ~ 2 :_,. J ' ~ I;;»°">>--'..,:: ---~-~~--;;5 _±:: :1" ~ /{1//ij,: 8MM ROLLED CORTEN STEEL PANEL • • ~ /'--(/'-(/, -MILL JOINTS TO TIGHT HAIRLINE FINISH ' a: · ~~'- WATERPROOF MEMBRANE :":_ ~ 'l.:.~~0 -RE: SPECS ~ ~ + /V/,~)- 6" THK GIP CONCRETE WALL "'--<t>--111"--<:-,,°'«'( "'-.'- · #5(V)@ 16' O.C. & #4(H)@ 12" O.C. • • ,h 2" 1/, 2-3" DECORATIVE AGGREGATE PER PLANS ,, , .... ··--'?:,,' 7':f..i ~· -~ '. )~~~».· -RE: SPECS -~ ___ J_ ,,-:__,,_:_,. g' 'fl -c00 • 1/,«'-.// PEDESTRIAN PAVING PER PLANS ---~ !:~:' ( :, I "□)' );~°") ~IRLTE_ESRPFEACBSRIC ----r-::,.r,·:~ .. ~-;-~1':•.,.'°•-"rr .•. ·•·•-.1. :::~ ·I ir,.-61.1= _:::I ---1 l::=1 , '-Fl , :=1 . · J. '-I 3/4" DIA EXPANSION ANCHOR ! ' ~-······--.-· +---~,: :--·,~--,: ,) ~, ;-I I IN HORIZ SLOT i--:=i i j=i !'i=j i • ~·· .~ =1 2"X4" SHEAR KEY, CONT. ·1 i ·1 , I: i I' ' -I '_ I ..... 1: ... 1 :j .. I 1 • o , ~J~~~:itE CONNECTED TO STORM SEWER --! ;!~Jr~,i_ ~ -~ ~.,~I REINFORCED CONCRETE FOOTING • :=~j 'l·.-.. ·.~.· .. .:...1'-9".:...1 I ------'i-W/ 2-#5 T & B CONT. -7----='---{-- SECTION -RP2 RAISED PLANTER@ DECORATIVE AGGREGAT;,:,~.~, 0 2 E 4071 /\PPROVEO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLAN TING AREA. "AS BU IL T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD ---------~ 6 ~ 5 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL -f----1----- 1---~1--------1----------------+-----l-----l--_j_____J I APPROVED 1"1:~\ ~ _ f::..l\ ...;.:rt . PLANNING --\--1-1<'> I DATE INITIAL REVISION DESCRIPTION DWN BY: ___i\M _ l __ P-RO_J_E-CT_N_O ___ I D4R8AWOIN_GgNLO. _DA_T_E ~I_NIT_IA_L-+-_DA_TE~_IN_IT_IA_L_, CHKD BY: NF CD 13-18 OTHER APPROVAL CITY APPROVAL RVWD BY: . I ' ' i ., .. ,, I, ' NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2. ALL WEATHERING STEEL JOINTS ALIGN TO CONSTRUCTION JOINTS IN ADJACENT CONCRETE PAVING 10'-0" 8MM ROLLED----+---+ WEATHERING STEEL PANEL -MILL JOINTS TO ~ ~ TIGHT HAIRLINE "" ::;; FINISH FINISH GRADE OF-:-:--:-:--:::::t:=:::::t ADJACENT ADA RAMP PANEL TO EXTEND 4" BELOW FINISH GRADE-----------" TO CONCEAL BOTTOM EDGE, TYP RAMP LANDING PER PLANS NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2. ALL WEATHERING STEEL JOINTS ALIGN TO CONSTRUCTION JOINTS IN ADJACENT CONCRETE PAVING 8MM ROLLED ---- WEATHERING STEEL PANEL -MILL JOINTS TO TIGHT HAIRLINE FINISH 1/4" THICK WEATHERING STEEL---~ CHECK DAM IN FOREGROUND -RE: 11/L802 ST2 STAIRS IN FOREGROUND PER PLANS----~ 9'-6" PANEL TO EXTEND 4" BELOW FINISH GRADE ----------~i/---__J TO CONCEAL BOTTOM EDGE, TYP NOTE: 1, FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2'-0" ELEVATION -RP2 WEATHERING STEEL PLANTER WALL AT T.O.S SCALE:1•~1•-0· C: DF~AW:NC l'ILES TITLE SHEETS CLSlJ-IP.DWG f~EVIS[D: 5 15 2012 10 10'-0" 10'-0" ~. 8MM ROLLED WEATHERING STEEL-----____,-,,,...,,,, ~ PANEL ~ FINISH GRADE----------~ ~~~ .~_!_/ ~;/ .,., ' .._,. ~~ ~~ l~I~ PANEL TO CONTINUE 4" BELOW -----====1'7:;;t/½?/'.'/27//7'7'77,7,7,:/,i----------,p FINISH GRADE TO CONCEAL BOTTOM -----'js-- EDGE ELEVATION -RP2 WEATHERING STEEL PLANTER WALL AT WEST,:.~,°, 0 7 15'-0" 15'-0" NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 2'-0" VERIFY PLANTING PER PLAN ------------++~--·_ .c-OJ/~4o7 8MM ROLLED WEATHERING STEEL PANEL------ FINISH GRADE -- b ' N WEATHERING STEEL PANEL TO EXTEND 4" --------L __ -++__, __ ¾.-'-'.--1 BELOW FINISH GRADE TO CONCEAL EDGE r 10'-0" 10'-0' 9'-6" .,., ELEVATION -RP2 WEATHERING STEEL PLANTER WALL AT ADA'~'~'~'~ 03 10'-0" ~~ ::;; ~ (VJ cc ' L.U :q. "- ELEVATION -RP2 WEATHERING STEEL PLANTER WALL AT sT2 s~~I,~,~ Q 2 NOTE: 1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION OF WEATHERING STEEL PANELS 8MM ROLLED WEATHERING STEEL PANEL------ FINISH GRADE--~------- 3'-7 1/2" VERIFY b ' N WEATHERING STEEL PANEL TO EXTEND 4" -------!_ ___ ~--~--""k- BELOW FINISH GRADE TO CONCEAL EDGE APPRO VEO FOR /RR/GA TIO/\/ ANO PLAN TING ONLY, INCLUDING PRECISE LOCA T/ON OF PLANTING AREA. "AS BUILT" ELEVATION -RP1 RAISED PLANTER@ CENTRAL COURTYARD, SHO~c:C,.~i?.: 04 ELEVATION -RP1 RAISED PLANTER@ WEST COURTYARD, SHO~c:C,~}?.~ 01 RCE __ _ EXP. ___ _ DATE REVIEWED BY: IL 4081 INSPECTOR DATE Sll[ET. CITY OF CARLSBAD 17 J PLANNING DIVISION l----+--+----------------4------+---l------+----I LANDSCAPE =1M==P==R==o~v•E.M1':NT PLANS FOR: DATE INITIAL DESIGNER OF WORK Expiration Date:-~~ REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL ------- DATE INITIAL --- CITY APPROVAL FLORAL TRADE CENTER - COMMERCIAL I APPROVED: rz:,-l\ Y· f::{1..0% L\--\-1.,,.. PLANNING OWN BY: !lM PROJECT NO. I 48ON-9L0 CHKD BY: _ NE__ CD13-18 RVWD BY: I I \ ' ,. ,, 1/4" CAP WELEDED TO STEEL PIPE -CUT AND GRIND SMOOTH FIXED SECURITY BOLLARD - -RE: SPECS --------------~ SECTION -SECURITY BOLLARD@ PLANTING C: DRAWING FILES rlTLE SHEETS CLSB-IP.DWG REI/ISCD: S 1.5 2012 ,/,;--= ---- '-''---·-· -------·---·---- 10 ADJACENT PAVING PER PLAN --------------- (S) STANDARD INSTALLATION W/ --------~ #3 REBAR AT 18" O.C. PER MANF. RECOMMENDATIONS DETAIL SECTION -TREE GRATE AT PEDESTRIAN CONCRETE PAVI~~ 09 URBAN ACCESSORIES "JAMISON" ------f---~- TREE GRATE OR APPROVED EQUAL, RE:SPECS -"S" STANDARD INSTALLATION PER MANF. RECOMMENDATIONS ·I I • ADJACENT FIXED BENCH PER PLAN ------t,t : ' EDGE OF GRATE SEGMENT PER-----t-,--+--.+---+-- MANF. RECOMMENDATIONS ADJACENT PEDESTRIAN CONCRETE --1-t-'---t---+-.~ PER PLAN -ENSURE 8' MIN THK TO RECEIVE TREE GRATE REBAR INSTALLATION OPENING IN GRATE FOR TREE -----+'--c' -+---+--+-- PLANTING cl FM TREE UPLIGHT-------t,----+--"-1---:--t= -COORDINATE MOUNT W/ MANUFACTURER TO ENSURE A FLUSH FINISH GRADE <J SUPPORT RIB, TYP 09/L409 d cu d cu ----------------------------=.-------=-··;:--------·-------·~-_1 _______ ~-----------.·----,;; ( ' ---• , .. NOTE: 1. SUBMIT SHOP DRAWINGS FOR APPROVAL BY STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 1/4" THK WEATHERING STEEL PLATE ATTACHMENT WELDED TO 3/8" U BRACKET CORTEN PLATE -PROVIDE 3/4" STEEL GRATE AND BOLTED TO HSS STEEL LIP ABOVE HSS BEAM TO SUPPORT LVANIZED STEEL BEARING HOT-DIPPED GA BARS PER MAN UFACTURER RECOMMENDATIONS CROSS BAR ME MANUFACTURE HSS3 X 3 X 1/4 MBERS @4" O.C. PER R RECOMMENDATIONS . ~ ~ I i; / / / ' V ! / / . ..;-,,: " M / / • • ~□ / f / " V-:;;/ . ' 'B / v,;;--' f: ~ / \: / V / ---/ / • 2" I ,i'--,i' 0 UJ SECTION -WEATHERING STEEL MOUNT AT PEDESTRIAN ~~,i.~-~-:. 06 NOTE: 1. SUBMIT SHOP DRAWINGS FOR APPROVAL BY STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. ---· • SECTION -PEDESTRIAN BRIDGE HSS STEEL MOUNT!"~~~~ 0 5 SECTION -CAST-N-PLACE CONCRETE CHE~,~-,~~~ 02 NOTE: 1. FIELD VERIFY ALL DIMS PRIOR TO SUBMITTAL OF SHOP DRAWINGS 2. SUBMIT SHOP DRAWINGS FOR APPROVAL BY STRUCTURAL ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND INSTALLATION. 3 X 3 X ¾ BELOW, TYP ------------+ -PROVIDE (2)-5/8" DIA. X 4" EMBED HILTI TZ BOLS@ EACH TUBE AND@ 12" BETWEEN EACH TUBE 2'-0" X 8'-0" HOT-DIPPED GALVANIZED STEEL -------IF McNICHOLS BAR MESH GRATE OR APPROVED EQUAL, RE: SPECS 7'-10"L X 8" H X 1/4"WEATHERING STEEL EDGE -----~11 1" WIDE HOT-DIPPED GALVANIZED STEEL---------iF WELDED TO CORTEN PANEL AND BOLTED TO HSS 3 X 3 BEAM BELOW TO CONCEAL ANCHORS, TYP HSS3 X 3 X j BELOW, TYP. ------------It• EDGE OF 2'-0' X 8'-0" GRATE --------------i- A DJ ACE NT 6" WIDE CONCRETE CURB-------------, -FINISH GRADE OF CURB TO BE FLUSH WI TOP OF GRATE 2'-0" , 4", 'I 2'-0" CONCRETE CURB, RE: CIVIL -----------------------~ CHECK DAM NOTCH----------------~ I CONCRETE CHECK DAM W/-------1~=6="•1'== '==3='-0="=s--hi<-------3-'-0_' --fti_ FORMLINER FINISH i ]-'>. ~;j:L~r~~SF;~~~:;::~A~E~~~;iNISH-1 f---h---_-j•~,~ ' ,, ·_.'°' : : ~-; ! : ~~o~~:~1:ED ~E~H~~tHDAM PLACEMENT ·: I; : ··::::::=="==' :'"•--'.'_ °::. ,r::: ___ "-::::: .. ~.==--:::::,-:t" ~.:::::. i-------t ~ 18" DEEP ENGINEERED SOIL MIX -" ' ---,, , , • -.-• -RE: SPECS f---t---~-.-. ---.. ---'--,---_-_~,~--,-,~'----.I CONCRETE FOOTING -------~t__+-,;' mcn'.,;';,,,_p--,,-"""-;-,-,~r=-rio:,(-"'~-+:• =-;J--· _J'" -----. AGGREGATE PER CIVit----------'°ti;✓}-;")<f/:f}' .,., , ,.-~ ·o i x.,'...{:rb inr-;;--A,r I 6" I CONCRETE FOOTING BELOW -----+-f---~ 6' CURB, RE: CIVIL-------+- I CONCRETE CHECK DAM W/ -----+--+----< - FORMLINER FINISH, RE: SPECS PLANTING PER PLAN -------+--+--,-- 3'-0" d " . . ,. . ELEVATION 1 '-0" . 'I . ,, c=J CHECK DAM NOTCH ------i-----r--t=---=="==~=---='---I - PLAN 3'-0' " , - I 6" I PLAN/ELEVATION -CAST IN PLACE CONCRETE CHE~~e.~,~~ 01 APPRO VEO FOR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BU IL T" RCE __ _ EXf-' ____ _ DATE REVIEWED BY: INSPECTOR DATE 1---+--+---------~f------+--+--+-----1~8 ~C~I~T~Y~O-~F~CA-RL-SB~AD~~5 ~ PI_ANNING DIVISION ~ ~L=A=::;N;:DS;:C;:A~P=::;E~IM::_=P=:::R=:::0;:VE~M:;E=:::N;:T=P=:::L=A::_=N::_=S=F;:O=:::R;::==:--::'-'= FLORAL TRADE CENTER - COMMERCIAL 1--------+---+-----------------+----t---f-----+---1 I APPROVED: , /,( , lL I i.CC_z.\ q, <E3\ 4Ii __ _ _--\ -_\ · I.:._ PLANNING _ -----~------------------+----+-------1-----1--~~o=w=-=N=:::::B=Y:==:;:A::_=M=;-,::::==P=R=O=JE=C=T=N=o=.===;~o=R=A=W=IN=G=N=O. DATE INITIAL DATE INITIAL DATE INITIAL Nr DlSIGNER OF WORK Expiration Date: 9/J0/15 CJIKD BY: r CD 13-18 48Q-9L REVISION DESCRIPTION RVWD BY OTHER APPROVAL CITY APPROVAL : ---- •, ' ' ' J i i' ' ' ' ;', i! ,:, j. ' ,, ' ,. ' '•·, BIKE RACK -RE: SPECS ALL-TH REA D W/ LOCKING WASHER TO CREATE A FLUSH MO UNT W/ FINISH GRADE MOUNT@ DECOMPOSED GRANITE BIKE RACK----------~ -RE: SPECS 4" X 1 /2" ANCHOR BOLTS, TYP ------Jt------<-~ ,I " <O ' N <O ' N PEDESTRIAN CONCRETE PAVING PER PLANS -THICKEN SLAB@ BIKE RACK LOCATIONS TO RECEIVE LAG BOLTS V 7 lf of ~ ~·r-=::c~-;:. U -~ 11·--/~- " co ,, r·•1i 111 1 .. ,.1 I .. . 1i 1 ! ,, SUBGRADECOMPACTEDPER ____ ___::;4,(::v=·=•=•1_:--_--_:i_i_c_=_i3_''~-··~-i:_I-_'_·_•--_· _· -,f- GEOTECH REPORT MOUNT@ CONCRETE PAVING SECTION -BIKE RACK MOUNT 10 C· DRAWING rlLES TITLE S"-IEETS CLSB-IP.DWC REV!S[D: ti 15 2011. HORSE SHOE BOX FILLED W/ SAND TO 8" IN DEPTH ----------~ 4" THK EXTENDING CONCRETE THROWING----~ PLATFORM -RE: HARDSCAPE SCHEDULE I I FLUSH 1" WIDE X 1/8" THK CONT. GALVANIZED ----+----5J.__--"---.,,.</ STEEL BAND W/ WELDED EMBED ROD TO PROTECT CONCRETE EDGE ALONG HORSE SHOE PIT Li <J 8" THK PITCHING PLATFORM----------t--~ -RE:HARDSCAPESCHEDULE 1" TYP SECTION -STEEL PROTECTION BAND@ HORSE SHOE P~c:C,~.?,~ 0 8 RM 8" THK PITCHING PLATFO -RE: HARDSCAPE SC HEDULE 6 X 2 X 1/4 WEATHER STEEL FOUL LINE ING HSS EXPANSION ANHOR 4" THK EXTENDING C PLATFORM ONCRETE THROWING -RE: HARDSCAPE SC HEDULE 4" COMPACTED AGGR EGATE <[" _, I<"" ~, " ' " -, ,, sl ., ' ,, r ' •.\ / -~----. ·c:::2::-~J ' ' -·-== ' ' ,, ..I. ., .\ " ., I ' _.J, _/( ./( _, Y·i'. ,< \__ 1 I·· ~ " ,, (J :_7_ -/ ' /,_ "-{"'T i t / J I .. ,... . .:~9 ·--1r· J'-, ~ ; t:· ---C'[C/r•< ,, . .\ /i,-j ) ,-•<0 - ' '' ,, . .l " / ' " ,.i I / ., ' _,)<1 " J SECTION -WEATHERING STEEL FOUL LINE@ PITCHING PLA:C~?,R~ 0 7 3 X 1 X 8MM WEATHERING HSS STEEL _____ __,, ___ ___, EMBEDDED INTO CONCRETE CURB ·--,-.-·-.--.-------- -1-'.'; ,-, 4" DG INSTALLED IN (2) 2" LIFTS----------P""" , • • 1-:-ff 6" X 6" CONCRETE CURB TO RECEIVE -------+=~_~I 1 ,='.---~ · I: --:cc i,'--- WEATHERING HSS STEEL • I ' : : ; 'fi I ii, '' i PROVIDE WEEP HOLES AS NECESSARY , JU 6::,~f iJ[_ ', <O DECOMPOSED GRANITE 4" THK EXTENDED CONCRETE ---------------~ THROWING PLATFORM -RE: HARDSCAPE SCHEDULE FOR COLOR AND FINISH FLUSH EXPANSION ANCHOR ----------+--------+--~ 4" THK DECOMPOSED GRANITE-------+-~ ,, / -INSTALL IN (2) 2" LIFTS I ~ -------( :::::.~<J,j 3 X 1 X 8MM WEATHERING HSS STEEL ----=""'-----...a.!!; --·•·j-1---=,J ' SECTION -FLUSH WEATHERING STEEL EDGE@ DG & P~~'~'~'~-~,~-06 SECTION -FLUSH WEATHERING STEEL EDGE@ HORSE SHOE PIT PLA:C~,?,~~ 03 4X4 WOOD SLATS TO MATCH ARCHITECTURE--~ -MILL TO CONCEAL HSS TUBE STEEL -WOOD TO MATCH SITE DECKING/FURNITURE ADJACENT PLANTING PER PLANS -----------------, 3/8" GALVANIZED STEEL PLATE--------------- 1-1/4" HSS STEEL TUBE WELDED TO STEEL PLATE---------~ 4X4 MILLED VERTICAL WOOD SLATS TO------------~ CONCEAL HSS STEEL COUNTERSUNK & PLUG SCREWS--------~----~ CONCRETE PITCHING PLATFORM -----------;1----~ , I 1" DIA. SOLID GALVANIZED STEEL PEG -----~' I !':24~~~: ;~~~~;:i~ ~S~AND ---~ ~' J STEEL FOUL LINE , ~ I: ;.'._ -RE: 07/L410 · · I'-;-"-· l~---lllc--00-'k-~-.,---+-~h--'>r--'"~:;wc-'k- -RE: 08/L406 · · ···· · ·1 · - 20"X20"X1 O" CONCRETE BASE ------+"'i."r! -'-"i'F+'--... =. -ir--c-:-:-; : --\ j-- · 1'-6" 1·-(3" ····· ! f 1·-s1 • ;_r-s· · 11_ 1' DIA GALVANIZED STEEL PEG----~--~--~:: I COMPACTEDSUBGRADE------------~· PROCTOR TO 95% DENSITY 4" THK EXTENDED CONCRETE--,--" ........ 1 •··· ~ t I' PLATFORM -RE: HARDSCAPE SCHEDULE 4" COMPACTED AGGREGATE-~-,-,' BASE 20"X20"X10" CONCRETE BASE-------~ COMPACTED SUBGRADE ----------~-~ PROCTOR TO 95% DENSITY I 0 ' "' SECTION -CUSTOM HORSEHOE BACs~~;iz?,~ 05 SECTION -CUSTOM HORSESH~'~".~'~: 0 2 NOTE: 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. DECOMPOSED GRANITE, RE: SPECS-----------------~ 3 X 1 X 8MM FLUSH WEATHERING HSS STEEL EDGE ----------~ TO CONTAIN DECOMPOSED GRANITE, TYP -RE: 06/L410 BASIN FILLED W/ SAND ---- EXTENDED PIP CONCRETE PLATFORM-~--~~ 6 X 2 X 1/4 WEATHERING HSS STEEL ---+------1 FOUL LINE -RE: 07/L410 40'-0" 06/L410 1·DIA.GALVANIZED ····•r' ·, .. 0 ·· ~LI'. , :"· _]~>--- STEEL PEG ·. , . . . . ' . .. . 06/L410 gJ. '--'""'-,~-· ·.,.· .. "' , ·.· . . . .. . ·. . r '"':._~_-_· ... -:~--_,-.-.--.-.~<-_·._-_:-·:---.. ~ .. _-_:_,.-. ,:~ .·_: ·:. :· r · .: .. -:. l ~1 I, 14'-1" b I, 9'-10' I, 3'-1' t 3'-0' µti' 1 1 48'-0" t l r 1- ~ ,. ,, ... 1" GALVANIZED STEEL . . I ·I'-. .. . •' . BAND TO PROTECT -p~ 6'f 1" I, CONCRETE PITCHING I 1 PLATFORM ,r -RE: 08/L410 9'-10" PLAN -HORSESH~.:.~.I~ o 1 APPRO VEO F'OR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA . "AS BU IL T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE >---~~-=---+--. -==--+---_ -_ -_ -_ -__ -_ -_-_··==--------=--===================:===I J ~ITY PL?NENGCD~~o~SBAD_ m --------------· - t-------+--+-----------------t-----+-------,----+-----1 LANDSCAPE JMPROVEM!cNT PLANS FOH: • 021u9 ·/015 • ~l;,[i:0 /:\.lfrj/;~'° DATE INITIAi DESIGNER OF WORK Expiration Date: _1fl_gj15 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL -- DATE INITIAL CITY APPROVAL FLORAL TRADE CENTER - COMMERCIAL I APPROVED: (~;&\ 4, 811..o-Jt 'f. 1. 1"5"' PLANNING DWN BY: dM I PROJECT NO. I DRAWING NO. CHKD BY: N~-CD 13-18 RVWD BY: 480-9L I 'l ,t:t J I Ji: 11, !' . / .<r • I ·I J 1; :'.i, . ,;/ ' l:; i'; • i : r ' . r NOTE: 1. ENSURE UPLIGHT IS POSITIONED ON CENTER W/ BOARD JOINT. 2. LAYOUT TO BE CONFIRMED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TREE PLANTING PER PLAN EDGE OF TREE OPENING 1X6 WOOD DECKING TO MATCH ARCHITECTURE TREE UPLIGHT INSTALLED FLUSH WITH GROUND -RE: ELECTRICAL SHIM FOR LEVELING AS NECESSARY t I I I I I CONDUIT RE: ELECTRICAL POURED IN PLACE CONCRETE r---- :t'f'\lti:J~:~~i~~'fif'd~ ___ s( LEVEL SURFACE MUST BE PROVIDED FOR PROPER INSTALLATION GRAVEL DRAINAGE GRAVEL -RE: SPECS PLANTING MIX -RE:SPECS ::.' \ \ <~ _\\_::,\ \-_:~,J\ \ \-;~-)J-_j 7 1/4" 1 '-6" VERIFY 1 '-6'' VERIFY SECTION -FM TREE UPLIGHT IN WOOD DECKING (6) #8 VERT. HOOK AT BOTH ENDS----~ #3 TIES@ 12" O.C. --------¥--.-.,__/ FIXTURE SPECIFICATION,--------------+- ·RE: ELEC 1 1 1 '-0" -,f-r FIXTURE ANCHORED---------------t-,-1 PER MANF. RECOMMENDATIONS 12 1" CHAMFER, TYP. ---------------,,,-"F=t=i""-------'k- FINISH GRADE CONCRETE FOOTING, -RE: STRUCTURAL ENGINEER -!1,-. I. -~,f- _J ~ :) l-o :) 0:: 1- (/) u..i 0:: l RE: STRUCTURAL SECTION -SL 1 -LIGHTING FIXTURE FOOTING SCALE: 112" ~ 1'-0" C: DRi\WNG FILES TITL[ SHEETS CLSB-IP.DWG t~EVIS[U: 5 15 L.012 10 CONDUIT OPENING ---------------~ RE: ELECTRICAL GALVANIZED STEEL MOUNTING BRACKET----------~ RE: ELECTRICAL WALL WASH LIGHT ---------------~-____ ,1__ __ RE: ELECTRICAL V -{---fjct,::j,:;J, ADJACENT PAVING PER PLAN-------~ CAST IN PLACE WALL PER PLANS ' ! PREPAREDSUBGRADE-------~- RE: GEOTECH REPORT -' __ I: -1 =! _:_J =-1 NOTE: SEE PLANS ANO CONSTRUCTION DETAILS FOR WALL HEIGHTS AND CONFIGURATION. /2 • • • -=1 •-,---, I -,--I VARIES -~.,_, __ P_E_R ~PL~AN~-,r'- SECTION -FK WALL WASH LIGHT MOU~!},~,~-09 (6) #8 VERT. HOOK AT BOTH ENDS~--- #3TIES@12"0.C. ------- FIXTURE SPECIFICATION -------------+ -RE: ELEC FIXTURE ANCHORED--------------f1-1-r1 1'-0" PER MANF. RECOMMENDATIONS 1" CHAMFER, TYP. ---------------,r"'F'i'=i'd.,,_------'k- FINISH GRADE-----------s CONCRETE FOOTING,----------+c---,+::_-"---, ---=-~,i.,,_ -RE: STRUCTURAL ENGINEER ·-. ':-- . . I - ---- _J ~ :) t; :) 0:: 1-(/) w 0:: SECTION -SL2 -LIGHTING FIXTURE F?c~,~,~-~1~ 0 7 WEATHERING STE PER PLANS IN GRADE LINEAR RE: ELECTRICAL EL WALL WALL WASH LIGHT 'i. l . 6" ' ' , 2" CAST IN PLACE CO NCRETE rMINi -t ;; .. ;! PLANTING MIX WATERPROOF J-B CONDUIT -- RE: ELECTRICAL OX PROVIDE A MINIMUM OF 6" PEA GRAVEL------ TO MAINTAIN PROPER DRAINAGE NOTE: MORE GRAVEL MAY BE NEEDED IN AREAS THAT HAVE POOR SOIL DRAINAGE AND/OR ARE SUBJECT TO FREEZE -- : .. ! .. - l -- -I~[: -1 +"1 ' ' 1-~ i I ✓---~·✓✓- SECTION -FALIN-GRADE LINEAR WALL WASH ;;,~,~l. 06 (6) #8 VERT. HOOK AT BOTH ENDS --- FIXTURE SPECIFICATION, -------------f-i -RE: ELEC FIXTURE ANCHORED---------------+-, PER MANF. RECOMMENDATIONS EXPANSION JOINT-------------~ SEE DETAIL, LOCATIONS PER PLAN REINFORCED PEDESTRIAN CONCRETE PAVING ---- SEE DETAIL, LOCATIONS PER PLAN FINISH GRADE----------~ 1 k 1'-0" FLU r--~LUSH ,. "' . 18"LANCHOR BOLTS CONCRETE FOOTING, =~~ -- T~-. ~~~-' ·~:.:: .. '/ ~ -RE: STRUCTURAL ENGINEER 'if\ ---I I ffl. 1" l 1 ~E:~TRUCTURAL SECTION -SL2B -LIGHTING FIXTURE FOOTING IN PEDESTRIAN co~C~LE~/;~.~ 04 COLUMN -RE: ARCHITECT AND STRUCTURAL j -,-jl'.-L, ~--,-,-•~·~·"" 0 ~~~~Eg;:~~~~~A6~UR_E_R-----------t~r--- RECOMMENDATIONS ~ OPTIONAL--------------------~ STABILITY FLANGE ELECTRICAL CONDUIT PER CODE -RE: ELECTRICAL SECTION -FAD -DOWN LIGHT@ ARCH C~:,~,~,~-0 3 ~--(6) #8 VERT. HOOK AT BOTH ENDS SPLICE ACCESS _____________ _ ~fl FIXTURE ANCHORED PER I lJ MANUFACTURER RECOMMENDATIONS 1" CHAMFER----------------~ ADJACENT PLANTING PER PLANS------~ FINISH GRADE PER PLAN,,__------~ -==i~'11~-- CONCRETE FODTING,---------~++--H+~..c+ -RE STRUCTURAL ENGINEER L J ' ',' 11_011 CONDUIT ---------------='=:1:t=-:::::j,._____j...:J.l+ RE: ELECTRICAL .... 1, , . .. . t, lliLSTRUCTURAL _J <l'. a: ::::, t; ::::, a: t;; LJ.J a: APPROVED F"OR !RR/GA T!ON AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PLANTING /\REA. "AS BUILT" SECTION -SL3 -LIGHTING FIXTURE F?c~,~,~~1~ 01 RCE __ _ EXP. ___ _ DATE ~ REVIEWED BY: ~ INSPECTOR DATE ~ CITY OF CARLSBAD ~ 0 PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL -- t---t-----j-------------+----+---+--+------i I APPROVED (C£.;J.\ c'..::f, t.ll ..A\::: PLANNING DATE INITIAL DESIGNER OF WORK Expiration Date: 9/30/15 REVISION DESCRIPTION DWN BY: DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: !JM-1 PROJECT NO. I DRAWING NO. CD 13-18 480-9L LJE tH1,ll'<111 I 1:• -1 :r ., ' ,/ I, TRUNK OF TREE FINISH EDGE OF FASCIA BEYOND-------~ TREE PIT FILLED W/ 2-3" DECORATIVE GRAVEL-- TO 2" ABOVE BOTTOM EDGE OF CORTEN FASCIA 6" CORTEN WELDED TO ROD ASSEMBLY -~ EDGE OF FINISHED DECKIN G ABOVE -PROVIDE 1/2" OVERHANG EXTERIOR EDGE OF CORT 3/8" GALVANIZED ROD ASSEMBLY WI FLAT WASH ON EN STEEL ER TRUNK OF TREE PLANTING 1/4" THK CORTEN STEEL FA WELDED TO GALVANIZED R SCIA OD BLOCKING - -- I,= - - 2X10 PRESSURE TREATED 2X10 PRESSURE TREATED JOIST, TYP~ ~ SECTION -If ' II =·=-·= - I 11 - PLAN .. ·-~--=~- '~ --~~ ■" ~~'0 '· . ,4 . .,•,,-., __ , - 00 J-""' -~ : \/ /i 0 I tO -Tr Cl. 0 "' i"= .. ·~, ·=.__._,..-Y - II II _J .,. -;=c, ~-~~=··· ' : r-=. t=O ' I ' ' -1-, "'" FF "-' ' ~ ' ' ' ' ' ' -' I ' :F F~ ' ~ ' ,! ~,r.or., ... -•-•••o••-.J II I II - SECTION -TWIN JOISTS@ DECK TREE PLANTING, TYP. 10 C: or~AWING nLES TITLE SHEETS CLSB-IP.lJWG RE\/ISCD: S 15 2012 5/4X6 PREGROOVEO WOOD DECKING ------------------, W/ IPE CLIP EXTREME FASTENERS -RE: HARDSCAPE SCHEDULE FOR COLOR AND FINISH ====----------2X10 PRESSURE TREATED JOIST 3/8" GALVANIZED BOLT ASSEMBLY W/ FLAT WASHER, TYP 6 GALVANIZED TOP FLANGE -TWIN JOIST HANGER 6 (2) 2X10 PRESSURE TREATED ~ JOIST SECTION 2 5/4X6 PREGROOVED WOOD DECKING----~ -RE: HARDSCAPE SCHEDULE FOR COLOR AND FINISH (2) 2X10 PRESSURE TREATED ---+---- JOIST T ' GALVANIZED TOP FLANGE ----=---=------I- JOIST HANGER 2X10 PRESSURE TREATED JOIST 3/8" GALVANIZED BOLT ASSEMBLY--+---~@ W/ FLAT WASHER, TYP -PROVIDE 8" OFFSET STAGGERED PATTERN SECTION 1 2X10 PRESSURE TREATED JOIST 3/8" GALVANIZED BOLT ASSEMBL y W/ FLAT WASHER 2X10 PRESSURE TREATED JOIST PLAN I - I - ~ 6 61 ~ ~ -,n, ,µ I PLAN/SECTION -TWIN JOIST@ TR,::,~!.l o 7 2X4 PRESSURE TREATED SLEE PER ECKING, TYP 5/4X6 PREGROOVED WOOD D W/ IPE CLIP EXTREME FASTEN RE:HARDSCAPESCHEDULEFO ERS R COLOR & FINIS ADJACENT REINFORCED PEDESTRIAN CONCRETE----------------, PAVING PER PLANS PROVIDE 1/8" GAP BETWEEN FINISHED----------------, SURFACE OF WOOD DECKING AND CONCRETE 5/4X6 PREGROOVED WOOD DECKING---------~ W/ IPE CLIP EXTREME FASTENERS -RE: HARDSCAPE SCHEDULE FOR COLOR AND FINISH 2X4 PRESSURE TREATED SLEEPER W/---+------- SHIMS/PEDESTALS TO LEVEL AS NECESSARY; ANCHOR TO CONCRETE W/ COUNTERSUNK WEDGE ANCHORS REINFORCED CONCRETE SUB-SLAB -SLOPE SLAB TO DRAIN PER CIVIL 1/2" x 9" GALVANIZED DOWEL@ 18" O.C. PREPARED SUBGRADE ------+----~ RE: GEOTECH REPORT SECTION -WOOD DECKING ON SLAB@ PEDESTRIAN CON~~E~!,.:, 03 -,, " " " -== SHIMW/ BISON FIXED HEIGHT PLASTIC RUBBER INSERTS FOR LEVELi NG AS NECESSARY 2X10 PRESSURE TREATED JO 1ST GALVANIZED TOP FLANGE HAN GER L ER ANGLE 2X10 PRESSURE TREATED SIL 3.5" GALVANIZED STEEL LEDG W/ EXPANSION ANCHOR INTO EDGE OF CONCRETE SLAB SELF-ADHERING WATER AND ICE MEMBRANE THICKENED I I '" I' "" I d 0 <I I I ~ <I =.j 6 <1 I, 8" SECTION PLASTIC SHIM FOR LEVELING AS NECESSARY----~r . .. . .. GALVANIZED WEDGE BOLTS ANCHORED--+.-~.--,, .. ,-'--._.-. ---t--H INTO CONCRETE SUB-SLAB . .. •: ". . 2X4 PRESSURE TREATED SLEEPER-----t-~· ... __ ._. ~-~ {} } EDGE OF CONCRETE SUB-SLAB ------t,.;,;,, """m·. -c,,;;;;,;,·,-:y,. ,7,1/,7,7,zi,.r,s, 2X10 PRESSURE TREATED SILL----~ 3.5" GALVANIZED STEEL LEDGER ANGLE --t---~ W/ EXPANSION ANCHOR INTO THICKENED EDGE OF SUB-SLAB GALVANIZED STEEL TOP FLANGE HANGER-------- 2X10 PRESSURE TREATED JOIST----------~ PLAN V ! 6 .j <J .. . : . . : • l • ' • • SECTION -WOOD DECKING ON SLAB@ PLA~!el,~18,_ 0 2 BISON FIXED HEIGHT PLASTIC-------------, SHIM W/ RUBBER INSERTS FOR LEVELING AS NECESSARY 2X4 PRESSURE TREATED SLEEPERS ______ _,_ LAID OUT PER PLANS -RE: DETAIL PLANS GALVANIZED WEDGE BOLTS ANCHORED--------h INTO CONCRETE SUB-SLAB 16" 16" TYP TYP APPROV[O roR /RR/GA TION ANO PLANTING ONL YI INCLUDING PRECISE LOCATION Of PLAN !ING AREA. "AS BUILT" PLAN/SECTION -TREE PIT JOIST@ CONCRETE S~~,:~,;~.8, 04 PLAN -SLEEPER BOARD LAYOUT ON CONCRETE SL!~;,;,)'jJ O 1 RCE __ _ EXP ____ _ DATE REVIEWED BY: IL 4121 INSPECTOR DATE 1-----i-----i-------------i-----i----i-----i-------1~~C-I_T_Y_P_L?_N_E_NG_c_D~_v1f_10_~_s_B_A_D~m 1----+---t----------·-·---·-----------+--- DATE INITIAL FC~LW DESIGNER OF WORK Expiration Date; 9/30/15 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL __ --1 APPROVED: PLANNING OWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: /\M NF PROJECT NO. CD 13-18 ,,, t I NOTE: 1. CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. t I ,f 11'-0" 1v 10'-0" -' " b ' ' " () <l ' 6 ' ' ' ' " I ,, 1,, -:-:-! - llllll!TI-11111111111111111111111; PLAN -WOOD DECK 2 FR!~,~~1~ 0 7 C: DRAW;MG I:-iLES TITLE SHEHS CLSB--I1-'.DWG REV;S[D: 5/15 2012 NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. 8'-0" I 12'-0" '~ ' ,t " 4 t. t.. "] b " " 2'-0" F 8'-0' ~ 10'-2" .6 I, O~lL~12 ~ '1v " " ,.. r ' PLAN -WOOD DECK 2 CONCRETE su~:,~,;~8, 0 3 NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. ADJACENT PLANTING PER PLANS-----------------------------------------~ ADJACENT BUILDING FACE ADJACENT DECORATIVE PAVING PER PLANS-------~ JOINT BETWEEN DECKING BOARDS -ALIGN JOINT W/ FACE OF CONCRETE BENCH,TYP 2" x 4" WOOD SLEEPER BOARDS ON CONCRETE SLAB 5/4" X 6" WOOD DECKING- -RE: HARDSCAPE SCHEDULE FOR FINISH " - \ -I---I-- L412 ' / ·--~Ltf<-.·· g,::::i'' ~ "' >-"' u._ ' er: 0 LJ.J N > KT"'"" J ' ' " ,, NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. ADJACENT PLANTING PER PLANS-----------------------------------------~ ADJACENT BUILDING FACE------------~" ADJACENT DECORATIVE PAVING PER PLANS-------~ EXPANSION JOINT IN SUB-SLAB, TYP ' ~ ~ ""I" ~~~-'is;.... 11 '-9" 7'-9" 11'-9" 7'-3" 11'-9" 5'-2 1/4" ,r------,i'----,<,------.,.~---,r-------,,,--<-V-ER-IF0' ~ • >-N u.. -' er: 0 LJ.J N > APPRO V[O FOR /RP/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCATION OF PLANTING AR[A. "AS BU IL T" PLAN -WOOD DECK 1 CONCRETE SU~c:,~,;.~.~ 01 RCE __ _ EXP. ___ _ DATE DATE INITIAi. DESIGNER OF WORK Expiration Date:__WQL~ REVISION DESCRIPTION --·-·-__ ,, ---+----+-- DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL REVIEWED BY: INSPECTOR DATE SHEET CITY OF CARLSBAD ~ 22 PLANNING DIVISION 5 -···-LANDSCAP!c IMPROVEMENT PLANS FOR FLORAL TRADE CENTER - COMMERCIAL APPROVED: ,~1 _ E:Jt L -·~ ~-.~ -'t-_l_· i,s-. PLANNING DWN BY: !JM I PROJECT NO. I DRAWING NO. CHKD BY: /'1E CD 13-18 RVWD BY: 480-9L ----------------L ------- NOTE: 1. CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. ADJACENT FB3 FIXED BENCH PER PLANS ----------------------~ ADJACENT6"WIDEDECORATIVE--------~ ft t t AGGREGATE BAND PER PLANS, TYP 1, 6'-0" 1, 10'-0" 1, 0'-0" 1, 10'-0" 1, 10'-0" 1 5'-1" 1, 15'-0" J, ADJACENT DECORATIVE PAVING PER PLANS ---~ -)'--f-------1)1~03-1-L4-12---/-1-----.,1~--+---.-E1-----.)1~---~,,,_r---,i'--1 ----0-31-L4-1-2-1 2x4JoIsTsPACED16"o.c .. TYP---~ , 1 r 1 ,. , •• 1 •• , , , ,. , , 1 , , 1 , , 1 ,,, '·" , ,Fl I, 14'-0" 'I ., l I ' ' ' , ' 5/4 X 6 WOOD DECKING, TYP f'./'''?'.'.'.:'. ""'i 0") J--+--1--~,-+,----l:.i l.. ·.·.· .... i ... i\······ -RE: HARDSCAPE SCHEDULE , ( f < ! , _. i ) _. ,~-~-·. ·+' ._. _. __ ._. ·~··· >1 02/[4jz JOINT BETWEEN DECKING----,J-t+-tt-o--tt-tt---tt-++-.. _ {'.'.'.·."·=·· ~ · -... ' _1 10 1_._. . . . 1 .. 1-----1 --11-----+: ----•:.• •. ·.<!· .. ·.·<f'±D< ;~~i~t~if :~:JsRJ!:~~~~ ,/," --tt-tt-11,---~ ---: ~ --_ ,\ L412 . WIDTH BOARDS@ TREE PIT I EDGE OF TREE PIT IN SUB-SLAB, TYP ~ 3-112" GALVANIZED sTEEL--,.-.1--'1f---ll-H-ff---H-ll-lf--+t-H-ll--+t-H-ll--+f--.... ,~•·•·~•··•· ,Ht-11-ff---ff-ff-lf--+t-H-IH-lh lfn'1--Lllhrll-+I-J LEDGER ANGLE, TYP " 1 t ;;~;;.,J 0 I 2 ADJACENT PLANTING if--~ :~~~c:~BUILDIN~./¥···•·1"'•> .... '"'·•c.:.;·•·•·"'·•· ..... ··•··.,,,_·,;.:,·,...·,;.:,·,.,_·"-·:··:· ::::_,•--'· =~•-"-.• ~·-"•-:·.~·.;.;.···~·;.;.····: .. ~ ..... -"--,-'"--"-.!J...JJ--"-.!J...JJ-"-.!Lil-"-.!Lil-"-~-"--il...il-"--il...il-"--"--il_Jj_J"-"-_Jj_J.LJJ-..il-JLIJ....il-JLIJ...JJ...LWJ...JJ...LL.JL.JJ...LLJj_..!!...!,LJL.IWJ--"-JliC;c../~>~•·~• ~--"-'= \. i--i"'--- l uo --'\---,as:-04 I I 01 \ ~11u -L412 L412 I J Al I I"~ ~mtG ... ~ -- -•-· L PLAN -WOOD DECK 4 FR!~,~~,~ 0 8 1 '-1" PLAN -WOOD DECK 4 CONCRET~,,~,;~~ 0 7 ' C: DHIW/!NG I:ILES II ILE SHEETS CLSB-IP.DWG REV,SCD: 5 15 2012 NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. 2 X 4 JOIST SPACED 16" 0 C TYP ., ,, , ~--fl; I:· RE ---J1, WALL PER ARCHITECTU 5/4 X 6 WOOD DECKING -RE: HARDSCAPE SCHE Ii -----pi ---&.- TYP '' , I' DULE! ); T JOINT BETWEEN DECKIN G .... ,. 'Ii BOARDS, TYP ADJACENT BUILDING & DOORS PER PLANS f =--;! ' Ii r p_ ' ! ~ 9'-6" VERIFY n······- -01 ._L412/ ·-···- -------------- ,, 10'-0" , I I I ""------ ---~--w~ 1 '~4 · 4 -~ ; --.. . ----·-- ~•-.-c ••""'-• --------------- r 10'-0" ,, , I I I --I ------, -· ' -----"·------------------------- 10'-0" ,, , I I ' "' c-+--H--+-+ «=-P 0 .' !fllfilt ' 111 , _________________ ! !I I"" I NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. CATCH BASIN CONNECTED TO STORM -----------~ SEWER SYSTEM, TYP -SLOPE SUB-SLAB TO BASINS TO DRAIN 15,_0" 12'-6" -LOCATIONS & SIZING PER CIVIL ~ ,'' ,r- Ji I• , I I I I I I I I I WALL PER ARCHITECTURE 11,.:: . . • " ·.·, ,--·····: "·. --· ..... . .... . ...... 1• , -·· .. _ . __ .. -: _ ·:·-i;_:i I ! !· • 4 4 • • • • ' • • • • • ,j • .. • ! ,, I' ' • ., • • • , , 4 , i,.; ,4 :t·. 4 .. 4 • ~ : •• : •• • 4 • • -" • 4 • ~ • • • • • • • ·": I EXPANSION JOINT IN 11i i . · -_. · · · . · .. . I · -: .... ·, :-·. -'. ' 1.-', ·: .. : . . r . coNcRETE suB-sLAB, TYP J !. '. ._ :·: > -· .: 1: : .-· : · .· • · :. _ ·. ·_,1 ·. · · .: --.. · z n ·1. I!] REINFORCED CONCRETE--,-+-..---: , · · · . · · · , . . : .. , . • · . ' · , , g .. ,,. I DEPRESSEDSLAB (1, _, ': : :·· 1:· , . .,· i _· ·,. ·. ·: ·1··.·-.' ·,.": ... Ii ADJACENTBUILDING& ~ ' .. ' ... , ; · · .. ·_·. ; _' · ;11 ·• :/'-( • " 11 . • . •• ·• . . . . . -•. I ·'j, . r DOORS PER PLANS 1 ,-_ , . __ _: , _:___'._ ,. , _ . __ :1-, c,_'__'_ ,•. ~- r· ,-· . r --:111 I 'I; <;_ I PLAN -WOOD DECK FR!~,~~,~ 0 6 NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. ADJACENT DECORATIVE PAVING PER PLANS ----------- JOINT BETWEEN DECKING BOARDS 5/4" X 6" WOOD DECKIN'.:t-.-------~ -RE: HARDSCAPE SCHEDULE FOR FINISH . _. _. _. _. ,· ..... ) I ' .... ,, KIOSK ·.·.·.···' - PER ARCH. PLANS .... 2" x 4" WOOD SLEEPER BOARDS ON-~ CONCRETE SLAB ADJACENT PLANTER PER PLANS----~ "' r-- Cl ' co ' -"1 Ll NOTE: CONFIRM ALL DIMENSIONS W/ PLANS & SITE FEATURE DETAILS. CONCRETE SLAB~------~ RE: CIVIL FOR REINFORCEMENT ADJACENT PAVING PER PLANS-~ ........... ... :.• ._..1,·_.·_._. . ADJACENT PLANTER PER PLANS --~ 40'-0" CATCH BASIN, TYP -----------------~ -SLOPE SUB-SLAB TO BASIN TO DRAIN · RE: CIVIL ,r- r--' APPRO VEO FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE I OCA T/ON OF PI_AN TING AREA. "AS BU IL T" PLAN -WOOD DECK 3 F~!~,~~1~ 04 PLAN -WOOD DECK 3 CONCRET~,,~,;~8, 0 1 RCE __ _ EXP. ___ _ DATE REVIEWED BY: IL 4141 INSPECTOR DAT[ CITY OF CARLSBAD PLANNING DIVISION SHEETS 45 t----------t--+------~~~1----------+------+-------+------I ~ I------+--+----------------~====::;=:~=====;:=:======:===:===============--==~ ----I--- DATE INITIAL . OF CA\.\ DESIGNER OF WORK Expiration Date: 9/30/15 ------------+----+----<---+----< LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL ------------+------,---+-----+----__,-1~~~&1 REVISION DESCRIPTION DWN BY: AM ~--PR_O_J-EC_T_N_O_. -~I DRAWING NO. t--DA_T_E ~I_NI_TIA_L-+-_DA_T_E ~I_NIT_IA_L_, CHKD BY NE CD 13-18 480-9L OTHER APPROVAL CITY APPROVAL RVWD BY: - _.-,--- t I, NOTE: CONFIRM ALL DIMENSION W/ PLANS & SITE FEATURE DETAILS. ' 2" x 4" RIM JOISTS ON CONCRETE SLAB----~-· '; , , ~7:I ;, ~"" 1,y ·,•. CONCRETE WALL PER PLANS '":~ ~ T A/~ .(),___ 4( ' ', . /2 ... ,'. 2" x 4" WOOD SLEEPER BOARDS -/S?fi+c-+H--H--Hf-11 ON CONCRETE SLAB 1X6 WOOD DECKING------ TO MATCH ARCHITECTURE • ·,. 'f------· ' !V ,J,, -. 1 _, ' /-- /' .. ••• • I '· ::;::_ _,_ •· ----~ .',· " •, . I ,;--• .• •',' -----/ 01 , L412 PLAN -WOOD DECK 58 FRAMING C: DRAWING FILES IHLE SHEETS CLSB-IP.DWG REVISCD: 5 15 2012 " 10 NOTE: CONFIRM ALL DIMENSION W/ PLANS & SITE FEATURE DETAILS. CATCH BASIN, TYP ---------"--"-"'I -LOCATIONS & SIZING PER CIVIL ADJACENT DECORATIVE PAVING PER PLANS ---~-.-. _____ .,, ., SW3 CURB PER PLANS, TYP.-----~''-----,.< ' SW3 SITE WALL PER PLANS, TYP'-. ---~?'7'--~4----+ CONCRETE SLAB---------cF/~- RE: CIVIL FOR REINFORCEMENT 15'-0" " "' " O'> ' . ' "2'-2 5/8"-'---~-~--=-<-----"~--~~~' -----..-.-!-+---~-.-EXPANSION JOINT TYP. ---/-";,Lf-.-~f-----,, " " ' 4 4 9'-41/2" ., . " ____ __,, " ,. '• ,:I 4 ••• r[~'-O' ' 4 ' . 9'-4 1/2" <1 " :·.>; ,:j _ _,,__,:j --., -- 4 " 4 : .- . ' 4 16'-0" ~l~ ------~ 2'-0" PLAN -WOOD DECK 58 CONCRETE SLAB SCALE1/8'~1'-0' 07 NOTE: CONFIRM ALL DIMENSION W/ PLANS & SITE FEATURE DETAILS. CONCRETE WALL PER PLANS ------ 2" x 4" WOOD SLEEPER BOARDS -------, ! NOTE: CONFIRM ALL DIMENSION W/ PLANS & SITE FEATURE DETAILS. CATCH BASIN, TYP -----------------~ -LOCATIONS & SIZING PER CIVIL CONCRETE SLAB--------- RE: CIVIL FOR REINFORCEMENT ONCONGRETESlAB ~,. \S ~ • . . \ ()\\.:. ' :_.,.·• ,• , . I·,.'' CONCRETE WALL PER PLANS EXPANSION JOINT, TYP. - ', cl " ADJACENT PAVING ---- PER PLANS .-, .. •·, 1--" .\. > . '" . ' ·_:}: - ,-: ' 11 a,'c:_;,LC: ., ·, .. ~'\.:.-.-~-----. ; ... .' 01 ' L412 '-/ . . I.· .. "/ I~;-\ . ,' ),L_.·.-- L-/.-:. . . -. I 1X6 WOOD DECKING---------- TO MATCH ARCHITECTURE ··.1 1 _, ' . f\-3lf4:'.' '· '1 ... -• 4 ,, " . ,:· ,, 4 '· ,. 4 !', A ' ... -·,1. \ ,. .... .. • ..,___-.,,-----., " ' • 4 " ADJACENT STEPS-·+-+-+----'--~ PER PLANS .. • 4 ------,,----------;,, ., ' 4 4 " 4 ·,. -;, ,:j 4 ':;-" 4. ' •••• ';) 4 -.,----., . ------,j-.::!__-~ _ _..,,,___ • d /._ '.' • . • . ' 4 - 4 9'-4 1/2" r,~ ~ r~ 9'-4 1/2" ADJACENT PAVING PER PLANS ------------ APPRO V[O FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCATION or PLANTING AR[A. "AS BUILT" PLAN -WOOD DECK SA FRAMING 04 PLAN -WOOD DECK SA CONCRETE SLAB 01 SCALE 11a·~1·-o· SCALE 1W ~ 1 '·IJ' RCE ___ __ EXP. ____ _ DATE REVl[WED BY: IL 47 sl INSP[CTOR DATE ~ CITY OF' CARLSBAD ~ 4 PLANNING DIVISION 5 LANDSCAPE IMPROVEMENT PLANS FOR: ,------:~::;::::::_::-----1-----l----l------------------+---+---t-----t-------1 FLORAL TRADE CENTER - COMMERCIAL ,-----+--+---------------+----+-------+----+---------1 I __ AP_P_ R_ov_ED_: ~l¾J~· -\~¼'--+--' ~E::~}\=__;,~J:-- IPLANNING --1-. I . IS I DATE INITIAL DESIGNER OF WORK Expiration Date: 9/30/15 REVISION DESCRIPTION DATE INITIAL OTHER APPrWVAL DATE INITIAL CITY APPROVAL OWN BY: AM CHKD BY: _N-f ___ RVWD BY: PROJECT NO. DRAWING NO. CD 13-18 480-9L ' ' ' I - I ' I ····---------1 i / i ( ! / // ' ~-- ir, i /1' , I --I . LJ I c,, _() C: DRAWING FILF.S Tl-:-LE SHEETS CLSCHP.LJWG REVISED: 5 15 2012 / ~ / /~/ / ~ / · / A 510 -/~ ' / ~ / ·"" ,,, ,,, .. , %/ . -: /, % ~·· .... ,. NEW 4" SEWER PER PL vi. ;: / 'v ~/1/ lr"'•"·''·•'"'""''·1 ·'•·=·•·······,,····,·1 , % ~-"~~-··-"'"'··"'' ~4)')'f½,' ~ ·/4 ;l;mlii&li1Y' -, ½ '/" ' t ' i .· , . ' ·' 7 7 . ·,, -~ ■ SOILS LEGEND ~ SOIL TYPE 1: FERTILE PLANTING MIX ~ 1. ·:,;~ y , ' ., ' ' ., >" •• ·• -.-• -· NOTES: SOIL TYPE 2: BIORETENTION PLANTING MIX OVER PREPARED SU BG RADE SOIL TYPE 3: TURF SOIL MIX OVER PREPARED SUBGRADE SOIL TYPE 4: DRIVEABLE TURF MATRIX SOIL OVER PREPARED SUBGRADE SOIL TYPE 5: FERTILE PLANTING MIX WITH ROOT REINFORCEMENT MATRIX AT SLOPES ABOVE 3:1 RE: 04-07/L-802 FOR DETAIL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION OF EXISTING FILL MATERIAL AND THE INSTALLATION OF SOILS AS INDICATED ON THE PLANS. 2. IN ACCORDANCE W/ CITY CODE, CONTRACTOR TO PROVIDE 6" MOW CURB ALONG PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTY. RE: 11/L4.01 FOR DETAIL G~ '" " " IL 5011 ~ 5 APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS [3 U IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I j SHEETS I PLANNING DIVISION 'i 45 ' LANDSCAPF: IMPROVEMENT PLANS FOR: ,------_-.,.---~::::-----1----+----+---------------------+----+---------jf--------+---_, FLORAL TRADE CENTER COMMERCIAL DATE INITIAL DESIGNER OF WORK Expiration Date: 9/Jo/15 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL I APPROVED: PLANNING OWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWD BY: l~---k'.\ 6\-8\~f '-1--1-1'?_1 ----tJM - I PROJECT NO. DRAWING NO. /',IE CD 13-18 480-9L FOR .. -,1.-J) -"'' ;\---+·--· ·--.. .!. ···:« ,o_. -·-c7· HEF. ;:.:-----<"---·-:" ..... ~_··_··7::;'=''-~:-_--.·_.-_'_~ __ ::-: ~ 1:::zt'.: L-::--_--::/··=--:!~2~.:::: ::::=: .C:L __ .-./ ; \ • \ { .. \ I ·J .. s) ---7-__ .,::_:;:, ' !- --------------------------~--~-- ·····-A ,/ I -Y-.'. \;/;" err·,,,, ! , I " 05.12.15 CONST CHNG DIRECTIVE #1 DATE INITIAL ---------------------------------------~--~.- SOILS LEGEND I NOTES: SOIL TYPE 1: FERTILE PLANTING MIX SOIL TYPE 2: BIORETENTION PLANTING MIX OVER PREPARED SUBGRADE SOIL TYPE 3: TURF SOIL MIX OVER PREPARED SUBGRADE SOIL TYPE 4: DRIVEABLE TURF MATRIX SOIL OVER PREPARED SUBGRADE SOIL TYPE 5: FERTILE PLANTING MIX WITH ROOT REINFORCEMENT il/1ATRIX AT SLOPES ABOVE 3:1 RE: 04-07/L-802 FOR DETAIL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION OF EXISTING FILL MATERIAL AND THE INSTALLATION OF SOILS AS INDICATED ON THE PLANS. 2. IN ACCORDANCE W/ CITY CODE, CONTRACTOR TO PROVIDE 6" MOW CURB ALONG PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTY. RE: 11/L4.01 FOR DETAIL SHEET 26 APPROVED r OR /RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA. "AS BU IL T" lf.i7.17 EXP. g; 30; 20 17 DATE ,:; INSPECTOR DATE CITY OF CARLSBAD SHEETS 45 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL I APPROVED: PLANNING DATE INITIAL DATE INITIAL OWN BY: AM PROJECT NO. DRAWING NO. DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: RVWD BY: CD 13-18 480-9L /5' ro \ _'.j; \ -i~) \ \ ' ' ' • • ' ' -, ';) G, _:.._,, .\':: G1 \ :t~~"' -~~{~~=:co~l I -==,11 / ' ' \ q ····----:-} '•·=·+< ---1,--· \~ ' !o:: L t9J L, _fY1 i I .I i e ···-3 I j /{;:) /\_) / -))~ q, ,J;::::::;;r 0 :::~:-:~ :-~-",,"~",,7 _.., _"°''~c±''.J Jllll'PA'.21' ; -,:~0 \ ,' --¼',x \p , f ~2fit:r:e";;lp==F~~=1:~ :::::~2::2::t:';;~3~f~t~~ ,,--~-~ ,.. _. ,;;!."' /' / -,,-, ;;r,· [;' - , -_ ~ ~~~Ve , _ '~~--"~ -~ • ~~ ,i+.lch _ , --~j~7 ~,,~·:c'c~~·~ ···~~~~~~ .·~~' ~~ ~ ~~ /-I? l-··, ,',, ...... -••N~------~ •---------~•~'.:<~------ SOILS LEGEND fflj NOTES: SOIL TYPE 1: FERTILE PLANTING MIX SOILTYPE 2: BIORETENTION PLANTING MIX OVER PREPARED SUBGRADE SOIL TYPE 3 TURF SOIL MIX OVER PREPARED SUBGRADE SOIL TYPE 4: DRIVEABLE TURF MATRIX SOIL OVER PREPARED SUBGRADE SOIL TYPE 5: FERTILE PLANTING MIX WITH ROOT REINFORCEMENT MATRIX AT SLOPES ABOVE 3:1 RE: 04-07/L-802 FOR DETAIL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION OF EXISTING FILL MATERIAL AND THE INSTALLATION OF SOILS AS INDICATED ON THE PLANS. 2. IN ACCORDANCE W/ CITY CODE, CONTRACTOR TO PROVIDE 6" MOW CURB ALONG PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTY. RE 11/L4.01 FOR DETAIL --.-----------.!.~ APPRO VEO F'OR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA, "AS BU IL T" R EXP. g/ 30 i 20 11 DATE REVIEWED ~Y: ~~~ Sr-~1-4\:: INSPECTOR DATE 05.12.15 CONST CHNG DIRECTIVE #1 ~ CITY OF CARLSBAD ~ PLANNING DIVISION -7 DATE INITIAL l------------------------j--~--~1---+------i---c-1 INITIAL DATE INITIAL DATE DESIGNER OF WORK REVISION DESCRIPTION on 1m APPIWVAL CITY APPROVAL LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL OWN BY: AM CHKD BY: ~N~f~_ RVWD BY: PROJECT NO. CD 13-18 DRAWING NO. 480-9L B ~--""'~'-=-·--<,:"M--~---' -J ·:· r! .'i /;; ,, i.r .... : • , ',. ', Co -., ----'1 Ii ST2 ;; :iJ//s; v _,_,, i ST1 .. --- i \ ' . \/ / ,r-,_,~_,r; ·t·"'- f/\\ , --I IJ,11 !~--C't=~\~ t. ,,_,' .· \ \. .,,, .. ",, ___ \. \ ' l . ! I / I "--f I I I , I -~¼:--•-\ / ~----'-"'~=/ { I / , -------~~,;--~ ----/ I i J 05.12.15 DATE INITIAL DESIGNER OF WORK . ! /--" I I I / / / I , / I I I I / I / I I , CONST CHNG DIRECTIVE #1 SOILS LEGEND NOTES: SOIL TYPE 1: FERTILE PLANTING MIX SOIL TYPE 2: BIORETENTION PLANTING MIX OVER PREPARED SUBGRADE SOIL TYPE 3: TURF SOIL MIX OVER PREPARED SUBGRADE SOIL TYPE 4: DRIVEABLE TURF MATRIX SOIL OVER PREPARED SUBGRADE SOIL TYPE 5: FERTILE PLANTING MIX WITH ROOT REINFORCEMENT MATRIX AT SLOPES ABOVE 3:1 RE: 04-07/L-802 FOR DETAIL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION OF EXISTING FILL MATERIAL AND THE INSTALLATION OF SOILS AS INDICATED ON THE PLANS. 2. IN ACCORDANCE W/ CITY CODE, CONTRACTOR TO PROVIDE 6" MOW CURB ALONG PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTY. RE: 11/L4.01 FOR DETAIL APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" 1{27-/7 EXP. 9/ 30 1 20 17 DATE REVIEWED ~. r ~ INSPECTOR DATE LANDSCAPE IMPROVEMENT PLANS B'OH: FLORAL TRADE CENTER COMMERCIAL I APPROVED: /-fa?~\ I:'.,· 2·11 PLANNING REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: AM CHKD BY: NF RVWD BY: PROJECT NO. CD 13-18 DRAWING NO. 480-9L ,., ' ' ' ' i ' ,. NOrfES RECYCLED WATER NOTES l. ALL WORK SI-IALL 8[ DONE IN ACCORDANCE WIT/-/ Tl-I[ CAF/LSBA0 MUNICIPAL WATER FLORAL TRADE CENTER COMMERCIAL PROJECT LOCATION '[i z () z LU <( D 2. 3. 4. 5. C' 0. 7 8. 9, 10. 11. 12 1 J. 14. 15. I C 0. 17. 18 19 20. 21. 23. 24. 2 c :J. DISTRICT'S F/ULES ANO REGULATIONS. OF/INK/NC WA FER 1-OUN TA/NS ANO DESIGN A TEO OU TOO OR EA /'/NG AREAS S/-IALL BE PF/0TCCT[0 AGAINST CONTACT WIT/-/ FICCYCLC0 WA TUI SPF/A Y, MIST OR MISTING B[ST MAN/\C[M[NT PRACTIC[S S/-IALL Bf US[0 TO CL/MINA TC OR CONTROL TO Tl-IC [][ST [XffNT POSS/UL[ PONDING, RUN-orr, OV[Fi-SPRAY, ANO MISTING, /-/OS[ BIBS All[ ST/i/C IL Y PR0/-1/BI nu. CROSS CONNECTIONS BETWCCN RECYCLED WATER LINES ANO POTABLE WATER LINES AFIC STRICTLY PFW/-1/BITE0. NO SUBSTITUTION or PIP[ MA TUl/1\LS WILL EJ[ /\LL0W[0 WIT/-I0UT PRIOR APPROVAL OF //-/[ CITY or CARLSBAD MUNICIPAL WATER DISTRICT ALL MA/NL/NC P/PCS S/-IALL /-IA VC WARNING TAPC PCR CARLSBAD MUNICIPAL WA TCR DISTRICT'S RUL[S AND R[GULA TIONS. /-/OURS FOR /FIFI/CATION WIT/I FICCYCL[0 WA TCR AF/[ FF/OM JO: 00 P.M. TO 6: 00 AM Tl-IC /-/OURS r0F/ /IHI/GA TI0N Wll/-1 DISINFECTED TERTIAF/Y FIECYCLED WA T[R MAY BE MODIFIED BY Tl-IE LOCAL AUT/-IORITY. /RR/GA TIO/I/ DURING PUBLIC USC PERIODS WIT/-/ DISINFECTED TCRTIAF/Y RCCYCLCD WA TCF/ S/-11\LL BC UNDER Tl/[ SUPERVISION OF Tl-IC DCSICNA TfD USC/I SUPEFIVIS0F/. IF/Fl/CATION WIT/-/ WATEF/ OF A LESSEFI QUALITY //-/AN 0/SJNFECIE0 TERTIARY RECYCLED WATER S/-11\LL BE BETWEEN Tl-IE HOURS OF 10. 00 PM TO 6. 00 AM BURIAL OF ALL WIRING ANO PIPING S/-11\LL MCCT CMWD'S F/ULES AND F/[GULA TI0NS NON-DESIGNATED USC !\RCAS SHALL BC PROTECTED FROM CONTACT WIT/-/ F/CCYCLC0 WI\ TCF/, W/-ICTI-IEFI BY WINO BLOWN SPR/\ Y OR BY 0/F/CCT /\PPL/Cl\ TI0N Tf-/Fi0UCf-1 IF/ii/GA /ION OR 0T/-IEF/ USE LACK OF PROTECTION, W/-IET/-IEF/ BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM 0PCF/A T/0N IS STRICTLY PR0I-IIBITE0. IRRIC!\ TI0N f-/C!\0S S/-IALL BE RCL0CA TfD OR AOJUSTCO TO MINIMIZE OF/ CLIM/NA TE 0\/CF/- SPRA YING ON SIDEWALKS, STF/EETS ANO N0N-DESIGNA TCD USE AF/EAS. RECYCLED WA ltR C!UICK COUPLING \/AL \/ES S/-11\LL BE OF A TYP[ D[S/CNE0 roR ff/[ USE ON F/CCYCLED WA TfR 0/STFIIEJU TI0N SYSTEMS PCF/ C!\F/LSBAD MUNICIPAL WA TEF/ /JISTRICT'S F/ULES AND REGULATIONS. ON FIECYCL[O WATEFI SYSTCMS, ALL APPURTCNANC[S (SPFI/NKLUI I/EADS, \/AL \/C BOXES, CTC.) Sf/ALL BC COL0R-CODCD PUF/PLC PER AWWA GUIDCLINCS AND SECTION 116815 OF Tl-It-C!\LIF0F/NIA /-/EAL Tl-I AND SAFETY CODE. ALL /RR/GA TION PIPC SI/ALL BC ST[NCILED WIT/-/ WARNING, "N0N-P0TABL[ OF/ RCC'(CLED WATER", COLOR-COOED (/'URPLE) ANO LAID WIT/-/ WARNING /APE AND STtNCILINC 0R/CN TEO TO WAF/0 Tl-IC TOP OF Tl-IC TRCNCl-1 PCR Tl-IC CARLSBAD MUNICIPAL WA TCR 0/STFIICT'S F/ULES AND FICCULA /IONS. ON NEW ON-SITE SYSTCMS (POST-MCTER), POTABLE WATER, CONSTANT PF/ESSURE R[CYCLED WI\ TUI /\NO SEWUI LINES S/-IOULD BE PLACED A MINIMUM OF F0UFI FEET APART OR AS DIR[CTED BY T/-1£ PR0J[CT ENGINEER AND/OF/ REGULA TOFIY AGENCY MEASUF/EMENTS SI-/ALL EJE BC/WEEN FACING SUFIFAC[S, NOT PIPE CENT[F/LINES. CONSTANT PF/CSSUF/C F/ECYGLED WA T[F/ LINCS S/-11\LL CROSS AT L[AS'T TWCLVC INC/-/CS BELOW POTABLE WA TfR LINES AND MAINTAIN A I LEAST TWELVE INCI-IES CROSSING S[P!\F/1\ TION BEIWCEN 0TI-/CR UTILITIES. IF A CONSTANT PF/ESSURE F/ECYCLED WA TEF/ LINE MUST EJE INSTALL[D AEJOVE A POTABLE WA T[F/ LIN[ OF/ LCSS T/-11\N TWCL \/C INCi/CS B[LOW A POTABLE WI\ TUI LIN[, 1/-/FN Tl-IE /IE CYCLED WA /ER LINE S/-11\LL BE INSTALLED WI lf-1/N AN APPI/OVED PROTEC 11\/E SLEE Vt AS PER Tl-IE CARLSBAD MUNICIPAL WATER DISTRICT'S F/ULES AND REGULATIONS //-IC FICOUIFICD CI/0SS-CONNU,'f/ON S/-IUTDOWN /EST S/-11\LL MUNICIPAL WA T[F/ DISTRICT ANO Tl-IC SAN DICG0 CN VIRONMEN TAL /-/EAL Tl-I. BC 00/1/C BY Tl-IE CARLSBAD COUNTY DEPARTMENT OF T/-IC RE0UIFIED CROSS-CONNECTION INSP[CTI0N S/-IALL BE DON[ BY EIT/-IU/ T/-1[ CAI/LSB!\D MUNICIPAL WA TEF/ DISTRICT AND/OR Tl-IE SAN DIEGO COUNTY DEPARTMENT OF CN\/IF/ONMCNTAL /-/CAL Tl-I. COPIES OF INSPECTION FICP0RTS WILL BC FORWAFWED TO Tl-IE NON-INSPECTING PARTY. Tl-IC DCS/CN ANO LOCI\ TI0NS PROPOSED FOR F/ECYCLCD Wk(CF/ "DO NOT DRINK" S/CN SI-IA/ I BC CALLEO OUT ON //-IE PLANS. WIICN RCCYCLE0 WA TUI BECOMFS AVAILABL[, AN ON-S'/TE USEFI SUPER\/IS0FI SHALL BE DCSIGNA lt0 IN WR/ /ING. T/-1/S INDIVIDUAL SI-IALL BE FAMILIAFI WIT/-/ PLUMEJ/NG SYS/EM WIT/-1/N Tf-/[ PFIOP[FITY, WIT/ I Tl-IC BASIC CONC[PTS OF BACKFLOW/CR0SS-CONNCCTI0N PROTCCTION, T/-IE FICCYCLED PUREYOR'S RULCS ANO F/CG'UL!\ TIONS AND Tl-IC SPECIFIC REOUllltMENTS or A RECYCLED WATER SYSTEM COPIES OF T/-IE 0[S/GNA TION, WIT/-/ CONTACT PI-IONE NUMBEF/S S/-IALL BE PF/0\//0E0 TO Tl-IE CAFILSB!\D MUNICIPAL WA TEF/ DISTRICT IN CASE OF EMFF/GE'NCY CONTACT PET[R SPF:NCER AT 858.350. 1823 OR AFTER 1-/0UF/S CONTACT P[T[R SP[NCER AT 853.350. 1828 ALL PUB/ IC ANO PFIIVA T[ PO/ABLE WAT[R MAINS INCLUDING FIRE MAINS AND ANY WA FER WELLS AND WA TfR C0UFIS[S WIT/-1/N Tl-IE /,[CYCLED WATER PROJECT S/-IALL BE SHOWN ON Tl-IE PLANS. CALL our ON Ti-IE PLANS Ir Tl/ERE /\RE OR ARC NOT OF/INKING FOUNTAINS AND/OR DESIGN A TED OU IV0OR EA TING AlltAS ON Tl-IE SI TE. A P/-IYSICAL SEPAF/A TI0N $/-/ALL BE PF/0\/IDCO BETWEEN ADJACCNT AF/CAS /RR/GA TfD VI/Tl-I RECYCLED WATER AND POTABLE WATER. SCP ARA TION SI-IALL BC PR0\//0[0 BY DISTANCE, C0NCF/E ff MOW STRIPS OF/ OT/-IUI APPROVED METI-IODS. ALL /RR/CATION B!\CKFLOW PRC\/CNTCF/S S/-IALL BC TESTC0 BY A CCF/TIFICD TfST[F/ AND F/CSULTS MUST BE GIVCN TO Tl-IC CITY AND Tl-IC CAF/LSB!\0 MUNICIPAL WA T[F/ 0/ST/\ICT PIPE BETWEEN THE METfR AND BACKFL0W PREVENTER S/-IALL BE "SC/-IE0ULE K f-/AR0 COPPU(' APPROVED CONTRACT BACKFL0W TESTfRS CAN BE FOUNU ON Tl-IE CITY WEB SIT[ AT ht Ip:/ /www cur/si.Juucu 9u,; /serv,ces/depur trnen ts/wo ler/Oocumen ts/ recyc!edwo terbock flowtes terlist.pdf for recycled or http:/ /www.cor/sboa'co.gov/services/ deportrnents/woter/Documents/wolerbockilowleslerlist.pdf for po/able or coll 438-2722. SIGNAC:E NOTES -----. ----~-- Tl/[ l'OLLOWINC CUIOCLINCS FOF/ Tl-IE USC or RCCYCLCD WA TUI ARC TO BC PCRM!\NENTL y POST[[) INSIDE //-IE 00011 OF CACI-I CON /I/OLLER W/-IEFIE !/-It Y Al,E EASILY \//SIBLE PLACE ON 8-1/2" X 11" SIZCO SIGN COLCJ/1: PUPPLE BACl<CF/0UN0 WIT/-/ EJLACK LE ITEWNC. 1. GUIDELINES FOFI RCCYCLC0 WATCF/ USE A 0, IF/RICI\ ff BETW[[N Tl-I[ /-/OURS OF 10. 00 P.M /\NO 6. 00 AM. ONLY WATERING C!UTS/0[ T/-1/S TIME FF/AM[ MUST EJE DON[ MANUALLY WIT/-/ 0U!\L/Fl[D SUPEF/\/ISORY P[F/S0NNCL ON-SIT[ NO SYST[M SHALL AT /\NY TIMC 0C LEFT UNA TTFN0ED OUR/NC USE 0UTS/0[ Tl-IE NORMAL SCI-IFDULE. IF/RIG/\ ff IN A M/\NNU/ Tl-IA T WILL MINIMIZC F/UN-0FF, POOLING, AND PONDING. II-IE APPL/CATION RAT[ SI-IALL NOT EXCEED Tl-IE INFILTRATION RA TE OF Tl-IE SOIL. TIMEF/S MUST EJ[ ADJUSTCD SO AS TO 0[ COMPATIBLE WIT/-/ Tl-I[ LOWEST SOIL INF/I_ ff/A /ION FIA IE Pl/tSENT T/-1/S PI/OCEDUF/E MAY BE FACIL/TA /ED 8Y Tl-IE EFFIC/CNT SCI-IC0UL/NG OF Tl-IC !\UTOM!\ TIC CONTROL CLOCKS, (IE, EMPLOY/NC Tl-I[ F/[PEA T FUNCTION TO BF/EAK UP Ti-IE TOTAL /RR/GA TION TIME INTO CYCLES T/-IAT WILL PROMOTE MAXIMUM SOIL ABSOFIPTI0N). SHT. TITLE SHT. NUMBER OMISSION STATEMENT IRRIGATION TITLE SHEET L600 C. D 5600 AVENIDA ENCINAS, CARLSBAD, CA. ADJUST SPF/A Y 1-/C/\DS TO CLIM/NI\ TE 0VERSPR!\ Y ONTO AREAS NOT UNDEFI Tl-IE CONTROL OF Tl-IE CUST0M[F/ FOR EXAMPLE, POOL DECKS, PR/I/A TE PATIOS AND LOTS, AND STF/EETS AND S/0CWALl<S. MONITOR ANO MAINTAIN THE SYSTfM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLEFI /-/CADS, LCAl<S, UNF/CLIABLC VAL \/ES, ETC, S/-I0ULD BE RU-'AIF/ED AS SOON AS 1/-IEY /:JtCOME !\PP!\F/ENT. J. F. G 1-1. I. ALL ASPCCTS OF Tl-IE IRFIIGA TI0N CONDITIONS INCLUDING WINDBLOWN SPR!\ Y, F/UNOFF, AND PONO/NC. F/E0UIF/ED PF/OTCCII0N 0/-ALL Fl[SIO[NTl!\L !\R[AS. F/E0UIFIED PROTECTION OF WELLS, STFIEAMS, F/CSCR\/0/FIS, CTC. CFWSS-CONNCCTION TEST IF F/E0UIRED C0L0F/ CODC0, LAMINATED C/-IARTS INSIDE CACI-I CONTROLLER. ANNUAL INSPF:CTION SI-IALL INCLUDE: A COMPLETE INSP[CTION Tf-11\ T WILL INSPECTION. COVCR A-I OF Tl-IE DISTRICT FINAL ENGINEER, -z LU ~ ~ ~ 16! LL II) LU ~ ~ LU f-z < 0 N F Tl-IE L!\N0SCAPC CONTRACT0F/ IS F/ESP0NSIBLC FOR CDUCA TING [AC/-/ EMPL0YCC AND ALL MAINTfNANCE PEF/S0NNEL ON A CONTINUOUS BASIS, REGAF/0/NG Tl-IE PFIESENC[ OF F/CCYCL[D WA TEFI. MAINTENANCE PCRS0NNEL MUST BE INF0F/MCD Tl-IA T WA TCR IS FOFI /RR/CATION PURPOSES ON!_ Y AND IS NOT APPF/0\/ED FOR DRINKING OR F0F/ /-/AND AND TOOL WAS/-1/NG, CTC OBTAIN PRIOR !\PPFI0VAL OF ALL PROPOSED CHANGES AND MOD/FICA TIONS TO ANY PRI\/A TE ON-SITC FACILITICS SUC/1 C/-11\NGES MUST EJ[ SUBMITTED TO, ANO APPROVED BY, Tl-IE DISTRICT ENGINEER/NC OFFICE ANO DESIGNED IN ACCOFWANCC WIT/-/ 0/STF?ICT ST!\NDAF/OS. F/EVIS/0NS MUST BE APPF/0\/ED BY PUEJL/C /-/EAL Tl-I CITY ENGIN[ER /\ND DISTRICT CNGINECR PRIOR TO IMPLEMENTATION IN FIELD LEGEND ® POTABLE WA TCR METER BACKFLOW PRCVENTION DEVICE INSTALL PER CMWD en $ ~ _J INSPECTION Pl{OCEDURES: INSPECTION OF Tl-IE PROJECT SI/ALL BC P[FIF0RM[D BY Tl-IC LANDSCAPE AF/C/-1/TfCT OF Tl-IE J, ALL RECYCLED WA T[R SPR/NKLCFI CONTROL \/AL \/ES SHALL BE TAGGED WORK, OR /-/IS 0ESIGNA Tf0 AGCNT RCFEF/ TO THE SPECIFIC!\ TI0NS FOR Tl-IE SG/-IEDULE OF WIT/-/ /DENT/FICA TI0N TAGS REOUIRED INSPECTIONS AND RE0UIR[0 SUBMITTALS. ~ -RC-FUTURE RECYCLED WATER LINE 1-_,__-+--'--V.:_cl CI N ITY MAP SCALE: N.T.S_ A TAG'S SHALL BC W[A T/-l[RPR00F PLASTIC, 3"x 4", PURPLC IN COL0F/, WI Tl-I Tl-IE W0FWS "WAF/NING FIE CYCLED WATER -DO NOT OF/INK" FOLLOWING COMPLETION OF Tl-IE WOFIK, Tl-IE LANDSCAPE AF/Cl-II TfCT OF Tl-IC W0F/K WILL CU/TIFY Tl-IA T Tl-IE INSTALL!\ TION /-/AS BEEN COMPLETED BY SUBMITTING Tl-IC "CU/f/F/CA TION OF COMPLETION" FORM. A RE0UEST FOF/ A FINAL LANDSCAPE INSPECTION BY Tl-IE CITY MUST ALSO EJE MADC BY CALLING Tl-IE INSPECTION RE0U[ST LINE FAX Ff-IC "CEl/1/FICA TION OF COMPLETION" FORM TO (760) 944-3913. LANDSCAP[ INSPECTION REQUEST Pl-ION[ LINE.· (760) 602-4602. ---w---POTABLE WATER LINE FIRE SERVICE LINE RECYCLED WATER USE AREA IMPF/INTf0 ON ON[ SID[, AND "AV/SO -AGUA IMPURA-NO TOMAR" IMPRINTf0 ON Tl-IF 0TI-IER SIDE. IMPRINT/NC SI-IALL Bt-PEI/M!\NENT ANO BLACK IN COLOR. USE TAGS AS M!\NUFACTUR[D BY T. C/-IRISTY ENTERPRISES OR APPF/0VED EOU!\L 8, 0NC TAG S/-IALL BC A TT!\C/-/ED TO CACI-I \/AL \/E AS FOLLOWS: J. 2. ATTAC/-/ TO \/ALV[ SffM 0/F/[CTL Y OF/ WIT/-/ PLASTIC TIE-WF/AP OR ATTAC/-1 TO SOLCN0/0 WIF/C 0/RCCTL Y OR WIT/-/ PLASTIC Tl[-WFIAF' OR A TTAC/-1 TO VAL VE COVEF/ Wlli-1 EXISTING \/ALVC COVCF/ BOLT 2. ALL SPRINKLER /-/EADS S/-IALL BE IDCN TIFICD AS FIECYCL[D WATCR SF'RINKLCR /-/EADS. G. CACI-I AU TOMA TIC CONTROLLUI ANO ITS ASSOC/A T[0 [0UIPMENT S/-IALL BC /Oc/111//-IE'O WIT/-/ A SIGN fJtAI/ING Tl-I[ WOFWS 'RECYCLED WA TEFI USED roR /RR/GA TI0N" IN ENGL/SI-/ AND SF'ANIS/-1, WIT/-/ BLACK LETTERS J" /-I/GI-I ON A PURPLE B!\CKF/OUNO. Tl-IE SIGN S/-11\LL BE PLACCD SC! TI-IAT IT CAN B[ R[AOIL Y SEEN BY ANY 0PUIA T/ONS PU60NNEL Ur!L/ZINC Tl-IE E0UIPMENT DECLAf1ATION OF RESPONSIBLE CHARGE: I 1-/[F/CBY DECLARE Tf-/AT I AM LANDSCAPE AF/C/-1/TECT OF W0F/K FOR T/-1/S PF/OJECT, /'/-IA T I /IA \/C EXERCISED RESPC!NSIBL[ C/-11\RGC 0VCR Tf-1[ D[SIGN OF T/-1/S PROJECT AS DCFINCD IN SECTION 6703 Of-Tl-IE BUSINESS ANO PFI0FESSIONS CODE AND T/-11\ T THE DESIGN IS CONSISTENT W/Tf-1 CUF/RENT STANDAF/0S. I UNDUISTAND Tl-IA I Tl-IE CHECK OF PF/OJECT DRAWINGS AND SPECIF/CATIONS BY Tl-IE CITY OF C!\FILS0!\D AND SAN /JICGO COUNTY 0CPAFITMCNT OF CN\/IF/0NMCNTAL /-/CAL Tl-I JS CONFINED TO A REVIEW ONLY AND DOES NOT REI_IEVE ME, AS Tl-IE IRF/IG!\ /ION CONSUL TANT OF WORK, OF MY RESPONSIBILITIES FOF/ PF/OJECT DESIGN. THESE PLANS /-/AVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WIT/-/ THE APPF/0\/[D LANSCAPC CONCEPT PLAN, WA TEFI CONSER VA TIO/I/ PLAN, FIR[ PROTECTION PLAN, AND ALL CON0/li0NS OF APPF/0\/AL ID LANDSCAPING'. FIRM NAME & !\0DF/ESS: D , , E OF JAMES BURNETT :550 LOMAS SAI\ITA FE SUITE A, SOLA~IA BEACH, CA 92075 Pl-ION[ NO· ( 85El_) 793-6970 --~ FIEGISTF/1\ TI0N NO: __ 4~0~·5~4~~-EXPl/i'A TI0N DA TE: --------09-30-15 ~IOTE. A SEP ARA TE CITY REVIEW A~ID AP PF/OVAL IS RE OU IRED FOR AW( POF\rlONS OF T"IESE PLANS REQUIF/ING /I BUILDING PEf,MIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE F'LANTING AND IF<RIGATIO~I O~IL Y. FINAL AS-BUILT PLANS SHALL BE f,~VIEWED AN[) APPFW\/ED BY THE CITY PF\IOR TO RELEASE OF SECUR'TIES. WATEE EFFICIENT LANDSCAPE DECLARATION: I AM FAMIL/AFI WIT/-/ Tl-IE REOUIRCMCNTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN Tl-IE CITY OF CAFILSEJAD'S LANDSCAPE MANUAL & WAT[F/ EFFICIENT LANDSCAPE RCGUL!\ TIONS. I I-IA\/[ PF/CPAF/E0 11-IIS PLAN IN C0MPI_IANCE WIT/-/ TI-I0SE REGULATIONS AND Tl-IE LANDSCAPE MANUAL. I CERTIFY Tl-IA T Tl-IE PLAN IMPLEMENTS T/-IOSE FIEGUL!\ TIONS TO PF/OVI0C CFFICIENT USE OF WATER. BY: Pl-ION£ NO FIEG/STFIA TIO/I/ NO 793-6970 _ _,_4,,_66"-4-"--------EXP/FIA TION DAT[· 09-30-15 INSPE:CTIOI\ PROCEDURES 1. DIS/I/IC I CONSl/?UCTION INSPECTION S/-IALL INCLUDE. RE0UIF/[0 SCP/\RA TI0N 0ETW[[N P0TAEJLE ANO LINES (I-I0RIZ0NTALL Y AND VEF/TICALL Y) PIPE /DEN TIFICA TIO/I/. SLEEVING AT CROSSINGS RECYCL[D WA T[F/ A B C. 0. APPR0Pf/lA ff MATERIALS AND MARKINGS, INCLUDING PF/0PEF/ OU/CK COUPLERS. AN APPR0\/1\L LCTTEF/ RCG!\r'?DING Tl-IC INSPCCT/0N 0/C Tl-IC PF/OJCCT S/-IALL B[ OBTAINED FROM Tl-IE CITY ANO Tl-IC 0/STF/JCT, ANO BC FORWARDED TO Tl-IE COUNTY //[AL Tl-/ 0CP!\F/TM[NT PFIIOF/ TO FINAL INSPCCT/0N APPROVAL. 8" POTABLE WATER LINE TYPICAL, REFER TO UTILITY _/ / PLAN FOR ACTUAL TYPE AND SIZE _/ 6" FIRE SERVICE LINE, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE 2. DISTRICT FINAL INSPECTION SHALL INCLUDE A SIGNAGC INSTALLED PEF/ PLAN. RECYCLED WATER NOTES CITY AND COUNTY OF SAN DIEGO B CONTF/OLLCR STICKEF/S. C. 0. T!\GC/NG OF VALVES COVERAGE TfST AFTER COMPLETION OF Tl-IE SPRINKLER SYSTEM TO ENSUF/E PROTECTION OF AF/CA NOT AF'F'F/0\/ED FOF/ F/CCYCLED WATER USE. COUNTY OF SAN DIEGO Department of Environmental Health Land and Water Quality Division ••s---s-.-•-••-,-• • 1. ON-SITE CROSS CONNECTION BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 2. ALL IRRIGATION PIPE SHALL BE COLOR CODE PURPLE PANTONE 522. STICKERS WITH "CAUTION RECLAIMED WATER DO NOT DRINK". ORIENT THE STENCILING TO THE TOP OF THE TRENCH FOR LATERALS. INSTALL PURPLE METALLIC TAPE OVER THE RECLAIMED WATER MAINS. 3. THE DESIGN AND LOCATION FDR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE DESIGNATED BY UCSD REPRESENTATIVE AT THE TIME OF RECLAIMED WATER CONVERSION. CARLSBAD MUNICIPAL WATER DISTRICT ---FS---~-PALOMAR AIRPORT R□----------1-1 [ZZ] * 8" POTABLE (FUTURE RECYCLED) WATER LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE NOTE: RECYCLED WATER WARNING TAGS, TAPE AND SIGNS ARE TO BE INSTALLED PER SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH REQUIREMENTS. DO NOT DRINK SIGN I I I BACKROUND I 1" BI_ACK LETTEF6 RECYCLED WATER HANDS AFT[F/ CONTACTING LA \/E S MANOS DESF'UES DE USAR _____________ _,__ __ ~~"' __ y__ "-"-~ 1" BLACK LETTERS 12" X 36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OF, STICK-ON VINYL SIGNS 2" BI_ACK LETTEF<S 1'Y:PICAL SIG:NS lr1 Order to Conserve Wuter ... RECYCLED WATER IN USE DO NOT DRl1~K NO TOME EL AGUA WAS'-1 '"iNIDS AFTEFt CONTACTING l_f\YCSI:: SUS MANUS DESPUES OE USAF~ 18" X 18" SIZE A y .032 AI_UMl~IUM, .060 /\BS PLASTIC OR STICK-0~I VINYL SIG1\IS NOTE: NOTE: NOTE: NO EXISTING OR PROPOSED WELLS ON THIS SITE. THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, OR WELLS ON THE SITE. PROPOSED IRRIGATION SYSTEM SHALL USE POTABLE WATER FROM AN APPROVED HIGHLINE SOURCE FOR THE REQUIRED SHUTDOWN TEST PRIOR TO CONNECTING TO RECYCLED WATER IL 6001 ~ 9 APPROVED FOR /RR/GA TION AND PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AR[/\, "AS BU IL T" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DI\/ISION 45 LANDSCAPE IMPROVEMENT PLANS FDR: FLORAL TRADE CENTER COMMERCIAL LANDSCAPE IRRIGATION PLAN L600 -L604 THERE ARE NO DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, PLAYGROUND EQUIPMENT, OR WELLS ON THE SITE. y2-7-tf' • IRRIGATION LEGEND & NOTES L605 IRRIGATION DETAILS L606 -L608 C: DRl\'/hNG FILES TITLE S\...IF:ETS CLS8-IP.DWC REVISED 5 15 2012 DRINKING FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUN-OFF. GLENN LEEKS DATE: Environmental Health Specialist DISTRICT ENGINEER DATE INITIAL DESIGNER OF WORK Expiration Date: 9/J0/15 REVISION DESCRIPTION DRAWING NO. 480-9L ' > . ' I I I ' !Ji I . -·-····---_j I : ··----, ' ... ---1 ! ' / _,.// MAINLINE IS 9" TO 12" FROM BACK OF CURB __ --I- I ( PROTECT IN PLACE, TYP.~ _,._!!J! -RE: 01/LBO't ------• , · ' ii f°"(4i'-'-X"'~ce.' ! ! 2' A16 A15 4 LIMIT OF WORK A17 1'' 17 30 1,730' !,.f----t-----t---t---i DRIP 0.72 2,094 TUBING . MAINLINE IS 9" TO 12" FROM BACK OF CURB 830' · TUBING 90' TUBING FIRE SERVICE LINE TYPICAL, REFER TO 1.5" 21 '-·,-'·-........ ·;:!\ -UTILITY PLAN FOR ACTUAL TYPE AND SIZE 60' 1-· ' , .. , .. ,h • ---------1 '· --HF9t-~---l_:A_::2.::3 --l--1'..::.5:___" --1-.::22:_______j~30::__i 2, 190' DRIP 0.72 2,642 TUBING 30 2, 60' 120· TUBING DRIP 0.72 2,492 TUBING .. ---------~--------------.. -,··,-,-' ,·-,-·.-. . 1 " 12 BUBB 3.00 30 N/A 27' I '.'·.··.··.·.· .. ·.·,.·. "'·'" I 37.5' EXISTING STORM SEWER LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE NOTE: PGP, POP-UP IN GRASS AREAS ARE 2 FEET FROM HARDSCAPE JUST PASSING 4x4 EDGING IN ALL GRASS AREAS (SOD AREAS) A31 4 A30 A29 A28 A32 1 " 5 30 490' 5 DRIP 0.72 585 TUBING 11 30 BUBB 3.00 N/A A33 1 " 7 30 680' 1" 8 30 DRIP 0.72 819 TUBING DRIP 0.72 999 A34 1.5" 48 30 1" 30 3 SPRY 1.74 1,842 DRIP 0.72 109 A35 1 " 3 30 250' DRIP 0. 72 292 TUBING i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j VALVE FLOW (GPM) 1.5" 35 30 -OPERATING PRESSURE (PSI) S 1.75 1,500 ZONEAREA(SFT) FOR DRIP TUBING ZONES 1,750' TUBING L ZONE PRECIPITATION RATE IRRIGATION METHOD sweer1eI I + associates HYDROZONE NUMBER ~ IRRIGATION DESIGN AND CONSULTING ~: iilfo<L~:;w~~JlC/~>>O~,c;om[t (~~11 'tl,l-'o3JQ we ~J'l/'/i.lW~CJ1<.::1~~,;u,:.c~rnlf: (~',lJ .J.61 065Li 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 83_.o 150 41 --------,-----•• , __ Q --- ----.• .J ' -----------._ -----1._ _r·· --------------- APPROVED FOR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. OUTDOOR EATING AREA "AS BUILT" lj. z,7. /7 EXP. et 3 o .r 2 o 17 DATE '" REVIEW~D B\Y: ~-Y: f;\\ ;jt ~-2, I] INSPECTOR DATE "N"'o""Tcc-E,-------------------~~--~ r--r-7-------------------'-,--,-7,-7,-;-;-I ===:-l';::::~~~=:::;;;;;:::::;::=::;:::===::===:;-;,--;;-.:;~~;:,;-1 IRRIGATION AS-BUIL TS HAVE BEEN DRAFTED BASED UPON CONTRACTOR CITY OF CARLSBAD SHEETS -+----+-------------f----+----+----+-----1 0 , ___ P_h_AJ',l_li_l_li_G_Q__IY_IS_I0_1\J __ ~ , _4_5~ PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY _ _ AS TO THE ACCURACY OF THE IRRIGATION AS-BUILTS. BASED ON CONTRACTOR PROVIDED INFORMATION. Expiration Date:J' iu.-%'J'1 LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL t---+------+-----------+---+------tf------t-----1 I APPROVED I-cul,\ 4 _ 8 ,4 . PLANNING DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: AM CHKD BY: _N-f __ RVWD BY: PROJECT NO. DRAWING NO. CD 13-18 480-9L I ~ o· "'7"'~-, (£_) . . l A45 1" 12 4 BUBB 3.00 ·-... -------.. -. -....... __ --. A36 1.5" 21 30 IP ··-, ,c·.'.°c';'.'f-,_ II FIRE SERVICE LINE TYPICAL, REFER TO-~ UTILITY PLAN FOR ACTUAL TYPE AND SIZE \ :;~p,CL CL.hRi fY 30 N/A (ELIMINATED) A45 1 " 12 30 1,220' DRIP 0. 72 1,467 TUBING · A47 1" 10 30 4 BUBB 3.00 N/A . -. ----··· A38 1.5" 25 30 2,500' A48 1 " 18 40 8 MRTR 0.39 1,553 A49 1 " 18 40 8 MRTR 0.39 1,553 2,210' ,.1-----+--+---+-----l A50 1.5" 22 30 DRIP 0. 72 2,675 TUBING PRQPERTYlll\lE l---+---+-1_5-1-_3_0--lt----NEW VALVE 'A39' FOR GRASS SPRY 0.72 1,766 SPRAY ZONE MAINLINE IS 9" TO 12" FROM BACK OF CURB . ·· ... ~ ... A.::~ -. -··---------'. -. ' . ··--------·· I I I UC-----·-··-·------·-·-+-::+·-\.,:r r C ■-\- ) I .-_::c-·-- ' ·--'--· V-i --·-,--- IRRIGATION CONTROLLER RELOCATED TO SHEET L-603; REFER TO NOTE 'A' BELOW -------------- . ___, ~0 0 D f---ffi __(1) r CJ r L,r1-I-] L I ·7 I I NOTES: m ~ 1. UNLESS SPECIFIED OTHER\~SE, FITINGS ~-ANO PIPE SIZl:S SHALL MATCH WATER SERVICE DIAMETER. ~ 2. THREADED JOINT FITTINGS (NPT) MAY t BE USED IN PLACE OF SOLDERED JOINTS SHOWN ON THIS DRAWING . d) Q 0--► @-____ ® 9 --~ II 1 r ! Ill I 1 ' ,-~f ®--I I Q ITEM DESCRIPTION (SEE NOTES) ©-1 COPPER x COPPER UNION --... 2 COPPER TEE 3 MALE x COPPER ADAPTER 4 BALL VALVE WITH HAND LEVER ® • 5 TYPE L COPPER I I 6 1.5" FIRE HOSE FITTING I I I I 7 BALL VALVE WITH PADLOCK WING I I -8 CxCxCTEE 5 !s'fr g ¾" HOSE BIB OR TEST COCK c:' 10 MIP ADAPTER Ii--,, ITEM DESCRIPTION SPEC/DWG DRIP 0.72 3,022 UBING 19 30 STORM SEWER LINE TYPICAL, REFER TG-~ 1'' . FIRE SERVICE LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE NOTE: ; '"' \.~~ i:, ,F ····=iii: ·711! BUBB 3.00 t IRRIGATION AS-BUil TS HAVE BEEN DRAFTED BASED UPON CONTRACTOR PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE IRRIGATION AS-BUILTS. BASED ON CONTRACTOR PROVIDED INFORMATION. N/A UTILITY PLAN FOR ACTUAL TYPE AND ' \ \ MAINLINE IS 9" TO 12" FROM SIDE WALK / I CONTROLLER/STATION NUMBER I VALVE SIZE I l VALVE FLOW (GPM) / I I REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT di. ;( 7.,/ -;J.,J. 12/11 I I i ' BYPASS TEE CffY ENGINEER DAT£ FOR RECYCLED WATER TESTING STANDARD OWG. NO< W-35 ' I Q: \En gineerin9Shared\Refereoce\~an11ols & St<Jndards\CARLSBAD rnGINEERING STANOARDS.J.DE\Volume 3 -Standard Drawings and ~peclfir.:otl011s \CAO Drawings for Stam.ford Drowm!,!s\CM\ID Standard <lwqs\CMIID STD DYlGS R-5-08 -h C.n l I NOTE A: CONTROLLER SHALL BE A RAIN BIRD MOD.# ESP-LXD 200 STATION DECODER BASED CONTROLLER INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE B: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE C: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY , VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO ~-.-"'-,--_._-,-_.,, _ _,. LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S / AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK A74 1.5" 41 40 2 ROTR 0.72 3,770 / I I I NOTED: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE E: sweeney + associates IRRIGATION DESIGN AND COi,SULTING r,1urri~tci. Ca :JlJ-53 e, .nfo,:S,s,:~en~y"iac:c.ccrnj\, (951! 401-0&30 ·t1c 'NWW.S.'/l'=~ll~/~li"C.C::Jrnji: (?'ill •151-S;J~0 __,---'.' MAINLINE IS 9" TO 12" FROM BACK OF CURB I CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE OF TREES. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. j 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 I .. ' / ! i I I I ' I I I I I I ' NOTE F: CONTRACTOR SHALL PROVIDE FINAL IRRIGATION AS-BUILT PLANS TO BE REVIEWED AND APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. NOTE G: . THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, OR WELLS ON THE SITE. NOTE H: IN ACCORDANCE WITH CITY CODE, CONTRACTOR TO PROVIDE A COMBINATION OF DISTANCE AND 6"X6" CONCRETE CURB ALONG THE PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTIES' POTABLE WATER SYSTEM. ~ 1 APPRO VEO FOR !RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. lf, 27· 17 DATE REVIEWED BY: ~} 4-t,l\-c:,,\: INSPECTOR DATE CITY OF CARLSBAD SHEETS PLANNING DIVISION 45 LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL A20 1.5" 35 30 -OPERATING PRESSURE (PSI) 1 s 1.75 1,500 -ZONE AREA (SFT) L L L ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER FOR DRIP TUBING ZONES 1,750' -LENGTH OF DRIP TUBING TUBING >----+---+--------------+---+---+---+---1 I-AP-PR_o_vE_o_: _._lf:-""""->C"".\l---'G'=\-=v=--t:(,,,,,~=\-.o=✓&'IL---­ . PLANNING • DATE INITIAL DESIGNER OF WORK Expiration Date:9' 3•) 1 2,i" DATE INITIAL REVISION DESCRIPTION OTI-IER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: AM CHKD BY: ~U~f __ RVWD BY: PROJECT NO. CD 13-18 DRAWING NO. 480-9L l . J . BIO-RETENTION BASIN -+I-+-+~ ,-!---···· ' (')O_:::i7).C) l __ ·, i \/ . I_ __ i I.~ ... -. -------- . --. . --. w -/ ' ' MAINLINE IS 9" TO 12" FROM BACK OF CURB . A14 1.5" 21 30 I DRIP 0.72 2,514 . SLEEVE IS 12" TO 16" FROM BACK OF CURB 2,080' "UBING ' ' , j I I ! i //'' ... I w_:.;J,/-';,--"". k.t:.fcC-C;,.1-L --• -I ·,::t-1·1 I ,·. '-ii ib, ll .. -Li !' / : 11/f----- ' " ii \I 2,230' AB 1.5" 1 5' l---+----11---+----I UBING DRIP 0.72 2,690 EX.2~-"\CF' 1-~TR f---l---~-4-----f---l ()TY OF '.::J :✓) -------iii\ . -------------------------------------------------------------------------------------- i' DRIP 0.72 2,156 TUBING , MAINLINE IS 9" TO 12" FROM SIDE WALK A20 1 " 17 30 1,730' l!LJ-------~t;;;t-.;-;;-t;-;;;;-;-1. DRIP 0.72 2,093 TUBING A19 1" 8 40 j I! 7 ROTR 0. 72 600 'I--Cl--c .-~ .. -··:::_ 1\;5~(: .c_Iil'.J~";f 1---l---1~-4-----f===="-j• A18 1" 5 30 3 SPRY 1.74 230 IRRIGATION ELIMINATED FOR CONCRETE IRRIGATION CONTROLLER; A13 1,5" 23 DRIP 0.72 REFER TO NOTE 'A' ON SHEET L-602 30 2,320' 2,751 TUBING Uf~;\!fl s·r.;TuA \H/\LL FWCF·, Ui1-iDEf{ 0 I I I Al I " 27 30 4 BUBB 3.00 N/A :!"'""'''''=' 2,260' A2 1.5" 23 DRIP 1,020' 0. 72 1,225 TUBING A9 1.5" 1,930' 19 30 l --;:::c ,__A_3 -+-:-1 :-::-+-:-2;-:-+---I 2,320' A4 1.5" 23 30 DRIP 0. 72 2,333 TUBING TUBING l---t----lf--+----1 DRIP . ----== n [:X. !Ci:3 ~~~~7;3~! · -~-.. -~--~~1'::::::-"=~ --==--= ?=~-:rx,;_9".:· r· :::x -------,.,~ ::B 42' .w:cm:·:,:i@&m: MAINLINE IS 2 FEET FROM SIDE WALK ALONG R.O.W. ----1 J AVENI DA ENCINAS -""""'--""""'-""'""""'"~"'"-"'~•-~= . -¼-~Ji ,'":1 -----r :·--·~.r.& 67' :w! ··-·wiWi-'Wl:r--·;;··.-·.-·.-····· A5 1 .5" 25 30 2,480' l----t----lf--+---1 DRIP 0.72 3,002 TUBING - DOMESTIC LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE NOTE: PGP, POP-UP IN GRASS AREAS ARE 2 FEET FROM HARDSCAPE JUST PASSING 4x4 EDGING IN ALL GRASS AREAS (SOD AREAS) CT,') F(EM?lr1} \, \ I I i I I OUTDOOR EATING AREA 'j: 1 _________ . ____ , ____ I 1ST. POST INDICATOR VALVE (PIVJ--. · . SCREENED BY PLANTING . ,. .-. ·,:, ·•«« •·•·" ··•·•·•[ ' .. ,.,. •••·• •••·-~-····• --:< .-=R·<Ro,-: ·;·c··· , Controller# Hydrozone* Zone or Valve Irrigation Method** Plant Hyrdozone Type/Factor*** Area (Sq. Ft.) (PF) % of Total Landscaped Area A MW Al B 0.5 0 0.00% A MW A2 D 0.5 2,738 2.33% A MW A3 D 0.5 2,727 2.32% 0.·, __ A __ -+-__ M_W __ ,_A_5---< ___ D __ +-__ 0_.5 __ --+ __ 3~,0_0_2 _ _,__2_.5_6_%_7 // ., A MW A6 D 0.5 2,680 2.28% · A MW A4 D 0.5 2,799 2.39% /' /i_i---A---+---M-W---+--A-7--+---D---+----0-.5----+--2~,-72-2--+--2-.3-2-%---, I • • . / , .. ·, ___ A __ +-__ M_W __ +-_A_8-1-___ D __ +-___ O._S __ -1-__ 2~,6_9_0_-+-__ 2_.2_9_%_7 ;.1//'1 A MW A9 D 0.5 2,333 1.99% ~~1---:---+---~-:---l-:-~-~-+---~---+----~-:----l-~1,-~-25---+--~-:~-4-:_:_7 10 ,t------+------+---+---+-------+---t------1 i%_1---:--+--~-:---1-:-~-!--+--~---+----~:-!---+---2,-i5-1--+--~:-~-s:-:-· --1 ~ A MW A14 D 0.5 2,514 2.14% / · A MW A15 B 0.5 0 0.00% A MW A16 D 0.5 2,492 2.12% A MW A17 D 0.5 2,094 1.79% A MW A18 D 0.5 230 0.20% A MW A19 R 0.5 600 0.51% A MW A20 D 0.5 2,093 1.78% A MW A21 D 0.5 2,156 1.84% A MW A22 B 0.5 0 0.00% A MW A23 D 0.5 2,642 2.25% A MW A24 D 0.5 2,389 2.04% A MW A25 B 0.5 0 0.00% A MW A26 D 0.5 328 0.28% A MW A27 B 0.5 0 0.00% ;~1---:--+--:-w-w_-f-:-~-!-+--~---+---~-:!---f--~-~-:--+--~-:-~!-:-:--1 ~/if---A-f-f---M __ W_--t __ A __ 3_0--t-__ D __ t--__ 0._5 __ +-__ 99_9_--t-_--0._85_o/c __ , ---i / ,·/// A MW A31 B 0.5 0 0.00% ;~~/;//·f---'A'---+---'M"'w'----+-'-'A.CC32'-+--D=----+---'o~.5---+--5-8-5---t---0-.5-0°_%_7 '/<,/ ,/ ,/f------t-----f----+------+-------f-------+-----t / / , A MW A33 D 0.5 819 0.70% ";/ /~,<',,+------t-----f----+------+-------f-------+------j / ► /'. ·1---'A'-'---+---"M"'W"---+--AC::3-'.4-f----=s--+----'o"'.5=----t--'1"-',84=2-+---'l"'.5'-'7-'-%'----1 ;, "& /+--__ A __ -+-__ M_W __ f--A_3_5-+-__ D __ -+-___ 0_.5 ___ 1-_2_9_2_--+ __ 0_._25_'¾._o_7 / o / A MW A36 D 0.5 2,508 2.14% / {O ,:+------f------+----+------+-------1-~~---+------l . ; .. '..1 '/,.,.+---....:..:A__:_+--_:.:M:.:W.:___+--A.:.:3::7-+--'D"----+---0"'."-5---+-.:'3.,-,0-::2c::2_+_::.2·:.::5::.8":.:% _ _, ~ ,'.d A MW A38 D 0.5 1,766 1.51% / cc ,' / 1/t----'A'-'---+--'M=W=---f-A-'3~9-+----'B'----+----'0-'.5'----f---O--+--O-._OO-'o/c-c_7 j :.u / A MW A40 D 0.5 2,451 2.09% ~"" "t-----t-----f----+------+-------f--~~---+------j ' •/ A MW A41 B 0.5 0 0.00% / / /}----'--f----'--f-=-+------+-----''----f-----+------l •• T7 A MW A42 D 0.5 1,080 0.92% /~ / A HW A43 R 0.8 3,677 3.13% /, +------t-----f----+------+-------f--~~---+-----t / A HW A44 D 0.8 2,779 2.37% / ►/··•+----A---+---M_W __ +--A_45--l ___ B __ ,_ __ o_.5 __ -+--o--+--0-.0-0_%_"7 ; ;:::,_ __ A __ -+-__ M_W __ 1-A_4_6-+-__ D __ -+-___ 0_.5 ___ f--~l,~4_67 _ _, __ l_._25_o/c_,_7 j/1//. . A MW A47 B 0.5 0 0.00% •;,,:,//.f---A--+---M-W---,-A-4-8-t---R---t+----0-.5---+--1,-5-53---t---l-.3-2°-%---i :-/ ,+-----+-----+---t-----t------+--__:--+-------i /. A MW A49 R 0.5 1,553 1.32% A MW A50 D 0.5 2,675 2.28% .·/ A MW A51 D 0.5 2,855 2.43% ,-;,-,/f----'----l--'-'-"--t-'-'=+----=--+----'-"'----t--2-'-'-'---+--"--'-'---t /. , A . MW A52 D 0.5 2,321 1.98% 1/" / /+-------+-----+----+-----+------+---'--+--------< ,/// A MW A53 D 0.5 411 0.35% E / ·' 1------l-----t--+-----+-------t-----+------1 ,~/-_, A MW ASS B 0.5 0 0.00% / /.' /1------l-----t--+-----+-------t-----+------1 /. "./ 1-__ A __ -+-__ M_W __ +-_A_56__, ___ D __ -+-___ 0_.5 __ __, __ 2_8_8_-+ __ 0_.2_5_o/c_, ____, _,-/.' / A MW A57 D 0.5 715 0.61% ~::--,-:;?:f------l-----t-'-'=+-----+----'-"---t---'--'--+-==----t /;;;;+--__ A __ +-_M_W_-t-'A-'5-'8-+ __ B __ +----'0.-'-5---+----'0--t----'-O._OO-'o/c-o---l ///.·· A MW A59 D 0.5 3,217 2.74% ;>/ f--__ A __ _,_ __ M_W __ -+-_A_60__, ___ B __ -+-___ 0_.5 __ __, ___ 0 __ +-_0_.0_0_o/c_,---, . ·;; A MW A61 B 0.5 0 0.00% , ,,/..------+-----+----+------l------+-----+-------1 // A MW A62 D 0.5 2,497 2.13% ;;,;1-__ A __ -+-__ M_W __ +-_A_63--1 ___ D __ -+-___ 0_.5 __ __, __ 2~,_76_2_-+ __ 2_.3_5_o/c_,____, //', 1---A __ -+-__ M_W __ +-_A_64--1 ___ D __ -+-___ 0_.5 __ --1 __ l~,_6_13_-+ __ 1_.3_8_o/c_c ____, ??'//1_,f--__ A __ +-_M_W __ +-A_6_5-+ __ D __ +-__ 0_._5 __ -+-_2~,_77_8_-+ __ 2._37_o/c_,---I ' / ' A MW A66 D 0.5 2,403 2.05% /f--------1-----t---+------+-------t-~---j-------1 A MW A67 D 0.5 2,310 1.97% A MW A68 R 0.5 2,483 2.12% A MW A69 R 0.5 3,679 3.14% A MW A70 D 0.5 3,149 2.68% A MW A71 D 0.5 1,418 1.21% A MW A72 B 0.5 0 0.00% 117,300 CONTROLLER/STATION NUMBER VALVE SIZE VALVE FLOW (GPM) 100.000/4 NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS. ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: BUBBLERS AND LATERAL LINES ARE SHOWN WITHII\J PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTED: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE OF TREES. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE E: CONTRACTOR SHALL PROVIDE FINAL IRRIGATION AS-BUILT PLANS TO BE REVIEWED AND APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. NOTE F: THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIO,NS, SWIMMING POOLS, OR WELLS ON THE SITE. NOTE G: IN ACCORDANCE WITH CITY CODE, CONTRACTOR TO PROVIDE A COMBINATION OF DISTANCE AND 6"X6" CONCRETE CURB ALONG THE PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTIES' POTABLE WATER SYSTEM. sweeney + associates IRRIGATION DESIGN AND CONSULTING ivlUHid'l, l~ '~2St3 ,·: 1n;u(;p1w~•inets1;'.r.,C n,m!t· ('151/ -1-bl b3JIJ w, -_.1,1111 iwe;l!ne-i•Vioc.~omlt (9$1) .11,1.1,:;50 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 NOTE: IRRIGATION AS-BUil TS HAVE BEEN DRAFTED BASED UPON CONTRACTOR PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE IRRIGATION AS-BUILTS. BASED ON CONTRACTOR PROVIDED INFORMATION. A20 1.5" 35 30 -OPERATING PRESSURE (PSI) APPROVED FOR !RR/GA TION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. l---+----l+----+----1 s 1.75 1,500 ZONE AREA (SFT) ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER FOR DRIP TUBING ZONES 1,750' -LENGTH OF DRIP TUBING TUBING Q., " " AS BU I LT" ~ t-2117 R~· 20v DATE REVIEWED ~Y: t'C-,..k:5, C.1: 8\-4\\: INSPECTOR DATE 1---t----+------------+----+--+-------I-----I----I ~ _c_r_T_Y_o_F_c_A_R_1_s_B_A_D~ _s_H4E~ET~s ~ _ PLANNING DIVISION _ Expiration Dote:": JQ; ~o, 1-----+---t---------------------+---+--~ ---------+----- LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL f-----+--------------+-----+---+---+----11-AP-PR_o_vE_D_: ~j~_--=---l~&+-l '~tt~X=. *=-· ..__ __ . PLANNING 5 . 2-11 DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: AM CHKD BY: ~N-f __ RVWD BY: PROJECT NO. DRAWING NO. CD 13-18 480-9L 340' A53 1" 3 30 OUTDOOR EATING AREA TUBING DRIP 0 72 411 t--+---+----1c--+----i 840' A54 1 " 8 30 TUBING A55 4 A60 6 TO m_· ?H1:Cv!J"J r·::::r:: F .-.!Vb!NG /·-'!.>'--\ TUBING ~ EXIST. POST INDICATOR VALV (PIV) SCREENED BY PLANTING DRIP 0.72 1,015 1 " 3 30 BUBB 3.00 N/A DRIP 0.72 3,217 4 30 BUBB 3.00 N/A DRIP 0.72 2,762 ·-:--:--1 _J ..... ·.· !., ii' Mii:JNE IS 9' tJ!i2'' ,-, .:y 7 DOMESTIC LINE FOR BUILDING, REFER TO UTILITY FRPj~ACK OF;f/JRB ' PLAN FOR ACTUAL TYPE AND SIZE · . . . __ ___ :·'·"" .. ,_,, ,_, __ , 't' __ '!'~~-~------------------:.1=_---~-~-]~Z~r-=·-=_ ---=_---""""ccit~-,~-41. {/ ' /i/ ~.. I ,r -~ --y -1 . i://_ DOMESTIC LINE TYPICAL, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE 6" FIRE SERVICE LINE, REFER TO UTILITY PLAN FOR ACTUAL TYPE AND SIZE -------~-~+------w ·.·( < .. I 8" POTABLE WATER LINE TYPICAL, REFER TO UTILITY "''" .··.,·· ''""' ,w,,, , W• PLAN FOR ACTUAL TYPE AND SIZE INLINE IS 9'. Cl 12" .MJclAGKO; l9URB 0- 39' ( ' ' •• L. I 66' ' 27' I i I • MAINLINE IS 9" TO 12" FROM BACK OF CURB CONTROLLER/STATION NUMBER VAtVESIZE•---- w A20 35 30 OPERATING PRESSURE (PSI) s 1.75 1,500 ZONE AREA (SFT) FOR DRIP TUBING ZONES L ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER 1,750' TUBING BASIN 1 ·y; 4-7_;:J il:: -,,--,,,_, -,-,, ,,,...,., ,ii.) 1'..J() v::, A66 1.5" 20 30 1,990 t----t---t--t---1 DRIP 0.72 2,403 UBING A67 1.5" 19 30 1,910' J----t---t--t---1 DRIP 0.72 2,310 TUBING . 72'. FERTILIZER INJ~CTOR LIGHT POLE LENGTH OF DRIP TUBING 1 O' / 63' ,1 14' i • ! I I / I i . A69 2 I ! I ' / I I i ' l ' i i i i ! I I • A73 1.5" 27 / 4 BUBB 3.00 A72 8 4 BUBB 3.00 . , ... , A71 1" 12 30 N/A 30 N/A 30 1,180' ,: NOTE A: POINT OF CONNECTION SHALL BE A 2" POTABLE WATER (FUTURE RECYCLED) METER WITH 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. METER STREET STATION NUMBER STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE NOTE B: 21+80 80 PSI 73 PSI 40 GPM 7 PSI MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE C: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK ,· ~-DRIP 0.72 1,418 TUBING ~ _.i • '• ' 1---1-----i-----<~--1--...f NOTED: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. I ' i ! ! / 1.5" I ! I 40 I I ·' I ' I 40 A70 1.5" 26 30 2,600' / ...__.._,D_Rl..,,P ..,__o_. 7_2_3_, 1_4_9 .,._T_UB_IN_G_. / i • j I NOTE E: CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. AIR SPADE SHALL BE UTILIZED FOR ALL TRENCHING WITHIN THE DRIPLINE OF TREES. CONTRACTOR SHALL REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE. NOTE F: CONTRACTOR SHALL PROVIDE FINAL IRRIGATION AS-BUILT PLANS TO BE REVIEWED AND APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES . NOTE G: THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STATIONS, SWIMMING POOLS, OR WELLS ON THE SITE. NOTE H: IN ACCORDANCE WITH CITY CODE, CONTRACTOR TO PROVIDE A COMBINATION OF DISTANCE AND 6"X6" CONCRETE CURB ALONG THE PROPERTY LINE TO DISTINGUISH SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTIES' POTABLE WATER SYSTEM. LANDSCAPE IRRIGATION WATER ANALYSIS / , PROJECT NAME: CARLSBAD FLORAL TRADE CENTER 5600AVENIDA ENCINAS CARLSBAD, CA j PROJECT ADDRESS: POINT OF CONNECTION NUMBER: CONTROLLER NUMBER OR LETTER: REFERENCE EVAPOTRANSPIRATION RATE (Eto): TOTAL OF HYDROZONE AREAS (HA): TOTAL OF SPECIAL LANDSCAPE AREAS (SLA): TOTAL LANDSCAPE AREAS (LA): MAXIMUM APPLIED WATER ALLOWANCE: 1 A 40.0 INCHES/ YEAR ---------- 117,300 SQUARE FEET ----~~---- _____ o~ ____ SQUARE FEET ____ 1_1~7,~3_00 ____ SQUARE FEET NOTE: IRRIGATION AS-BUILTS HAVE BEEN DRAFTED BASED UPON CONTRACTOR PROVIDED INFORMATION. SWEENEY & ASSOCIATES INC. ASSUMES NO LIABILITY AS TO THE ACCURACY OF THE IRRIGATION AS-BUILTS. BASED ON CONTRACTOR PROVIDED INFORMATION. sweene!:J + associates IRRIGATION DESIGN A~ID CONSULTING e· intu,<)sw,,~r,,.,·1assoc.c·~mjt· [~51) ,>61-533•] w ·.-,w1·1.:;w,,~1:•.:·1.ia.•Jc.c~mlf· ,~~l) 4t>l ~~5J 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 ROTR 0.72 3,679 TOTALMAWA = (Eto)x(0.62)x[(0.7xLA)+(0.3xSLA)] = 2,036,328 GALLONS/ YEAR I I I I i I 'i / ESTIMATED APPLIED WATER USED: TOTALEAWU = (Eto) x (0.62) x [((PF x HA)/IE) + SLA] = 2,024,800 THIS PROJECT USES LESS WATER ----~~~------, j GALLONS/ YEAR THAN THE MAXIMUM APPLIED WATER ALLOWANCE \ "-HYDROZONE AREA (HA) CALCULATIONS FOR HYDROZONES: HYDROZONE PLANT ADJUSTED HA IRRIGATION HYDROZONE DESCRIPTION AREA (HA) FACTOR (PF) (PF x HA) EFFICIENCY (IE) / ,---1--~~~==~~-------------===~-====~-~~=~~~==~=, / / i ! ! f-•--,-. .' HYDROZONE #1: TURF AREA WITH SPRAY HEADS / I / HYDROZONE #2: SHRUB AREA WITH ROTOR HEADS / r -HYDROZONE #3: SHRUB AREA WITH INLINE DRIP TUBING I/. ......... HYDROZONE #4: TREES IN DG WITH INLINE DRIP TUBING 3,838 9,932 88,097 5,761 2,889 6,783 0.80 0.50 0.50 0.80 0.80 0.50 3,070 4,966 44,049 4,609 2,311 3,392 0.550 0.700 0.800 0.800 0.700 0.700 I j I EDGE OF WALK I I • / IRRIGATION POINT OF CONNECTION, REFER TO NOTE 'A' AT RIGHT ! ' I ROTR 0.72 2,483 j ' I / I I I I I ' i · .• HYDROZONE #5: TURF WITH ROTOR HEADS / / ... ·-. ._ if HYDROZONE #6: HYDROSEED WITH MP ROTATOR HEADS '"'!.. -.. -._ .. ' TOTAL OF ALL HYDROZONE AREAS (HA) ON THE PROJECT: 117,300 CALCULATED AVERAGE IRRIGATION EFFICIENCY OF ALL HYDROZONE AREAS: SPECIAL LANDSCAPE AREA DESCRIPTION J AREA (SFT) PLANT FACTOR (PF) N/A N/A ! 62,396 HYDROZONE AREA (HA) N/A N/A '" 0.775 IRRIGATION EFFICIENCY (IE) I " N/A N/A APPRO VEO FOR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREA. "AS BUILT" ~, 't-n-17 ~~ 1,Jp•t,()/} DATE ' INSPECTOR DATE LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL i-----r----t---------------+----+------+------+-------1-AP-PR_o_vE_□_.• rGJ'---'=~~J1-9°""'F---"'f..._l\,_,,~"'4'--- . PLANNING >---'"-·"=~-+--------------------+---+---+----+---I DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: AM PROJECT NO. DRAWING NO. 0ESIGNER OF WORK Expiration Date: 9/30/15 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: ~N-F __ RVWD BY: CD 13-18 480-9L '' ' ii i ' i I I ,., Ii SYMBOL Q T II F MANUFACT, ~ ~ ~ • RAIN BIRD b ~ ..,. w RAIN BIRD [CJ G El EB RAIN BIRD ['l l"'I ~ ■ RAIN BIRD "' RAIN BIRD 'v RAIN BIRD <" 6 @ HUNTER © g @ HUNTER ~ Q @ HUNTER ~ 6 @ HUNTFR © g @ HUNTER ~ ~ ® HUNTER .. El ~ I IUNTER [g c:a [Q] HUNTER i RAIN BIRD ----I I ----RAIN BIRD NO SYMBOL RAIN BIRD ® LASCO ® RAIN BIRD 1M] P.O.C. [BJ WILKINS NO SYMBOL V.I.T. ISZl RAIN BIRD I.El RAIN BIRD -LASCO @ HUNTER • RAIN BIRD ~ RAIN BIRD/ TORO/ SFNNINGFR NO SYMBOL RAIN BIRD © RAIN BIRD © RAIN BIRD [;] RAIN BIRD NO SYMBOL V.I.T. [El RAIN BIRD [El N/A AS APPROVED ------AS APPROVED ----AS APPROVED --- NO SYMBOL LASCO NO SYMBOL CHRISTY'S NO SYMBOL PAIGE NO SYMBOL RAIN BIRD NO SYMBOL CARSON NO SYMBOL AS APPROVED C: \DRAWING FILES\'ITLE SHEETS\CLSD IP.DWG IRRIGATION MATERIAL LEGEND MODEL NO, / DESCRIPTION GPM PSI RADIUS PR (TRI,) RD-06-S-P30-F-NP POP-UP TURF HEAD W/ SQ/BT/SH/BF NOZZLES .26, .35, .52, 1 .05 30 8 FT 1.58 IN./HR. RD-06-S-P30-F-NP POP-UP TURF HEAD W/ 1 OQ/1 OT/1 OH/1 OF NOZZLES .39, .53, .79, 1.58 30 10 FT 1.52 IN./HR. RD-06-S-P30-F-NP POP-UP TURF HEAD W/ 12Q/12T/12H/12F NOZZLES .65, .87, 1.30, 2.60 30 12 FT 1. 74 IN./HR. RD-06-S-P30-F-NP POP-UP TURF HEAD W/ 15Q/15T/15H/1 SF NOZZLES .92, 1.23, 1.85, 3.70 30 15 FT 1.83 IN./HR. 1402 BUBBLER HEAD ON RISER. EACH SYMBOL REPRESENTS TWO BUBBLERS PER .50 30 3 FT 2.41 IN./HR. TREE, PLACE BUBBLERS Al EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE RD-06-S-P30-F-NP POP-UP BUBBLER HEAD W/ 1402 BUBBLER NOZZLE, .50 (1.0) 30 N/A N/A EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE or ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. PROS-12-PRS40-CV-R POP-UP TURF HEAD w/ MP1000 NOZZLE .19, .37, .75 40 1 4 FT 0.39 IN./IIR. PROS-12-PRS40 CV-R POP UP TURF HEAD W/ MP2000 NOZZLE .40, .74, 1.47 40 20 FT 0.39 IN./HR. PROS-12-PRS40-CV-R POP-UP TURF HEAD W/ MP3000 NOZZLE .86, 1 .82, 3.64 40 30 FT 0.39 IN./HR. PGP-12-CV-R W/ NOZZLES .75SR/1.5SR/3.0SR HIGH POP SHRUB ROTOR HEAD 0.68, 1.30, 2.10 40 20 FT 0.75 IN./HR. PGP-12-CV-R W/ NOZZLES 1 .5/2.5/5.0 HIGH POP SHRUB ROTOR HEAD 1.45, 2.30, 4.75 40 27 FT 0.73 IN./HR. PGP-12-CV-R W/ NOZZLES 2.0/ 4.0/8.0 HIGH POP SHRUB ROTOR HEAD 1.85, 3.75, 7.50 40 34 Fl 0.72 IN./HR. PGP-04-CV-R W/ NOZZLES .75SR/1.5SR/3.0SR POP-UP TURF ROTOR HEAD 0.68, 1.30, 2.70 40 20 FT 0.75 IN./HR. PGP-04-CV-R W/ NOZZLES 1 .5/2.5/5.0 POP-UP TURF ROTOR HEAD 1.45, 2.30, 4.75 40 27 FT 0,73 IN./HR. XFS-P-06-12 PURPLE DRIP TUBING WITH 0.60 GPH EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. EMITTERS SHALL BE PRESSURE COMPENSATING. TUBING SHALL BE INSTALLED 4" BELOW FINISHED SOIL GRADE AND AT A MAXIMUM TUBING SPACING OF 16" ON CENTER. INSTALL TUBING ROW ADJACENT TO PAVING OR CURB EDGE A MAXIMUM OF 4" OFF OF Tl-IE EDGE. INSTALL 9" GALVANIZED STEEL JUTE WIRE STAPLES A MAXIMUM OF FIVE FEET ON CENTER ALONG THE LENGTH OF THE TUBING. XFF-MA-050 17mm BARB X 1 /2" MIPT MALE ADAPTERS WITH PVC TEE OR FLL FITTINGS FOR CONNECTION BETWEEN PVC LINES AND DRIP TUBING XFF 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING 1 /2" SCH. 40 PVC BALL VALVE WITH SLIP ENDS AND A LASCO MHT -102 3/ 4" MHY X 1 /2" SLIP ADAPTER WITH A LASCO FHT-301 I IOSE THREAD CAP FOR USE AS A DRIP TUBING FLUSH VALVE. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 1 O" ROUND VALVE BOX ARV050 AIR/VACUUM RELIEF VALVE INSTALLED WITHIN XFD-TFA-075 BARB X 3/4" FIPT TEE FITTING AND A AND A 3/4" X 1 /2" PVC REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY AT THE HIGH POINT OF EACH PLANTER. INSTALL A MINIMUM OF ONE (1) ARV FOR EXVERY 500 FEET OF DRIP TUBING IN ANY GIVEN DRIP ZONE. USING AN AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULIIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK. INSTALL INSIDE A 7" ROUND VALVE BOX (OLD CASTLE CARSON #L-809) 2" POTABLE WATER (FUTURE RECYCLED WATER) METER WITH 8" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WAITR PRESSURE IN FIELD 975XLS, 2" R/P BACKFLOW PREVENTION DEVICE WITH WYE STRAINER, PROVIDE RECYCLED WATER TESTING BYPASS TEE PER WATER DISTRICT REQUIRMENTS STRONG BOX SBBC-45SS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE 200-EFB-CP 2" NORMALLY CLOSED, PLASTIC MASTER CONTROL VALVE FS-150P, 11 /2" PVC FLOW SENSOR IN A SCH. 80 TEE, WIRE TO CONTROLLER WITHIN A 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SLO-CLOSE SCH. 80 PVC TRUE-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE HQ-44LRC-AW ACME THREAD QUICK COUPLER VALVE WITH LOCKING PURPLE COVER, INSTALL WITHIN 1 O" ROUND VALVE BOX XXX-PESB-R (1 ", 1 1 /2") SERIES PLASllC REMOTE CONTROL VALVE, SIZE AS SHOWN XXX-PESB-R ( 1 ", 1 1 /2") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SIIOWN, INSTALL TORO T-ALFD10150-L, 1" DISC FILTER AND SENNINGER PRESSURE REGULATOR PMR-MF-30 FOR DEMANDS LESS THAN 18 GPM. TORO T-ALFD15150-L 1 .5" DISC FILTER AND SENNINGER PR-HF-30 PRESSURE REGULATOR FOR DEMANDS GREATER THAN 18 GPM. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV. FD-101/202/401/601-TURF DECODER IN 1,2,4 & 6 STATION COUNTS. CONNECT ADJACENT RCV-R'S TO Tl IE MULTIPLE STATION DECODER AS SHOWN IN THE DETAILS. OPEN STATIONS MAY OCCUR ON MULTIPLE S IATION DECODERS. DO NOT RUN MORE THAN 100 FEET AWAY FROM ANY DECODER. LSP-1TURF LINE SURGE PROTECTION, INSTALL IN A STANDARD RECTANGULAR VALVE BOX W/ REQ. GROUNDING PER DETAIL SD 210-TURF SENSOR DECODER FOR CONNECTION OF THE FLOW SENSOR TO THE TWO WIRE PATH. INSTALL SENSOR TO THE FLOW SENSOR WIRES AS REQUIRED ESP-LXD, 200 STATION MODULAR DECODER (TWO ·WIRE) CONTROLLER WITH TWO (2) ESPLXD-SM65 EXPANSION MODULES. INSTALL IN THE APPROXIMATE LOCATION SHOWN ON THE DRAWINGS, PROVIDE RECYCLED WATER WARNINGS PER WATER DISTRICT REQUIREMENTS. SB-16SS STRONGBOX STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE WITH CSA SUB-ASSEMBLY, RGVRSS AND QP-16 ETC-LX, ET MANAGER CARTRIDGE AND BACKUP CARTRIDGE INSTALL ANTENNAE ON CONTROLLER ENCLOSURE AND WIRE TO CONTROLLER WITH PROVIDED CABLE. INSTALL WITH RSD-cEX RAIN SHUT OFF DEVICE. 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE "RECYCLi::D" PVC PIPE 3/4" 3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE "RECYCLED" PVC PIPE 2 1/2" CL. 31 :i SOLVENT WELIJ AS MAINLINi::S 18" BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GREY IN COLOR, AND SIZED TO MATCH THE MAINLINE PIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE WITH MOLDED THREADS. ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENT CEMENT. PRIMER SHALL BE LOW voe "PURPLE PRIMER". MAINLINE SOLVENT CEMEN I SHALL BE LOW voe, "GRAY-HEAVY BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW voe, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST ONE rlALF THE SIZE OF THE LARGEST SIZE PIPE BEING JOINED. MAXI-WIRE FOR TWO-WIRE PATH TO ALL Rev's AND DECODERS, INSTALL INSIDE AN 1 1 / 4" SCH. 40 GREY ELECTRICAL CONDUIT 24" BELOW GRADE. THE TWO-WIRE PATH MUST BE ROUTED UP AND INTO A REMOTE CONTROL VALVE BOX OR PULL BOX AT A MAXIMUM DISTANCE OF 200 FT ON CENTER AND AT EVERY DIRECTIONAL CHANGE OF 45 DEGREES OR GREATER SPLICE-1 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND AIR RELIEF VALVES USE MODEL 708, 1 O" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE PURPLE HOPE BODY AND PURPLE LIDS. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOi INSTALL IN CONCRETE OR ASPHALT. RECYCLED WATER SIGNS, INS IALL QUANTITY AND LOCATIONS PER WATER DISTRICT AND COUNTY REQUIREMENTS AT TIME OF RECYCLED WATER CONVERSION REVISED: 5/15/2012 IRRIGATION NOTES DETAIL 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. A,B 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, A,B 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. A,B 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. A,B 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. C 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 A 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 A AUTHORIZED REPRESENTATIVE. A 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. A 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. A 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE A CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. A 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC A UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. A 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH D,E,F MANUFACTURER SPECIFICATIONS. 15. CONTRACTOR SHALL PROVIDE FINAL IRRIGATION AS-BUILT PLANS TO BE REVIEWED AND APPROVED AND SIGNED BY THE CITY PRIOR TO RELEASE OF SECURITIES. D,E,F D,E,F IRRIGATION CONTROLLER RUN TIMES F,G POC or Controller JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. A ETo / Month (Inches): 2.20 2.80 3.40 3.80 4.90 4.70 5.50 4.90 4.50 3.40 2.40 2.00 44.50 ETo / Day (Inches): 0.07 0.10 0.11 0.13 0.16 0.16 0.18 0.16 0.15 0.11 0.08 0.06 0.12 F,H Irrigation Days/ Week: 3 4 5 5 6 6 7 6 6 5 4 3 Plant/ lrrlg. Type AKc I Pr Rate I IE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Trees 0.80 I 0,72 I 0.90 12.3 13.0 11.4 13.1 13.7 13.5 13.1 13.7 13.0 11.4 10.4 11.2 Min./Day/Zone Drip Number of Zones: I 3 36,8 38.9 34.1 39.4 41.0 40.6 39.4 41.0 38.9 34.1 31.1 33.5 Total Mln./Day N/A Turf 0.80 I 1.74 I 0,63 7.3 7.7 6.8 7.8 8.1 8.1 7.8 8.1 7.7 6.8 6.2 6.6 Min./Day/Zone I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES AND 1,W-35 Spray Number of Zones: I 2 14.6 15.4 13.6 15.7 16.3 16.1 15.7 16.3 15.4 13.6 12.4 13.3 Total Min./Day APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Turf 0.80 I 0.72 I 0.80 13.8 14.6 12.8 14.8 15.4 15.2 14.8 15.4 14.6 12.8 11 7 12.5 Min./Day/Zone I Rotors Number of Zones: I 1 13.8 14.6 12.8 14.8 15.4 15.2 14.8 15.4 14.6 12.8 11.7 12.5 Total Min./Day sweene!:J + associates J Shrubs 0.40 I 0.72 I 0.80 6.9 7.3 6.4 7.4 7.7 7.6 7.4 7.7 7.3 6.4 5.8 6.3 Min./Day/Zone IRRIGATION DESIGN AND CONSULTING K Rotors Number of Zones: I 3 20.7 21.9 19.2 22.2 23.1 22.8 22.2 23.1 21.9 19.2 17.5 18.8 Total Min./Day 38730 5ky Canyon Drive, Suite C ' Murrieta, Cu 9l563 it' ,.,: lnfu@5wceneya,~oc.cornlt: (951) 461-633() Shrubs 0.40 I 0.39 I 0.80 12.7 13.5 11.8 13.6 I 14.2 14.1 13.6 14.2 13.5 11.8 10.8 11.6 Min./Day/Zone ,, w; ','/'N't/.S\VC~U<lya;SQC.CQllllf: (951) 461-GOSU L MP Rotators Number of Zones: I 3 38.2 40.4 35.4 40.9 42.6 42.2 40.9 42.6 40.4 35.4 32.3 34.7 Total Mln./Day M Shrubs 0.40 I 0.72 I 0.90 6.1 6.5 5.7 6.6 6.8 6.8 6.6 6.8 6.5 5.7 5.2 5.6 Min./Day/Zone N Drip Tubing Number of Zones: I 46 282.1 298.1 261.6 302.1 314.2 311.4 302.3 314.2 298.1 261.6 238.5 256,5 Total Min./Day 0 Trees 0.80 I 3.00 I 0.90 2.9 3.1 2.7 3.2 3.3 3.2 3.2 3.3 3.1 2.7 2.5 2.7 Min./Day/Zone Bubble rs Number of Zones: I 19 55.9 59.1 51.9 59.9 I 62.3 61.7 59,9 62.3 59.1 51.9 47.3 I 50.8 Total Min./Day Total Number of Zones: I 77 462 488 429 495 515 510 495 515 488 429 391 420 Total Min./Day P,Q,R,S,T Total Controller Run Time in Hours: 7.70 8.14 7.14 8.25 8.58 8.50 8.25 8.58 8.14 7.14 6.51 7.00 Total Hrs./Day JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Note: These schedules are intended only for compliance with local municipal codes and the water efficient landscape ordinance. These calculatlons P,Q,R,S,T represent the MAXIMUM REASONABLE run times and are used to ensure that all irrigation may be completed during the specific watering window N//1 allowed. These schedules do not include rainfall, site soil types, specicic exposures (shade versus sun), actual irrigation days, or specific slope position. It is solely the responsibility of the irrigation contractor to program the controller as required to apply the correct amount of irrigation U,V water for the landscape. All smart controllers shall be programmed using the specified ET or weather sensing equipment, satellite provided ET data, soil moisture sensors, and rain shut off devices as required. Contractor shall provide a controller schedule inside the controller cabinet prior to final turnover of the project to the owner. Hours of operation shall be between 10:00 PM and 6:00 AM. u N/A I rn,mmrn;s,,n°" '"'"" HYDROZONE HYDROZONE DESCRIPTION -VALVE SIZE 1 MIX -SHRUBS IRRIGATED WITH INLINE DRIP I VALVE FLOW (GPM) APPROVED F"OR ·~- N/A 2 MIX SHRUBS IRRIGATED WITH ROTOR HEADS DRIP TUBING LENGTH !RR/GA TION AND PLANTING 3 TUR, IRRIGATED WITH SPRAY HEADS 1.5" (PSI) w A20 35 30 ~OPERATING PRESSURE 1,750' 4 TREES IRRIGATED WITH BUBBLER HEADS / ONLY, INCLUDING PRECISE 5 TREES IN DG IRRIGATED WITH DRIP 1 s 1.75 1,500 ~ZONE AREA (SFT) ru~ING W,Z LOCA T!ON or PLANTING 6 OAK TREES IRRIGATED WITH BUBBLER HEADS L L L ZONE PRECIPITATION RATE 7 GRASSPAVE2 IRRIGATED WITH ROTORS X AREA. -' 8 HYDROSEED WITH MP ROTATOR I IEADS IRRIGATION METHOD HYDROZONE NUMBER "AS BU IL T" N/A ,-- IRR METHOD: IRRIGATION METHOD DESCRIPTION DRIP SUB-SURFACE DRIP IRRIGATION N/A BUBB POP-UP BUBBLER HEADS RCE EXP. DA ll -- MRTR MP ROTATOR HEADS --· REVllWED BY: ROTR ROTOR HEADS IL 6051 SPRY SPRAY HEADS P,Q,R,S,T,W,A, r INSPECTOR DATE ...,1...,1-S•., l'\JG CH.Q.RT 0 TO 5 GPM 3/4" SCH. 40 PVC PIPE ~ CITY OF CARLSBAD ~ --5TO 10 GPM 1" SCH. 40 PVC PIPE y 10 TO 15 GPM 1-1/4" SCH. 40 PVC PIPE PLANNING DIVISION -4 15 TO 20 GPM 1-1/2" SCH. 40 PVC PIPE 20 TO 30 GPM 2" SCH. 40 PVC PIPE LANDSCAPE IMPROVEMENT PLANS FOR: N/A 30 T045 GPM 2-1/2" SCH. 40 PVC PIPE 45 TO 95 GPM 3" SCH. 40 PVC PIPE FLORAL TRADE CENTER NOTE: ~' ~OSCAPt COMMERCIAL CONTRACTOR SHALL SIZE ALL LATERAL LINES PE - ~' PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE-. SIZE EXCEED DESIGNATED GPM RANGE. -!i; ~~ ~ APPROVED: ('b;,.J:, g. E:.ll A <f.\.(.:,' AA -r-'J-0-2015 PLANNING •\. 0·1",1 r ---5 • <)'~',_ °"" ~'t. DATE INITIAL OWN BY: AM I PROJECT NO. I DRAWING NO. ~OFCAL\f~ DATE INITIAL DATE INITIAL CHKD BY: /1/f_ CD 13-18 480-9L DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Expiration Date: 9{50[1:5 it, ' L ,, --------INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISHED GRJ\DE IN TURF AREAS 1------POP-UP SPRINKLER HEAD, SPRAY OR ROTOR, SEE LEGEND FOR BRAND, MODEL, POP-UP HEIGHT AND NOZZLE REQUIRED ------- -nr,r-'-;rr'lc I 111 I I ,.,l;lt.:::=:1=Ft!~11~2'~' !f-~----1 STA POP PS INKL H / =1III111II1111l,1 N LL -U PR ER EAD12" = ;I IJ ;1 U ABOVE FINISHED GRADE IN SHRUB =1I I II I lIII111M 111 .II I I AND GROUND COVERS AREAS LL'I I I __ II 'll!.111I~1 l"llJ11~I,,~----UNDISTURBED SOIL !~~~JI I~~ ~HI~ o-'1::'t'-1,=t;;:++:::,--', ;++::;:;-i=r------DO NOT INSTALL USING SIDE INLET NOTE: ~----PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET ;i=-1 --SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE '¼ ~ 1--LATERAL LINE, SEE SPECIFICATIONS ..--------"'-~',c:c:-7-½ FOR TYPE AND DEPTH REQUIRED '! 'r-0 I ~ SECTION VIEW -N.T,S_ INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS_ INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. @ POP-UP SPRINKLER --~:-, -11,~m~-, 11~-ll~-I I l~-ll l~-I I l~-ll l~-ll l~-111-4-' -~~¥!~~EiDAi~~ -111--I I I-I I I-I I I-I I I-I I l-III-III-1II-TUBING INSTALLATION -111 --111--III-n r-n r-1Ir-1n -n r-I11-nr =---7'~"77"' --7e-r,s;s;,--,-,-, -- 0111::::::1 I 1=1 I Oil 11-11 1=-=1 I O ! I I==III::..:..::I I O ' DRIP TUBING = I l=I I l=I I l=I I l-III-III= 11-111-111=-~-AMMENDEDSOIL' -' ''Ti~~n1 II ,, ,wmwTI1W~illffiillTI1 LJ_ ~~l~~,,i~lcJ~VEL I I 1~111=1 I 1= 111 III-III-~l 11 -111-111--111 ~~l~~~~t~E ~ --r --r ----" TUBING INSTALLATION "-----WIRE STAKE SECTION VIEW -N.T.S. RECOMMENDED INSTALLATION: 'AS PER LANDSCAPE DRAWINGS TO INSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 1 112" BELOW FINISHED GRADE AND PROPERLY COMPACTED AS PER THE LANDSCAPED DRAWINGS PRIOR TO THE INSTALLATION OF THE TUBING. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 4" OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING @ DRIPLINE CONNECTION<SECTION> ~---------------FINISH GRADE ~----------------BRASS THD_ 90 DEG. ELL, TYPICAL ---------RIP PRINCIPLE BACKFLOW DEVICE WITH BRONZE WYE STRAINER AND 2 BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE ffl I ~ -----"SMOOTH TOUCH" STAINLESS STEEL ffl I -~ BACKFLOW ASSEMBLY ENCLOSURE ~Jl{l('-c:;• im1' 1~ (?J I rn, \ AND "POLAR BEARIER", IF SPECIFIED ' FLOW [ II 11("'" _,.;f--++----BRASS NIPPLES, LENGTH AS REQ. m ._ w-..-' Jr BRASS UNION, ONE REQUIRED ~ 12"MIN. ----BRONZE PRESSURE REGULATOR "-3" WI GAGE AND UNION, IF SPECIFIED SEE LEGEND •. -_ '•·• -•'• •i '' -' ·' --' -ASSEMBLYSHALLBESIZEDEQUAL TO J,;;jm_Jj-m;fil,,m'lli;;:;li' clllcm_ enmm'11rnm1J!m''IJimiillm;l 1illiiimlill;-mil!.l;;:;U!;-miill,mil THE BACKFLOW DEVICE SIZE TYPICAL 1TTTi:TIIWrrJ! ~~In! il#lllmillffilllimjjjffig jjj[;:;;_;;:;!l[;:;;-_, SCH 80 PVC FEMALE ADAPTER ~---''"iiln,,lci/r'I ncIIl;:;;J ~Il];c-ffi;:;;_;c'ffi,a,""wffi;:c. rn,~~J/i'fu::==--PVC MAINLINE TO MASTER VALVE ' , -'-llv -CONCRETE . , SLAB SCH 80 PVC NIPPLE 6" MIN. LENGTH ~-------------COPPERFEMALEADAPTER ~---------------TYPE K COPPER PIPE FROM METER SECTION VIEW -N_T,S_ NOTE: CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING_ IF BACKFLOW ENCLOSURE IS SPECIFIED, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER_ (DBACKFLOW DEVICE C: \DRAW MG FIL[S\T1TLE SHEETS\CLS8 IP.DWG R~\/ISED: 5/15/2012 -------------- "GRASSCRETE"----~ PLANTING AREA-~ FINISH GRADE GRASSSOD~ ,, ·'·'"'"' ~-POP-UP SPRINKLER HEAD, INSTALL FLUSH WITH FINISH GRADE SEE LEGEND FOR SPECIFICATION CENTER WITHIN CELL, TYPICAL ~ -, __ -_,-· .•• 4 ,----~if. l -. . . -.. . i -~ .... ; .. . : ..... .. ~ . . ... .,.· o= \J O ~ , ." ';tffiilll I 'I, /4 o O O • • • • /ll~I J ,1] \./2" SCH 80 PVC NIPPLE, o= r,_ □-~ i_-LENGTH AS REQUIRED 0 '--> 1 J -·, ,,II i-1/2" SCH. 40 PVC S X TELL ,:1_1 Ill I ITT ,1 o/ ..._,L."'-L,-,,1~1_='=_'T1;--------112" SCH_ 40 FLEXIBLE PVC _/ -"-' PIPE, 12" MIN_ LENGTH UNDISTURBED SOil ~ I 0 ' SCH 40 PVC SxT STREET ELL SCH 40 PVC SxSxT TEE FITTING _J~ LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED NOTE: INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVER SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL HEADS AS CLOSE AS POSSIBLE TO PLAN LOCATIONS AND WITHIN CELLS AS SHOWN SECTION VIEW -N.T.S. @ HEAD IN GRASSCRETE DRIPLINE BLANK LATERAL RAIN BIRD CONNECTION FITTINGS TO DRIPLIN E LATERALS --...______ --=----.:---:::_-::_-_-_-_----=--=.-..-=----------------- PVC HEADER DRIPLINE BLANK LATERAL ~ SIZE PER PLAN MIN. SIZE 314" ---- PVC HEADER AIRNACUUM RELIEF VALVE ~• MIN_ 314" SIZE ® FLUSH VALVE ---- I --I -,- PLAN VIEW -N.T_S_ CONNECTION TO PVC LATERAL SEE LEGEND FOR TYPE _J RAIN BIRD IN-LINE TUBING IN ROWS 14 -16 INCHES ON CENTER-~ ON LEVEL GROUND. INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER PLAN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH TUBING SECTION PER PLAN_ RUN AIRNACUUM RELIEF BLANK TUBING LATERAL ALONG HIGH POINT OF MOUND OR BERM. ATTACH ALL IN-LINE DRIP TUBING TO BLANK LATERAL_ MORE THAN TWO RELIEF VALVES MAY NEED TO BE INSTALLED PER SECTION DRIPLINE CONNECTION<PLAN) -----FINISH GRADE IN TURF AREAS --PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE_ HEAT BRAND "MCV" ONTO LID. ~ 11 ..., 2" "iii 'ill: " --S:N - 11111i'll11i M~N;r // p C IJJTrtw-111 FINISHED GRADE IN SHRUB AREAS 111=1 11 71~m-24" wIRE Loops AND ITT 11 F_LOW \-itli, 1 i' II I Ii'~ 3M DBY-6 WATERPROOF ~ WIRE CONNECTORS r / ' I~ EIITTf 1 1 11 II,tt: a _lL__"]l)---PVC MAINLINE TO FLOW SENSOR, PIPE PER PLANS 2" MIN. j AND SPECIFICATIONS ~~. •o• ~f"Jffi ~ U ..--'-,-----' ,-:n-. • , , .,1,. ~-BRICK S PPORTS, 'J I ril,i., i,l~0 .,._ 4 REQUIRED L[..[ c!;><:~11~?:£.'a ~• ~.g .~~Ii X ,,-CONTROL WIRES TO ~-------~,/ CONTROLLER, IN CONDUIT PVC MAINLINE FROM _______ _) IF INDICATED IN LEGEND BACKFLOW DEVICE OR SCH 80 PVC 45 DEGREE 4" MINIMUM DEPTH ELLS TO ACHIEVE MAINLINE ----LANDSCAPE FABRIC TO DEPTH AS REQUIRED COVER BOTTOM AND ALL LASCO #896 PVC UNION_ SIDES OF VALVE BOX J0 BASKET STRAINER, USE ~~------3/4" CRUSHED GRAVEL, SLIP X MIPT, SIZE PER RCV, ----ELECTRIC MASTER CONTROL 2 REQUIRED FOR ASSEMBLY SECTION VIEW -N.T.S. VALVE, SEE LEGEND FOR TYPE NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. 0 MASTER CONTROL VAL VE ~-------------ROOTBALLOFPALM SECTION VIEW -N_T_S_ SHRUBS OR GROUND COVERS, -~~~1/!2 SEE PLANTING PLANS \ \ \; MULCH LAYER, SEE PLANTING PLANS-------~~IL-£~~ Y--z;:.--7 ----------1\N'li' l~!Ai., "---'\-~ > ~------TURF, SEE PLANTING PLANS ,rn/J/1111,\\A __ , ·-= J ~If , .. ,c ••• --n FINISHED GRADE 1-111-1I1-111-1 I 1-1 l l-1 I 1-l I I- AMENDED SITE SOIL -1 I I 111 111 111 111 111 111 11 FINISHED GRADE DRIP TUBING WITH 0.6 G~H DRIP Jj J I j j j j j j j j jj ljj ' '111' ' '111j j j j j I j j j 111' ' '11 4" IN SHRUB BEDS EMITTERS INSTALLED 12 ON ~ ,-m-m ~-. . __ •-• ~ -m-I I ON CENTER INSIDE ENTIRE ' , LENGTH OF DRIP TUBING ~~-~-~~-c,,-/~• , ~TT11=Llm1I·I 1 1=1 )TT==,..,.,III•H '~II "1w",~11 112" MIPT X 17mm BARB MALE -------11-11 ' II-III-III- ADAPTER FITTING. Two (2) REQUIRED 11 11 111 111 1 11 , _-1 .-_111 111 _r FOR TEE FITTING, ONE (1) FOR 90' ELL -- SCH_40PVCTHREADEDTEE-----=_,II_I,_l ,1~I_:_?w~ 1~, 1 i 11 , 1 ,~ OR 90' ELL FITTING, 112" SIZE III=II ]¼~~='::r---ci I I=III=I SCH_80 PVC THREADED NIPPLE,---=-~,' 1~_1,~11' I 111 :l=_I I 1-1-11111111111: 112" X LENGTH AS REQUIRED : -=1 I l=I I 1 111 __ , ' GPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE, #GFN050600, 1/2" MIPT X 112" FIPT X 6" LENGTH -111-'11-1 1 SCH_ 40 PVC SLIP X SLIP X 112" FIPT-------' -:-:, 1 r;:;:I I ' TEE FITTING, HEADER SIZE BY 112" 1 /4 1 /_...__ '\ DRIP TUBING SUPPLY OR DISCHARGE-------+-+--.. \ HEADER, PVC LATERAL LINE PIPE, 1 114" MINIMUM SIZE, OTHERWISE SIZE PER THE DRAWINGS GPH IRRIGATION PRODUCTS 9" PVC ---~ COATED WIRE STAKE, #GDTS140900, INSTALLED FIVE (5) FEET ON CENTER SECTION VIEW -N.T.S_ @cOP)l:gf,t :>OH s...ri.y & AmciollO, lno 12" MINIMUM NOTE: 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. @ HEAD ON RISER DRIPLINE TUBING ~-----------FINISH GRADE IN TURF AREAS II :ill il I11 11i'1111i' 1111 Ii' 1111 111=111= J 'ic ~ ~--------PLASTIC 10" ROUND VALVE BOX WITH BLACK COLORED I T-COVER LID AND A CAPTIVE STAINLESS STEEL BOLT AND LOG-KIT_ HEAT BRAND "FV" ONTO LID. r-2"_~ ----FINISHED GRADE IN SHRUB AREAS '1"2" = I -=1 ---c '~ 11r11r11 -'l<c--c=~----\\t'§'R~ff----LASCO MHT-102 314" MHT X 112" SLIP MALE ADAPTER WITH A FHT-301 FEMALE HOSE THREAD CAP ~mcc"TT 1: ~~ ~ II-Iii-tl!,l,1,\1-;:------\\wm±f-----STAINLESS STEEL HOSE CLAMPS, TWO REQUIRED IYl"~--tt-------LASCO SCH. 40 PVC BALL VALVE, 112", SLIP ENDS 'a:9-re n-• ------3/4" CRUSHED GRAVEL, INSTALL 4" MINIMUM o"fiiitm ~ DEPTH INSIDE BOX ~ 'ii~~~ r~" "-LANDSCAPE FABRIC TO COVER BOTTOM [2<::, 0o""'-'Wc ~ -2<:;:J~ AND ALL SIDES OF VALVE BOX ~ BRICK SUPPORTS, TWO (2) REQUIRED ~ --,. __ '_-_-_-_-_-_-_-_-::_~-112" CLASS 315 PVC PIPE, LENGTH AS REQUIRED ~ END RUN OF DRIP SYSTEM DISCHARGE HEADER, PVC PIPE, TYPE AND SIZE AS INDICATED ON DRAWINGS '-------SCH. 40 PVC REDUCING ELBOW, 1" X 1/2", SLIP, TO REDUCE PVC PIPE FROM HEADER SIZE TO 112" PIPE SIZE '-----#4 X 36" REBAR SUPPORT STAKE NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. @ DRIP FLUSH VAL VE ~--------FINISHED GRADE IN TURF AREAS ----RAIN BIRD ARV050 AIR I VACUUM RELIEF VALVE W/ RAIN BIRD XFF-TFA-075 TEE COMBINATION TEE AND 3/4" X 112" REDUCER BUSHING ---PLASTIC ROUND VALVE BOX, 6" SIZE HEAT BRAND "ARV" ONTO LID. ! .. !j!j j!" !j j!j':~r/.~~~=-=-=~~ecit=-=_cel~_=_=_="li\j:= ~ FINISHED GRADE IN SHRUB AREAS llljjjllljjjl 2'£IN_ ljjjjjjjjjjjj lll11i'll11 5~ -111-111-~ 1T Ill : • i----~~~"J .-~-SUBSURFACE DRIP TUBING ~-,-----e,_:,gJL-----;;--~ o~ ii l'- ii'.!'. ~~~x~·•---BRICK SUPPORTS SECTION VIEW· N_T_S_ @DRIP AIR RELIEF VALVE LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT_ APPRO V[O F" OR !RR/GA TION /\NO PLAN TING ONLY, INCLUDING PR[C/S[ LOCATION or PLANTING AREA. sweene!:J + associates IRRIGATION DESIGN AND CONSULTING 38730 Sk•/ CJnyon Drive, Suite C MurrietJ, Ca 92563 L•: iufo@sweeneya,;:.oc.cornlt: (!lSl) 4Gl-5i:UlJ w; www.sweeHeyuaoc.,ornlf, (951) 451-5f;SU RCE __ _ "AS BU IL l" EXP. ___ _ DATF 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 REVIEWED BY: INSPECTOR DATE >-----+-------+-------------------I-----+--+-----··--ISIIEEfl CITY OF CARLSBAD-15HITT5l ---------------------1------1----+----+----1 L__:3.'5_J PLANNING DIVISION l__±:5_J t------+ ---~ -------------------+---+----+----+----I 9-Q-2015 DATE INITIAL DESIGNER OF WORK Expiration Date: 9/J0/15 REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ~=='--=========='..'==~ LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL I APPROVE:_ _&:;)_,\ _ _ix u~~fr 4.\ -I'> PLANNING DWN BY: ilM I PROJECT NO. I DRAWING NO. CHKD BY: /'lE CD 13-18 480-9L RVWD BY: ~ I ~-----FINISH GRADE IN TURF AREAS ~-PLASTIC RECTANGULAR VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. 2" .,, ____ 10 PIPE DIA .. ------i FINISHED GRADE IN SHRUB AREAS L PVC MAINLINE TO RCVS PVC MAINLINE FROM MASTER CONTROL VALVE, NO FITTINGS WITHIN 10 PIPE DIA. UP STREAM AND 5 PIPE PIPE PER PLANS AND SPECS. ~---BRICK SUPPORTS, DIA. DOWN STREAM OF SENSOR 4 REQUIRED 314" CRUSHED GRAVEL,---- 4" MINIMUM DEPTH ~----CONTROL WIRES TO CONTROLLER, IN CONDUIT IF INDICATED IN LEGEND LANDSCAPE FABRIC TO---~ ~----FLOW SENSOR, SEE LEGEND COVER BOTTOM AND ALL SIDES OF VALVE BOX NOTE: SECTION VIEW -N.T.S. FOR BRAND, MODEL AND SIZE USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. @ FLOW SENSOR ----FINISHED GRADE IN TURF AREAS ~--INLINE, PRE-SET PRESSURE REGULATOR, SIZE PER RCV PVC PIPE, AS LATERAL LINE, SIZE PER PLANS, TYPE PER LEGEND~ BRICK SUPPORTS, FOUR (4) REQUIRED LASCO #896 PVC UNION -~ SLIP X MIPT, SIZE PER RCV, TWO (2) REQUIRED PER RCV LANDSCAPE FABRIC TO ---~ COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL __ / VALVE, SEE LEGEND FOR TYPE ~-DRIP SYSTEM WYE FILTER, SIZE PER RCV !PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH 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. FINISHED GRADE IN SHRUB AREAS I-TTFTfF--24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90" SLIP ELBOW FITTING, SIZE PER RCV J--+--PVC MAINLINE PIPE, PJ SIZE PER RCV PVC MAINLINE RISER, SIZE PER RCV, LENGTH AS REQUIRED SCH. 80 PVC SLIP MAINLINE TEE FITTING, MAINLINE X MAINLINE X RCV SIZE ~----3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH SPARE WIRES ROUTED UP ----~ INTO BOX AND COILED ~------SCH. 40 PVC GRAY ELECTRICAL CONDUITS AND SWEEPS FOR CONTROL WIRE, SIZE PER LEGEND NOTE: CENTER DRIP VALVE ASSEMBLY IN VALVE BOX, UNIONS SHALL BE INSIDE OF BOX AND ACCESSIBLE. USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO AND OUT OF THE BOX, DO NOT CUT THE BOX. SECTION VIEW -N.T.S. @ DRIP RCV ASSEMBLY -PLASTIC RECTANGULAR VALVE BOX (BLACK LID) ~------RAIN BIRD MGP-1 GROUND PLATE, BOLT PLATE TO GROUND ROD USING CLAMPS PROVIDED ON PLATE ~---RAIN BIRD MSP-1 INSTALLED IN GROUND PLATE ~~~~~11~=t===r=====7\~" ffi1¥ ~ FINISHED GRADE •111 111 1 ·1· 11 11T ' 111 111 111 111 ·111 111 • ~ NATIVE OR UNDISTURBED SOIL 111 111 . 111 111 =111=11 II Ill. TO:::;:-'t MAXIWIRE TWO-WIRE ___J PATH TO DECODERS TWO GREEN WIRES FROM MSP-1 SHALL BE CONNECTED TO THE MGP-1 AS SHOWN 3/4" X 8 FT COPPER ---✓ CLAD GROUND ROD '='ii~~~-.\\-----WIRES FROM MSP-1 ------SPLICE-1 U.L.APPROVEDCONNECTORS ill-,,~---LANDSCAPE FABRIC AND 314" GRAVEL ~!1.st~~~~fi.~~}----RED BRICK SUPPORTS (4 REQ.) MAXI-WIRE TO CONTROLLER #6 BARE COPPER TO SECOND GROUND ROD ~---BARE COPPER GROUND WIRE (#6) CONNECT TO ROD WI BRASS CLAMP ~-----MAXIWIRE TWO-WIRE PATH TO CONTROLLER MGP-1 SIDE VIEW ® MSP & MGP INSTALLATION C: DRJ\WING FILES T,TLE SclEETS CLSB-IP.DWG REVISED: 5 15 2012 l~----------FINISHED GRADE IN TURF AREAS 1 j PLASTIC 10" ROUND VALVE BOX WITH T-COVER 't . . ·. AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "BV" ONTO LID. ·!!•!1!••!t!1r,, F= =='--"',=fee =CCC== =J== ==· ~~"i"'"f;-Jt 2" 11 I" ·1 I [~IF ~~--FINISHED GRADE IN SHRUB AREAS llll l i l ll l i' 11111 i l ll I 6" ------------LASCO "SLO-CLOSE" SCH. 80 PVC, [ [ [[ [ i [ [[ [ [ TRU-UNION BALL VALVE, SOLVENT 11=1 l I= WELD CONNECTIONS. SIZE BALL VALVE PER THE MAINLINE SIZE !i!fo -~-------6" PVC CL. 160 PIPE, LENGTH ~~t AS REQUIRED, 12" MINIMUM 00 l>CI------BRICK SUPPORTS, THREE REQUIRED • ;.s'-------ONE CUBIC FOOT OF • oOg 314" CRUSHED GRAVEL !) tc PROVIDE ONE 30" STEEL VALVE o<>° KEY FOR EA. 3 VALVES INSTALLED ~PVC IRRIGATION MAINLINE, ~;:--___ ____,, SEE LEGEND FOR SPECIFICATION '-Ecaf---lE"l/ SOLVENT WELD CONNECTIONS SECTION VIEW -N.T.S. CD BALL VAL VE WHEN USING AN FD-202TURF DECODER, INSTALL DECODER IN THE VALVE BOX OF THE RCV WITH LOWEST SEQUENCE NUMBER. HEAT BRAND "FD" ONTO VALVE BOX COVER --RAINBIRD FIELD DECODER (FD101TURF OR FD-202TURF) 314" SCH. 40 PVC ELECTRICAL SLEEVE TO THE ADJACENT REMOTE CONTROL VALVE SHARING THE FD-202TURF DECODER----~ ® BLUE BROWN BLUE 8" ~ FINISHED GRADE -MATCH COLOR CODE OF WIRES FROM THE DECODER TO RCV '-+I----SPLICE-1 CONNECTORS, SIX REQUIRED SEE DETAIL "F" FOR RCV INSTALLATION. RCV SHOWN OFFSET IN BOX FOR CLARITY /'----USE LONG SWEEP ELLS-~---..., INTO AND OUT OF BOX ~ MAXI-WIRE PATH IN 1 1/4" CONDUIT DECODER INSTALLATION ----FINISHED GRADE IN TURF AREAS ~-----CONNECT TWO GREEN/YELLOW WIRES FROM LSP-1TURF LINE SURGE SUPPRESSOR TO GROUND ROD WITH 2 SEPARATE BRASS CLAMPS ~---RAIN BIRD LSP-1TURF LINE SURGE PROTECTION DEVICE, WIRE PER MANUFACTURER'S RECOMMENDATIONS ~--PLASTIC RECTANGULAR VALVE BOX (BLACK LID) HEAT BRAND "LSP" ONTO LID. ,!_. =-,:121.. mr---FINISHED GRADE IN SHRUB AREAS ~ 1 11 i'll11i'11_. ~-NATIVE OR UNDISTURBED SOIL 111 111 -l-=-=111= ~ ~----SPLICE-1 WATERPROOF CONNECTORS ~---CONNECT TWO WIRE PATH TO BLUE WIRES FROM LSP-1TURF LINE SURGE SUPPRESSOR LSP-1 INSTALLATION J --FINISHED GRADE IN TURF AREAS ----PLASTIC 10" ROUND VALVE BOX WITH T-COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT. HEAT BRAND "QCV" ONTO LID. ----FINISHED GRADE IN SHRUB AREAS 3" ~--l'cE"H-l"c+tt----QUICK COUPLING VALVE, SEE >k--F==V' lU11 il ll l l LEGEND FOR BRAND AND MODEL O ----tt===----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH ,i-~-----LANDSCAPE FABRIC TO .-LJ1•00JOf • tpo '' ;: ~~! ~g1~Roiov~~~ ~~~ ALL '1!~ · BRICK SUPPORTS, 3 REQUIRED PVC MAINLINE-~ SEE LEGEND AND SPECIFICATIONS --------~LASCO SNAP-LOK PVC SWING JOINT WI MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR 3/4" QCV USE MODEL G13T-310 1" QCV USE MODEL G13S-310 '--------7,-----,,-------c ___ __J-+--~_-~-f---SCH 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE ------------REBAR STAKES, 112" DIAMETER x S_ECTION YIEW • N.T.S. 24" LONG, TWO REQUIRED NOTE: USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. QUICK COUPLERS SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. QUICK COUPLER VAL VE WHEN USING AN FD-401 OR FD-601 TURF DECODER, INSTALL DECODER IN A SEPARATE VALVE BOX AND ROUTE THE REQUIRED WIRES TO THE ADJACENT RCVS. HEAT BRAND "FD" ONTO VALVE BOX COVER BLUE BLUE 5 5 J J J J w w ;'f ;'f Cl'. Cl'. Cl Cl RAINBIRD FIELD DECODER (FD401TURF OR FD-601TURF) WITH BUILT IN LSP-1 SURGE ARRESTOR 1 114" SCH. 40 PVC ELECTRICAL SLEEVE TO THE ADJACENT REMOTE CONTROL VALVES SHARING THE FD-401/601TURF DECODER ~ FINISHED GRADE 8" ~H---MATCH COLOR CODE OF WIRES \ FROM DECODER TO RCV'S · -1----SPLICE-1 CONNECTORS, QUANT. AS REQUIRED REQ. TWO PER RCV SERVED SEE DETAIL "F" FOR VALVE BOX INSTALLATION WITH FABRIC, GRAVEL AND BRICKS ----------USE LONG SWEEP ELLS INTO AND OUT OF BOX ~ MAXI-WIRE PATH IN 1 114" CONDUIT CONNECT TWO GREEN/YELLOW WIRES FROM LSP-1TURF LINE SURGE SUPPRESSOR TO GROUND ROD WITH 2 SEPARATE CLAMPS 11------314" X 8' COPPER CLAD GROUND ROD @ DECODER W/ LSP INSTALLATION ~-----FINISHED GRADE IN TURF AREAS --PLASTIC RECTANGULAR VALVE BOX WITH 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. PVC PIPE, AS LATERAL LINE, SIZE PER PLANS, TYPE PER LEGEND~-r BRICK SUPPORTS,--~ FOUR (4) REQUIRED LASCO #896 PVC UNION---~ SLIP X MIPT, SIZE PER RCV, TWO (2) REQUIRED PER RCV LANDSCAPE FABRIC TO ---~ COVER BOTTOM AND ALL SIDES OF VALVE BOX ELECTRIC REMOTE CONTROL -~ VALVE, SEE LEGEND FOR TYPE SPARE WIRES ROUTED UP ---~ INTO BOX AND COILED NOTE: FINISHED GRADE IN SHRUB AREAS I-TTFrn---24" WIRE LOOPS AND 3M DBR/Y-6 WATERPROOF WIRE CONNECTORS SCH. 80 PVC 90" SLIP ELBOW FITTING, SIZE PER RCV 1--+---PVC MAINLINE PIPE, PJ SIZE PER RCV PVC MAINLINE RISER, SIZE PER RCV, LENGTH AS REQUIRED SCH. 80 PVC SLIP MAINLINE TEE FITTING, MAINLINE X MAINLINE X RCV SIZE ~----314" CRUSHED GRAVEL, 4" MINIMUM DEPTH ~------SCH. 40 PVC GRAY ELECTRICAL CONDUITS AND SWEEPS FOR CONTROL WIRE, SIZE PER LEGEND USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. USE STANDARD BOX OPENINGS FOR ALL PIPING INTO AND OUT OF THE BOX, DO NOT CUT THE BOX. SECTION VIEW -N.T.S. @ REMOTE CONTROL VAL VE -----PLASTIC RECTANGULAR VALVE BOX (BLACK LID) • • MAXI-WIRE:] TO DECODERS MAXIWIRE TWO-WIRE PATH TO DECODERS TWO GREEN WIRES FROM --~ MSP-1 SHALL BE CONNECTED TO THE MGP-1 AS SHOWN 3/4" X 8 FT COPPER----✓ CLAD GROUND ROD ---RAIN BIRD MSP-1 INSTALLED IN GROUND PLATE " f,. ,__ _____ SPLICE-1 U.L. APPROVED CONNECTORS ill-,,~---LANDSCAPE FABRIC AND 3/4" GRAVEL ~~:f,!f:{~;J-----RED BRICK SUPPORTS (4 REQ.) MAXI-WIRE TO CONTROLLER #6 BARE COPPER TO SECOND GROUND ROD ~----BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP ---MAXIWIRE TWO-WIRE PATH TO CONTROLLER MGP-1 FRONT VIEW ® MSP & MGP INSTALLATION APPROVED F'OR !RR/GA TION ANO PLAN TING ONLY, INCLUDING PRE:.C/S[ LOCATION or PLANTING AREA. sweene!:J + associates IRRIGATION DESIGN AND CONSULTING ]8730 Sk:; C~ll'/011 Drive, Suite C Murrieta, Ca 9l.3G3 e: i"fo@:;wee11e:;a:;:.oc.com1t {!lSl) 46(-6830 w: W'.'IW :;weeneya.:.oc.c<.>mlf: (931) 4Gl-Gi>5U "AS BU1LT" RC[ EXP. DATE 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 I[ 6071 RlVIEWEO BY: • ·----------+--- 1----+----+-------------··--------+--- 1---+---+---------------------· ·----- 1----+----+--------------- DATE INITIAL DESIGNER OF WORi< Expiration Dote: 9/J0/15 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL INSPECTOR DAT[ m CITY OF CARLSBAD SHEETS 6 45 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL APPROVED: PLANNING DWN BY: .. _f1.M__ CHKD BY:~~- RVWD BY: PROJECT NO. CD 13-18 '--t -1, 1.::; DRAWING NO. 480-9L ' i I -,., i:i I, '' STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION CONTROLLER STAINLESS STEEL 16" WIDE TOP-ENTRY CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED POWER SWITCH AND RECEPTACLE 1 114" PVC CONDUIT/ SWEEP FOR ELECTRIC SERVICE 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ.) 1" PVC CONDUIT/SWEEP FOR TELEPHONE LINE (IF REQ.) ---DUAL HYDRAULIC PISTONS SUPPORT LID OPEN CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: 38"H x 16"W x 15.5"D ---TERMINAL STRIP FOR REMOTE CONTROL VALVE WIRE CONNECTION --STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN E~i=,,-PREFORMED ALUMINIUM PAD -1-II--STRONGBOX QUICKPAD i!'f--~II= ENCLOSURE MOUNTING PAD -I WITH PREFORMED ALUMINIUM -s PAD, PLASTIC BASE AND ALL ilj'----',-[-STAINLESS STEEL HARDWARE ~~::;==f~-1 114" PVC CONDUIT/SWEEP FOR COMMUNICATION CABLE TO OTHER CONTROLLERS (IF REQ.) ' ~ 3" PVC CONDUIT/SWEEP FOR ~ CONTROL WIRES TO VALVES 1 1/4" PVC CONDUIT I SWEEP FOR GROUND WIRE ~--------1" PVC CONDUIT/SWEEP FOR FLOW SENSOR/MCV WIRES (IF REQ.) SECTION VIEW -N.T.S. @ CONTROLLER ENCLOSURE NOTE: 1-~-----LOW VOLTAGE WIRES, 3 MAXIMUM ------WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 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 WIRE CONNECTOR WIRES SHALL BE PRE-STRIPPED OF 112" OF THE INSULATION PRIOR TO INSERTION INTO ~-THE CONNECTIOR TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SECTION VIEW -N.T.S. WIRE CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS WIRE CONNECTOR SHALL BE A RAIN BIRD SPLICE-1 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A WIRE 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. (j) WIRE CONNECTION FINISH GRADE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS. THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE, THE SLEEVE SHALL EXTEND 5-FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 10 FEET. f ______ POTABLEWATERLINE 12" -------------12" MINIMUM CLEARANCE (TYPICAL) 0 ,,-0-----------RECYCLEDPRESSURE MAINLINE AND SLEEVE @ POTABLE MAINLINE CROSSING C: DRf\W1NG FIL[S TIILE Si-EErS CLSO IP.DWC RE\/ISED: 5 15 2012 -------BARE COPPER GROUND WIRE (#6) CONNECT TO ROD W/ BRASS CLAMP ------PLASTIC RECTANGULAR VALVE BOX HEAT BRAND "GR" ONTO LID FILL 1/2 OF BOX WITH COMPACTED SITE SOIL RED BRICK SUPPORTS (4 REQ.) l if.:.: . w ~-----------BARE COPPER GROUND WIRE (#6) SECTION VIEW FROM CONTROLLER, 8' MINIMUM @) GROUND ROD INSTALLTION "I I 1=='1 TT'== r.·.'7"'= ,.---CONCRETE THRUST ~ BLOCK, TYPICAL -, -1 1 11:1:lmlllTFllf:---1 1 1-111~ ~--1-~· ·. -:· -11~ --1 11= -Jr MAINLINE PIPE 'TTT' 111~ 1 • ,111- 11.L ~ UNDISTURBED SOIL -=I 1, ,_ 45 DEGREE ELL 'I I 1· .. -1'' ,-, ',--, ·:.m·'' 90 DEGREE ELL I 11= I I~ -, THRUST BLOCKS TO BE ----CONCRETE THRUST 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED FOR 3" AND LARGER PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 BLOCK, TYPICAL ---l~J--- ---MAINLINE PIPE ::fl i' ·._I I ~I 17 " IT •I I ', ,_ ------UNDISTURBED SOIL ,-II TEE SECTION VIEW· N.T.S. @ THRUST BLOCKING SIDEWALK---~ CURB----~ NOTE: APPROX. 8" ~-~--METER BOX WITH METER /24" I I 6------+---~-----'l.----- VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE IN THE STREET. @ POTABLE SERVICE LINE CROSSING . 5' <C ~llllltlllllllllllMilllltlllllllllllllllll'-.. ,__-FINISH GRADE B UNDISTURBED SOIL "----CLEAN COMPACTED BACKFILL CJ.+-+='+---LATERAL LINES, SEE SPECS. i< I x r. 111-111 111 111 111 111 1 I I 1 _i~TITTf~Hffi~.f---_-_:::::L~: 1 ::~::E::::~NGTAPE' 111 111 111 111 111 \ "· .:+ grnrrm"-I -~~:~(FY~!'T~A~~LINE,SEE -II I-I I I-. ' ,£fl · j&, 'QJI-III-I . _I _ .·· 7f:/f 1{L--:1 ?f .·f'2u _ . l_ll111_IIIm_III~m-1111T1~m-IIImlllmlll1 DIMENSION A B C 1/2" TO 2-112" IN SIZE 18" 12" 4" 3" TO 6" IN SIZE 24" 4" SECTION VIEW -N.T.S. 'NOTE: PROVIDE TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. @ PIPE INSTALLATION 9" CAUTIOte:::2,¼ RECYCLED WATER USED FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA UNICAMENTE PARA REGAR PROHIBO TOMAR 4 NOTE: 1. TWO MINIMUM PER SITE DESIGN NOTES: 1. 2" SQ. ALUMINUM TUBE PAINTED TO MATCH FRAZEE "ORANGE PEAL" 2. FINISH GRADE 3. CONCRETE FOOTER 4. 9"x14"x118" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS RECYCLED WATER SIGN NOTE: SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. DIMENSION A B C 1/2" TO 6" IN SIZE 36" 24" 24" D 4" PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL, SECTION VIEW -N.T.S. 'NOTE: PROVIDE TWO LAYERS OF WARNING TAPE RUNNING CONTINUOUS ALONG THE ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF THE MAINLINE. @ SLEEVE INSTALLATION STREETSURFACE --------~ POTABLE WATER MAINLINEl MINIMUM REQUIRED --~----- VERTICAL SEPARAT~ RECYCLED WATER IRRIGATION / MAINLINE IN SLEEVE ~ NOTE: ~ 3.5" 12" ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE ANO LABELED AS SPECIFIED IN THE "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS WATER DISTRICT" RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS OCTOBER 1993. POTABLE MAINLINE CROSSING APPRO V[O roR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCATION or PLANTING /\REA. sweene!:J + associates IRRIGATION DESIGN AND CONSULTING ·31::,730 Sky C~nyon Oriv~, S\llte C Murriet,, Cu 92~63 c: lnfo@sweenay,i11oc.com!t: (951) 461·6830 w: www.swe€neya;;o~.co,nlf: (951) 461-6~50 RCE "AS BU IL T" EXP. DATE I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANO APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN IL 6081 REVIEWED BY: DATE INITIAL DESIGNER OF WORK Expiration Dote:....@/~_qLl1_ REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL --- DATE INITIAL CITY APPROVAL INSPECTOR DATF ~ CITY OF CARLSBAD SHEETS 45 7 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL I APPROVED: ~\ 6{-~\..cl\: -f-\-1"> PLANNING DWN BY: .tiM I PROJECT NO. J DRAWING NO. CHKD BY: {'./[ CD 13-18 480-9L RVWD BY: ---------------------- ,, ---____ _[ ___ _ PLANT SCHEDULE TREES CODE J!QT~AI ""'.,f/ ~OM~,QN,/jAME CONTAINER -~ GB OLEA EUROPAEA 'SWAN HILL' TM/ SWAN HILL OLIVE 36" BOX ), d. --~----~~¾......~,~~ ~¾._..,..-¾._ ,,, - 00 OE OLEA EUROPAEA 'SWAN HILL' TM/ SWAN HILL OLIVE 60"BOX /,' ( r---r·--v""-~r"-r"'r-~ -- ~ PG NOT USED > ® QA QUERCUS VIRGINIANA / SOUTHERN LIVE OAK 48"BOX f-.._,..#',,~·~-.,..,J'----,,#s..,_J-,~~~-..J'~"' () QI QUERCUS ILEX / HOLLY OAK 24"BOX ---.J SHRUBS CODE BOTANICAL NAME/ COMMON NAME CONTAINER 0 ARD ARCTOSTAPHYLDS DENSIFLORA 'HOWARD MCMINN'/ MANZANITA 5 GAL ffi ASD ASPARAGUS DENSIFLORUS 'SPRENGER!'/ SPRENGER ASPARAGUS 5 GAL (D BAG BACCHARIS PILULARIS CONSANGUINEA/ COYOTE BRUSH 5 GAL -- 0 BAP BACCHARIS PILULARIS 'PIGEON POINT'/ COYOTE BRUSH 5 GAL 0 BUF BULB I NE FRUTESCENS / STALKED BULBINE 1 GAL 0 CEC GEANOTHUS X 'CONCHA' I CALIFORNIA LILAC 15 GAL 0 CEH GEANOTHUS GRISEUS HORIZONTALIS / CARMEL CREEPER 5 GAL -- 0 HEM HEUGHERA MAXIMA/ ISLAND ALUM ROOT 1 GAL 0 HEP HESPERALOE PARVIFLORA 'YELLOW'/ YELLOW YUCCA 5 GAL 0 RHC RHAMNUS CALIFORNICA 'EVE CASE' I CALIFORNIA COFFEEBERRY 15 GAL 1-"'r-v-~-v~- EB ROC , GISTUS GORBARIENSIS / WHITE ROCKRO~ 5 GAL ~ -"-/4 ~~~ .. - 0 SAL SALVIA LEUCANTHA 'SANTA BARBARA'/ MEXICAN BUSH SAGE 5GAL 0 WEF WESTRINGIA FRUTICOSA / COAST ROSEMARY 5 GAL - 0 YUP ( YUCCA PEND ULA/ CURVED LEAF YUCCA_b 5 GAL A ,c ,._ ~-,·~A.._,#'¾,_., ORNAMENTAL GRASSES CODE BOTANICAL NAME/ COMMON NAME CONTAINER 0 CHT GHONDROPETALUM TECTORUM / CAPE RUSH 1 GAL ,,~•"'''\ \,,;) FEG FESTUCA GLAUCA 'ELIJAH BLUE'/ BLUE FESCUE 1 GAL 0 LEG LEYMUS CONDENSATUS 'CANYON PRINCE'/ NATIVE BLUE RYE 1 GAL 0 LOL LOMANDRA LONGIFOLIA 'BREEZE'/ DWARF MAT RUSH 1 GAL 0 MUG MUHLENBERGIA CAPILLARIS / PINK MUHLY 1 GAL - CAL SPREAD HEIGHT FORM --~ MULTI TRUNK 3-5 CANES 10'-12' ~10' ) .,~__..,..-I--''--'~--· -- MULTI TRUNK 3-5 CANES 15'-17' 8'-9' ~~~v ~4"""'"'~~~,,,,,-..-,_.,._ - ,.,. ....... ~ Sir.tile , Rui,, lb lU SINGLE TRUNK 12' 6" SPACING SPREAD HEIGHT FORM 36" AS SHOWN -AS SHOWN 36" 24" AS SHOWN 36" 24" 36" 48" 24" 36" 36" AS SHOWN SPACING SPREAD HEIGHT FORM 24" 18" 24" 24" 36" CLEAR TRUNK QTY 6'HT 27 ~ ---- 6'HT 13 , 1, b n1 1Z - 6'HT 172 A QTY L'--'1_ 545 -~ i - 29 22 ( 394 > - > 42 - } '., 148 } - '., 373 " &:,. 288 , ' ) -- T4 706 709 - & J 621 - & 778 _) A OTY L'--3,407 ' ' 156 I\ L'.' 258 ~ DETAIL REMARKS 08/L-801 SPECIMEN -BEST QUALITY WITH UNIFORM SYMMETRICAL HABIT 09/L-801 -1/L-801 SPECIMEN -BEST QUALITY WITH UNIFORM SYMMETRICAL HABIT I' 5/L-801 08/L-801 SPECIMEN -BEST QUALITY WITH UNIFORM SYMMETRICAL HABIT 08/L-801 SPECIMEN -BEST QUALITY WITH UNIFORM SYMMETRICAL HABIT 09/L-801 DETAIL REMARKS 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 06/L-801 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 06/L-801 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 DETAIL REMARKS 05/L-801 FULL, DENSE 06/L-801 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 07/L-801 05/L-801 FULL, DENSE 06/L-801 07/L-801 SUCCULENTS GODE BOTANICAL NAME/ COMMON NAME CONTAINER SPACING SPREAD HEIGHT FORM QTY DETAIL REMARKS ~==--+=-=--+=-_____:_:::_:::_:_::_::::::_:__:_:___:__:_:_______:_=-______ +~=---i-:-:.=-=--+:------=--=-----+=---+=-+--~~~"+=-+==---------------- 0 AGD AGAVE DESMETTIANA / DWARF CENTURY PLANT 5 GAL AS SHOWN /\1 89 05/L-801 FULL, DENSE L_1_\ , 07/L-801 ALB ALOE X 'BLUE ELF'/ ALOE 1 GAL 18" ECP ECHEVERIA X 'PERLE VON NURNBERG' / AFTERGLOW ECHEVERIA 6" POT AS SHOWN 468 05/L -801 FULL, DENSE ' 07/L-801 , _____ ) 64 05/L-801 FULL, DENSE 07/L-801 l--------l---+------------------1------+---+---------t---t--+-----+----+---t------------------------j EUR EUPHORBIA RIGIDA/YELLOW SPURGE 1 GAL 24" 253 05/L-801 FULL, DENSE 07/L-801 * SEM SEOUM MORGANIANUM / BURRO'S TAIL 1 GAL 12" GROUND COVERS CODE BOTANICAL NAME/ COMMON NAME CONTAINER SPACING , , " -, , AGP AGROSTIS PALLENS / SAN DIEGO BENTGRASS SOD SPREAD HEIGHT FORM 112 QTY 05/L-801 FULL, DENSE 07/L-801 DETAIL REMARKS /\ 7,016 SF) 02/L-802 DISTRIBUTOR: S&S SEEDS, CARPINTERIA, CA 93014, PHONE: L_1_\ ~ 805-684-0436 1---+-+-+-+-+-+l--=--+-~~~~:::--:-c:--:-------------f-------+-----+---------t---t---+----t--:-=--::-=-+----t-:--::-:--=-:-:--:-:-=--:--:-::~:-:cc:c::-:-::--::-::---=:-::--::---:-:-:=c=~-::-:------··-:., ,: i}'--,;i·I-t}:ir)\(;1 J, HYS NATIVE HYDROSEED MIX SEE□ 12,697 SF 02/L-802 COASTAL SAGE SCRUB MIX BY S&S SEEDS, CARPINTERIA, GA, -• , PHONE 805-684-0436 SEEDING RATE: 51 LBS PER ACRE, HEIGHT 1 c_;~·q~;_-:+;:_:;_c;_-;q'.1---1-------------__ _ RANGE: 12"-54", SEE SPECIFICATIONS ON SHEET L-700B f----------1-----+---+------f----+--+------,¥:""""'""',-+--+----'----------------------1:;W,;'::?~ MUR MUHLENBERGIA RI GENS/ DEER GRASS 1 GAL & 3,387 , ~~;t:~~i FULL, DENSE rl' -:-+-:-:-:cc •• ,., •• :--1" :--:,.,-,. -:--'" ,:'-,--:-+:cc: -:~N--,-AP,--t-:N----:A-::-ss=-=E-:--:LLA---:-:,P:-U L----:C----:H R::cA----:/-:-P:-::U R:--::P-:--:LE:--:N-:::E::cED=-c-L=-E G-:--:R:--:A--:--Ss=------7~ p~;G_s _):;.6'¥, -~ ----+----------t---t---+-----++:7:--:,0c:-67::--''rl--:co5"'iL----:-8:-:-0-:-11 -=Fu-::-L:-L,-=-D::cEN-:::S-::-E ------------------ 1 -~1 I --•:·• • BUCH LOE DACTYLOIDES 'UC VERDE'/ UC VERDE BUFFALO GRASS PLUGS 862 04/L-802 REINFORCED WITH GRASSPAVERS SYSTEM -------- LANDSCAPE MATERIALS SCHEDULE SYMBOL DESCRIPTION SPEC DETAIL MATERIAL 32 93 50 03/L-407 BASALT ->_--_-_ --DECORATIVE GRAVEL PATH 32 93 50 03/L-801 DECOMPOSED GRANITE PERCENTAGE OF LANDSCAPED PARKING AREA REQUIREMENT: A MINIMUM OF 3% OF PARKING AREA SHALL BE LANDSCAPED TOTAL PARKING AREA: LANDSCAPED AREA WITHIN PARKING AREA: 222,862 SQ.FT. 15,736 SQJT PERCENTAGE OF PARKING AREA BEING LANDSCAPED: 14.2% COLOR BLACK CALIFORNIA GOLD COMMENTS 2 '-3" DEPTH 4" DEPTH APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PR[C/S[ LOCATION OF PLANTING AR[A_ INSPECTOR 1/: z 7,/7 DATE 5 ,Z-\7 DATE 05,12,15 1 CONST CHNG DIRECTIVE #1 ~ CITY OF CARLSBAD fsRITTSl 1-----+------+------+----+--------+-----+-----i ~ PLANNING DIVISION l____'1-:=5_J t-------j---t-------------------+-----+---t-·--"·--------I 1-----+---t------------------+----+-------J-~~~· ~·----,-------t LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER - COMMERCIAL l-----+---1---------------------t----+-------J-------j-----t ~===================== I APPROVED: -~✓ -( \ I DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL 1------t---+-----------+-----+---+-----+-----1 f:,.;;1d.Aq 4, tl\..i.:\t S-z-1,, 1-----+---+----------------+---t---+---+-----I ~P~L~AN:;::N:;;IN~G===;:;:;:::=;-;==::::::::::=~~===:::::;;:=:::::====~- DWN BY: /\M PROJECT NO, DRAWING NO, ~~~g~~:__j\/£_ CD13-18 480-9L OTHER APPROVAL CITY APPROVAL / (~i ,, ,' ' ' ,i., ' ( ' COASTAL SAGE SCRUB MIX SPECIFICATIONS ---·--------------------------- BY S&S SEEDS, PO BOX 1275 CARPINTERIA, CA 93014, PHONE (805) 684-0436 USE THIS MIX WHEN NATIVE SCRUB RESTORATION IS DESIRED. IT IS A BLEND OF GRASSES, FLOWERS AND SHRUBS FOR REVEGETATION OF SOIL AND SLOPES WITH PLANT TYPES THAT BELONG HERE. THERE IS A QUICK START GRASS TO PROTECT SOIL AND ALLOW SLOWER PERENNIALS TO PROVIDE THEIR PERMANENT COVER IN THE YEARS TO COME. DESIGNED AS A NON-IRRIGATED MIX, IRRIGATION WILL FOSTER ESTABLISHMENT AND PROLONG THE BLOOMING PERIOD. SPECIES COMMON NAME ACMISPON AMERICANUS PURSHING LOTUS ACMISPON GLABER DEERWEED ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRUSH CAMISSONIOPSIS CHEIRANTHIFOLIA BEACH EVENING PRIMROSE COLLINSIA HETEROPHYLLA CHINESE HOUSES ENCE LIA CALIFORNICA BUSH SUNFLOWER ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARROW ESCHSCHOLZIA CALIFORNICA CALIFORNIA POPPY FESTUCA MICROSTACHYS SMALL FESCUE LASTHENIA CALIFORNICA DWARF GOLDFIELDS LUPINUS SUCCULENTUS ARROYO LUPINE MIMULUS AURANTIACUS PUNICEUS MISSION RED MONKEYFLOWER SALVIA APIANA WHITE SAGE SALVIA MELLI FERA BLACK SAGE SISYRINCHIUM BELLUM BLUE-EYED GRASS STIPA PULCHRA PURPLE NEEDLE GRASS PLS (PURE LIVE SEED)= SEED PURITY X GERMINATION RATE SEED: HEIGHT: EMERGENCE: ESTABLISHMENT: 51 LBS PER ACRE 12-54 INCHES 10-20 DAYS 50-70 DAYS TO 90% COVER AFTER EMERGENCE BULK #'S/ACRE 2.00 6.00 2.00 1.00 2.00 4.00 8.00 3.00 2.00 6.00 1.00 2.00 2.00 2.00 2.00 2.00 4.00 51.00 STANDARD HYDROSEEDING CONDITIONS ARE CONSISTENT WITH THE FOLLOWING PARAMETERS: SOIL CONDITIONS PH RANGE 6.5 -7.5 TOTAL DISSOLVE SALTS< 256 SODIUM ABSORPTION RATIO <2 ORGANIC MATTER 2-4 % SURFACE CONDITIONS SURFACE IS TRACK-WALKED UP & DOWN THE SLOPE NO CONCENTRATED FLOWS ENERGY DISSIPATERS (SLOPE INTERRUPTION DEVICES) ARE USED MIN% PLS* 75 85 10 80 85 25 10 25 85 85 50 90 2 25 40 80 75 EVERY MULCH AND EROSION CONTROL PROJECT HAS A UNIQUE SET OF CONDITIONS: SOIL TYPE (E.G., NON-COHESIVE SAND VS. COHESIVE CLAY), TIME OF YEAR, WEATHER CONDITIONS, SLOPE LENGTH, SLOPE SEVERITY, REQUIREMENT FOR FUNCTIONAL LONGEVITY PRIOR TO VEGETATION ESTABLISHMENT, ANO MORE. BELOW ARE GUIDELINES FOR SELECTING THE RIGHT COMBINATION OF MATERIALS AND APPLICATION RATES TO MEET THE EROSION PREVENTION AND VEGETATION ESTABLISHMENT REQUIREMENTS OF YOUR PROJECT. PLEASE CALL US SO THAT WE CAN HELP YOU SELECT THE PERFECT COMBINATION OF PRDDUCTS FOR YOUR PROJECT. FOR FLAT GROUND AND GENTLE SLOPED INSTALLATIONS IN SEASONS OTHER THAN WINTER: -.. -. -··~---------- • SLOPE ANGLES NO STEEPER THAN 4:1 • SLOPE LENGTH MAXIMUM OF 40 FT. (WITHOUT SLOPE INTERRUPTION DEVICES) • LOW EROSIVE SOIL TYPES • FUNCTIONAL LONGEVITY REQUIREMENT OF UP TO 3 MONTHS WE RECOMMEND THE FOLLOWING MATERIALS: PRODUCT • CONWED 1000 WOOD FIBER HYDRAULIC MULCH • HYDROPOST PREMIUM COMPOST • ECOLOGY CONTROL M-BINDER/TACK • Bl OSOL FORTE 7-2-1 ORGANIC FERTILIZER • AM 120 MYCORRHIZAL INOCULUM • TRI-C SOLUBLE HUMATE • SEED MIX AS PRESCRIBED BYS & S SEEDS SLURRY SPECS FOR SLOPES STEEPER THAN 4:1 APPLICATION RATE 1,500 -2,500 LBSJACRE 1,000 LBSJACRE 150 LBSJACRE 800 LBSJACRE 60 LBSJACRE 1 LBJACRE FOR MILD TO MODERATE SLOPES AND INSTALLATIONS ANY TIME OF THE YEAR: • SLOPE ANGLES UP TO 2:1 • SLOPE LENGTH MAXIMUM OF 50 FT. (WITHOUT SLOPE INTERRUPTION DEVICES) • LOW TO MODERATELY EROSIVE SOIL TYPES • FUNCTIONAL LONGEVITY REQUIREMENT OF UP TO 6 MONTHS WE RECOMMEND THE FOLLOWING MATERIALS: PRODUCT • PROMATRIX BFM • HYDROPOST PREMIUM COMPOST • BIOSOL FORTE 7-2-1 ORGANIC FERTILIZER • AM 120 MYCORRHIZAL INOCULUM • TRI-C SOLUBLE HUMATE • SEED MIX AS PRESCRIBED BYS & S SEEDS APPLICATION RATE 2,000 -3,500 LBSJACRE 1,000 LBSJACRE 800 LBSJACRE 60 LBSJACRE 1 LBJACRE FOR MODERATE TO STEEP SLOPES AND INSTALLATIONS ANY TIME OF THE YEAR: ··-• SLOPE ANGLES UP TO 1 :1 • SLOPE LENGTH MAXIMUM OF 70 FT. (WITHOUT SLOPE INTERRUPTION DEVICES) • LOW TO MODERATELY EROSIVE SOIL TYPES • FUNCTIONAL LONGEVITY OF 6-12 MONTHS WE RECOMMEND THE FOLLOWING MATERIALS: PRODUCT • HYDRO BLANKET • HYDROPOST PREMIUM COMPOST • Bl OSOL FORTE 7-2-1 ORGANIC FERTILIZER • AM 120 MYCORRHIZAL INOCULUM • TRI-C SOLUBLE HUMATE • SEED MIX AS PRESCRIBED BYS & S SEEDS C: \DRAWING flLES\TITL[ SHCETS\CLSO IP.DWG REVISr:D: 5;15/2012 APPLICATION RATE 3,000-4,000 LBSJACRE 1,000 LBSJACRE 800 LBSJACRE 60 LBSJACRE 1 LBJACRE ·-'~---------- DECLARATIONS AND DISCLAIMERS BY USE OF THESE DRAWINGS BEARING THE SEAL AND SIGNATURE OF THE LANDSCAPE ARCHITECT, FOR ANY REASON, THE USER ACKNOWLEDGES AND ACCEPTS THE FOLLOWING: 1. PLANT MATERIAL IS A DYNAMIC, UNPREDICTABLE, LIVING ORGANISM THAT CAN CREATE HAZARDS TO PEOPLE AND BUILT STRUCTURES. 2. THIS PROJECT FEATURES PLANTING IN CONTAINERS AND IN SPACES CONFINED ON ALL SIDES BY BUILDING STRUCTURES. PLANTS GROWN IN CONTAINERS OF CONFINED SPACES WILL NOT ACHIEVE SIZES OR CHARACTERISTICS AS THE SAME PLANTS GROWN IN UNRESTRICTED, NATURAL CONDITIONS. ROOTS WILL GROW TO THE EDGES OF CONFINED AREAS AND MUST BE REGULARLY INSPECTED BY PLANT CARE PROFESSIONALS TO INSURE NO DAMAGE TO THE CONTAINER, BUILDING STRUCTURE, OR WATERPROOFING COMPONENTS. 3. PLANT MATERIALS USED ON THIS PROJECT HAVE VARYING WATER USE REQUIREMENTS THAT ARE DETERMINED FROM SEASON TO SEASON, WEATHER CONDITIONS, TYPE OF PLANT, AND BY LOCATION. WATER APPLICATION MUST BE ADJUSTED AS NECESSARY. PLANT MATERIAL, PLANTING SOIL AND IRRIGATION SYSTEMS REQUIRE CONTINUOUS, ON-GOING, PROFESSIONAL MONITORING. IMPROPER MAINTENANCE AND MONITORING CAN LEAD TO SIGNIFICANT DAMAGE. THE LANDSCAPE ARCHITECT HAS NO CONTROL OVER THE MAINTENANCE OF THE WORK REPRESENTED ON THESE DRAWINGS AND THEREFORE DISAVOWS ANY RESPONSIBILITY FOR DAMAGES CAUSE BY PLANT GROWTH AND/OR THE APPLICATION OF IRRIGATION WATER. 4. THE LANDSCAPE ARCHITECT HAS HAD NO CONTROL OVER, AND TAKES NO RESPONSIBILITY FOR ANY COMPONENTS OF THE PROJECT OTHER THAN WHAT IS EXPLICITLY ILLUSTRATED ON THE DRAWINGS SIGNED ANO SEALED BY THE LANDSCAPE ARCHITECT. WORK NOTED AS 'BY OTHERS' IS SHOWN FOR REFERENCE ONLY. 5. UNLESS THESE PLANS ARE CLEARLY MARKED "FOR CONSTRUCTION" AND BEAR THE SEAL AND SIGNATURE OF A LICENSED LANDSCAPE ARCHITECT THEY MAY NOT BE USED FOR CONSTRUCTION. PLANTING GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED TO DAMAGE OF SAID UTILITIES OR STRUCTURES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED. 2. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ALL NECESSARY CHANGES DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH HIS PLANTING OPERATIONS. 4. ANY DISCREPANCIES BETWEEN THE SPECIFICATIONS, NOTES AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. 5. IF CONFLICTS ARISE BETWEEN THE ACTUAL SIZE OF THE AREAS ON THE SITE AND THE DRAWINGS THE CONTRACTOR SHALL CONTACT THE OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 6. 7. 8. 9. 10. 12. 13. THE CONTRACTOR IS TO RECEIVE THE ON-GRADE PORTION OF THE SITE WITHIN .1 OF A FOOT. THE CONTRACTOR SHALL OBTAIN A LETTER OF GRADE CERTIFICATION FROM THE OWNER PRIOR TO BEGINNING WORK. AFTER ROUGH GRADING,, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE CITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING: A) ORGANIC MATTER CONTENT; B) N,, P, K; C) PH; D) EC; E) SOIL TEXTURE (SILT, CLAY,, SAND); F) RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATIONS. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. REFER TO THE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS, AND EXECUTION. ALL TREES SHALL BE TAGGED BY THE LANDSCAPE ARCHITECT AND THE OWNER'S REPRESENTATIVE AS PER SPECS. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL COMPLETE THE FOLLOWING TASKS BEFORE BEGINNING PLANTING OPERATIONS. BOLLARDS -STAKE ALL BOLLARD AND TREE LOCATIONS PRIOR TO BOLLARD CONSTRUCTION FOR APPROVAL BY LANDSCAPE ARCHITECT. ANY BOLLARD INSTALLED WITHOUT ITS FINAL LOCATION APPROVED BY THE ARCHITECT AND LANDSCAPE ARCHITECT IS SUBJECT TO RELOCATION AT THE SOLE EXPENSE OF THE CONTRACTOR. SHRUBS -STAKE OUT ALL PLANTING BEDS AND THE LAY OUT OF ACTUAL CONTAINER LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT ONSITE PRIOR TO DIGGING HOLES FOR PLANTING. TREES -STAKE ALL TREE LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO DIGGING HOLES. ANY TREE PLANTED WITHOUT ITS FINAL LOCATION APPROVED BY THE LANDSCAPE ARCHITECT IS SUBJECT TO RELOCATION AT THE SOLE EXPENSE OF THE CONTRACTOR. ENSURE PROPER COORDINATION OF ALL FOOTINGS, BOLLARDS, SUB-STRUCTURE, AND UTILITIES. ELECTRICAL -STAKE THE LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REVIEW WITH PROPOSED TREE STAKING MENTIONED ABOVE. ANY SITE LIGHTING INSTALLED WITHOUT ITS FINAL LOCATION APPROVED BY THE LANDSCAPE ARCHITECT IS SUBJECT TO RELOCATION AT THE SOLE EXPENSE OF THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH PLANT MATERIAL FREE OF PEST OR PLANT DISEASES. PRE-SELECTED "TAGGED" PLANT MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND BE CERTIFIED PEST AND DISEASE FREE. IT IS THE CONTRACTORS OBLIGATION TO WARRANTY THE PLANT MATERIAL PER SPECIFICATIONS. A MINIMUM OF 3' OF ORGANIC MULCH SHALL BE ADDED IN NON-TURF PLANTING AREAS WITH SLOPES LESS STEEP THAN 3:1 TO COVER THE SOIL SURFACE COMPLETELY (PER SPECIFICATIONS). REFER TO THE DRAWINGS FOR SPECIFIC LOCATIONS. 14. THE CONTRACTOR SHALL ALWAYS ASSUME THE SMALLER SIZE OF EACH PLANT WHEN A RANGE IS GIVEN CONCERNING SPACING i.e. PLANT TYPE XIS 12" TO 18" WIDE. THE CONTRACTOR SHALL USE 12" (THE SMALLER SIZE) TO ESTIMATE PLANTS REQUIRED TO FILL ANY GIVEN AREA. 15. TREES PLANTED WITHIN 5' OF PUBLIC SIDEWALKS SHALL BE INSTALLED WITH ROOT BARRIERS APPROVED BY THE CITY. LANDSCAPE MAINTENANCE BY THE CONTRACTOR -~·-~·---------------------------·- 1. MAINTENANCE PERIOD SHALL BEGIN ON THE FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THE PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE OWNER AND LANDSCAPE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD. MAINTENANCE PERIOD SHALL CONTINUE THEREAFTER FOR NO LESS THAN 365 CONTINUOUS CALENDAR DAYS. 2. CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS DURING THE PROGRESS OF THE LANDSCAPING OPERATIONS AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. 3. REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPEARANCE BY WATERING, PRUNING, TRIMMIING, EDGING, FERTILIZING, RE-STAKING, PEST AND DISEASE CONTROLLING, SPRAYING WEEDING, CLEANING-UP AND OTHER OPERATIONS OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND OTHER UNDESIRED VEGETATIVE GROWTH AND DEBRIS. PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY. 4. IRRIGATION SYSTEM SHALL REQUIRE CONTINUOUS MAINTENANCE,, CLEANING, ADJUSTMENT, PART REPLACEMENT AND INSPECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THESE SERVICES ON A CONTINUAL AND REGULAR BASIS DURING THE MAINTENANCE PERIOD TO INSURE THE IRRIGATION SYSTEM IS PROPERLY OPERATED WITHOUT ANY PROBLEMS. 5. COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE OR THE UNHEALTHY CONDITION OF PLANTED MATERIAL IS EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ADDITIONAL LANDSCAPE MAINTENANCE UNTIL LANDSCAPING IS COMPLETED AND ACCEPTABLE. 6. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR MAINTAINING ADEQUATE PROTECTION OF LANDSCAPE AREAS. REPAIR DAMAGED AREAS IMMEDIATELY. GUARANTEES & REPLACEMENTS BY THE CONTRACTOR ------------------------------------ 1. GUARANTEE TREES, SHRUBS, GROUNDCOVER, AND TURF TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR A PERIOD OF FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THE PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE CITY AND LANDSCAPE ARCHITECT ONE YEAR FROM COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD. 2. PLANTS FOUND TO BE DEAD OR NOT IN VIGOROUS CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACE WITHIN 14 DAYS OF NOTIFICATION. 4. 5. USE PLANTS FOR REPLACEMENT OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. FURNISH, PLANT AND FERTILIZE AS ORIGINALLY SPECIFIED. THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE TIME OF TURNOVER TO THE OWNER FOLLOWING THE CONTRACT MAINTENANCE PERIOD. THE GUARANTEE SHALL COVER ALL MATERIALS AND WORKMANSHIP OF THE INSTALLATION AT NO COST TO THE OWNER. EROSION CONTROL NOTES 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 WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES 6:1 OR STEEPER AND: A. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. 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 PROBLEMS AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. ---- IL-700~ ~ APPROVED rOR /RR/GA TION /\NO PLAN TING ONLY, INCLUDING PRECISE LOCA T!ON Or PLANTING AREA. "AS BU IL T" RCE lXP. DATE REV,EWED BY: INSPECTOR DAIE CITY OF CARLSBAD ~ PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: i-----+---+------------------+-------·--+----+----< FLORAL TRADE CENTER - COMMERCIAL ~--~---~---------------------~-----~--I~=====================~ I APPROVED: rz:,JJ I DATE INITIAL DESIGNER OF WORK Expiration Date:~15 REVISION DESCRIPTION DATE INITIAL DATE li\JITIAL ornrn APPIWVAL CITY APPROVAL s-8-l\..:a,-ft 4 -I. t.:;: PLANNING .~··- OWN BY: -!JM I PROJECT NO. I DRAWING NO. CHKD BY: NF CD 13-18 RVWD BY: 480-9L <, ~) 7--· --------------------------- I I .......... <·· JJJ BIO-RETENTION BASIN - ------------- _,p·",. 22 t-cC~E~H~,------,-i~i1'.'·71-/ ,:;>·-----·-1 / ':4 i-;0.·r· 'o 45 LOL ·1/1 iT'.UM C'.":3 ?LUC /\ r 8!..D~-~,--.,··'",' __________ . 1 ,_;_ --_--__ ·J::::::::r< f::JC\)J< ")' ,> . ........ .. i : ~/(I i i >j, ) . 05.12.15 DATE INITIAL DESIGNER OF WORK CONST CHNG DIRECTIVE #1 LANDSCAPE LEGEND TREES SHRUBS ¼f AGO 0 ALB 0 ARD ffi ASD CD BAG @) BAP 0 BUF 0 CEH 0 CEC CD CHT @ ECP ED EUR t:·1 FEG "0oao"s" (0 HEP CD HEM 0 LEG 0 LOL 0 MUG 0 RHC ED ROG 0 SAL * SEM (J WEF 0 YUP EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED OLEA EUROPAEA 'SWAN HILL', OLIVE OLEA EUROPAEA 'SWAN HILL', OLIVE OUERCUS VIRGINIANA, SOUTHERN LIVE OAK QUERCUS ILEX, HOLLY OAK AGAVE DESMETTIANA ALOE X 'BLUE ELF' ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' ASPARAGUS DENSIFLORUS 'SPRENGER!' BACCHARIS PILULARIS CONSANGUINEA BACCHARIS PILULARIS 'PIGEON POINT' BULBINE FRUTESCENS CEANOTHUS GRISEUS HORIZONTALIS CEANOTHUS X 'CONCHA' CHONDROPETALUM TECTORUM ECHEVERIA X 'PERLE VON NURNBERG' EUPHORBIA RIGIDA FESTUCA GLAUCA 'ELIJAH BLUE' HESPERALOE PARVIFLORA 'YELLOW' HEUCHERA MAXIMA LEYMUS CONDENSATUS 'CANYON PRINCE LOMANDRA LONGIFOLIA 'BREEZE' MUHLENBERGIA CAPILLARIS RHAMNUS CALIFORNICA 'EVE CASE' CISTUS CORBARIENSIS SALVIA LEUCANTHA 'SANTA BARBARA' SEDUM MORGANIANUM WESTRINGIA FRUTICOSA YUCCA PENDULA GROUNDCOVER/MISC tx5ooJ I ' • , • I k:%:%'.l 1· ·. · -·1 ... ' . ' ' ' ..... . ' . . . . I , --~ I 1_; ;~J/'..i'\)'..1! 1-I BUCHLOE DACTYLOIDES 'UC VERDE' AGROSTIS PALLENS MUHLENBERG IA RIGENS NASSELLA PULCHRA NATIVE HYDROSEED MIX DECORATIVE GRAVEL PATH DECORATIVE AGGREGATE LANDSCAPE MAINTENANCE SHALL BE PROVIDED BY THE PROPERTY OWNER I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. . i .I I I ' APPROVED FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECIS'E_- LOCA TION OF PLANTING AREA. "AS BUil T" t!!J~- RC~ EXP_e1 301 2011 DATE INSPECTOR DATE CTr] ~------------------- CITY OF CARLSBAD PLANNING DIVISION SHEETS 45 DATE INITIAL DATE INITIAL LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL I APPROVED: PLANNING S-2--17 DWN BY: AM PROJECT NO. DRAWING NO. REVISI01'-1 DESCRIPTION 0 [HER APPROVAL CITY APPROVAL CHKD BY: -~N~f_ RVWD BY: CD 13-18 480-9L 05.12.15 /i ,,/1 ' . ,/ ... J CONST CHNG DIRECTIVE #1 LANDSCAPE LEGEND TREES EXISTING TREE TD REMAIN EXISTING TREE TO BE REMOVED OLEA EUROPAEA 'SWAN HILL', OLIVE OLEA EUROPAEA 'SWAN HILL', OLIVE QUERCUS VIRGINIANA, SOUTHERN LIVE OAK SHRUBS V AGD 0 ALB (:) ARD QUERCUS I LEX, HOLLY OAK AGAVE DESMETTIANA ALOE X 'BLUE ELF' ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' \jj ASD ASPARAGUS DENSIFLORUS 'SPRENGER!' CD BAG BACCHARIS PILULARIS CONSANGUINEA 0) BAP BACCHARIS PILULARIS 'PIGEON POINT' (0 BUF BULBINE FRUTESCENS 0 CEH CEANOTHUS GRISEUS HORIZONTALIS () CEC CEANOTHUS X 'CONCHA' (D CHT CHONDROPETALUM TECTORUM @ ECP ECHEVERIA X 'PERLE VON NURNBERG' CB EUR EUPHORBIA RIGIDA j'"'"<i. , , , FEG FESTUCA GLAUCA 'ELIJAH BLUE' \,a~"~<' (0 HEP HESPERALOE PARVIFLORA 'YELLOW (i) HEM HEUCHERA MAXIMA G LEG LEYMUS CONDENSATUS 'CANYON PRINCE' 0 LOL LOMANDRA LONGIFOLIA 'BREEZE' (;J MUG MUHLENBERGIA CAPILLARIS 0 RHC RHAMNUS CALIFORNICA 'EVE CASE' EB ROG CISTUS CORBARIENSIS G SAL SALVIA LEUCANTHA 'SANTA BARBARA' * SEM SEDUM MORGANIANUM 0 WEF WESTRINGIA FRUTICOSA 0 YUP YUCCA PENDULA GROUNDCOVER/MISC BUCH LOE DACTYLOIDES 'UC VERDE' AGROSTIS PALLENS MUHLENBERGIA RIGENS NASSELLA PULCHRA NATIVE HYDROSEED MIX DECORATIVE GRAVEL PATH DECORATIVE AGGREGATE LANDSCAPE MAINTENANCE SHALL BE PROVIDED BY THE PROPERTY OWNER I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL ANO WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. rn APPRO V[O roR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON or PLANTING AREA. ~ EXP.91 30/ 2011 y.17.;7 DATE INSPECTOR DATE -----·-----------+----+------j CITY OF CARLSBAD SHEETS 45 PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL ~ 0r~f-l\A I APPROVED: ~ ,,( I, ' ~P~L~AN:=N=;IN~G=:::=;:;:;:==;~,=-=-=-=-=c=-=-==~===-=-=-=-=-=-=-:;-;===== 1--~~+-c~-1------------------+-c--+-c--1------11----1 OWN BY: AM PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g~~· Nf CD13-18 480-9L -~~) (/_) .'~~i f.(.J ,". "DA\'11~10 !:"LI [:"C, TL'l'I L CUCTTC 01 CD ICl '""" a-c------1 I _.,,\ .... ~.'<} _, / (J) , ··~ 'f, ., __ .,--···"'"i _.,.-----/_., 1""3"'4+cc-1i, 1/,' .,,<i //1/,~~/ '.,.,.,-;·,>/ ,/ >::>'' ;)0¾(;~::.;,·~·· / / -/_,, // ,,< ··/· ··f' /~-" / / /• .' --:{~,. . ·,{'. ' (.Q I --; 63 · ALB T ----; i 11--~=-,11 -,-_J;~// <\, ..... (33\ • ~ • • • • t • • • • • • w (6j R -~ PLANTING : .... ,. nw; ULGG. ;3j'J~r-,1 r:f~MAh !NT//:·· : 18 YUP t.Em> ,.· .. ' ' ~-.. ,., . ,.. -. -....--T~,.;;r;1;;'. -.t---1ri1,, PER• PM -~~ ·-~ .-·--.. ·······-· ' ~@i) . ·-Hl--~-----181\ \.,,,.,,,.._,,,,-.J' ( -:,:.;. :=:;:::;:::;//:::::-·-·/::::::::: .: +· ;,.·,,.; • ~,, ,? --< ·I .. -.•~'7'..-/.·.-... ···.'." .•. '.· ,, ,:-'./ /, / ·.·~·. A':.•-.;I,. "',. •'/:;;: /// ,_,,,-;:> ' ., ' EXIST. POST INDICATOR VALVE (PIV)-' SCREENED BY PLANTING w ~ ' . ' ;c#f½fJl!Jtt:; ij:tfu,, ,,;, 05.12.15 CONST CHNG DIRECTIVE #1 LANDSCAPE LEGEND TREES SHRUBS ◊ AGD 0 ALB 0 ARD ffi ASD CD BAG (0 SAP (0 BUF 0 0 0 @ ED 0 CD 0 0 0 0 CD 0 * 0 0 CEH CEC CHT ECP EUR FEG HEP HEM LEG LOL MUG RHC ROG SAL SEM WEF YUP EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED OLEA EUROPAEA 'SWAN HILL', OLIVE OLEA EUROPAEA 'SWAN HILL', OLIVE QUERCUS VIRGINIANA, SOUTHERN LIVE OAK QUERCUS I LEX, HOLLY OAK AGAVE DESMETTIANA ALOE X 'BLUE ELF' ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' ASPARAGUS DENSIFLORUS 'SPRENGER!' BACCHARIS PILULARIS CONSANGUINEA BACCHARIS PILULARIS 'PIGEON POINT' BULBINE FRUTESCENS CEANOTHUS GRISEUS HORIZONTALIS CEANOTHUS X 'CONCHA' CHONDROPETALUM TECTORUM ECHEVERIA X 'PERLE VON NURNBERG' EUPHORBIA RIGIDA FESTUCA GLAUCA 'ELIJAH BLUE' HESPERALOE PARVIFLORA 'YELLOW' HEUCHERA MAXIMA LEYMUS CONDENSATUS 'CANYON PRINCE' LOMANDRA LONGIFOLIA 'BREEZE MUHLENBERG IA CAPILLARIS RHAMNUS CALIFORNICA 'EVE CASE' CISTUS CORBARIENSIS SALVIA LEUCANTHA 'SANTA BARBARA' SEDUM MORGANIANUM WESTRINGIA FRUTICOSA YUCCA PENDULA GROUNDCOVER/MISC txxx5l I • , • , I t:%,½j I:: :: : :-1 i'.'.' .. <' < •••• I!. i{:/;/~;·;!~·! I BUCH LOE DACTYLOIDES 'UC VERDE' AGROSTIS PALLENS MUHLENBERG IA RIGENS NASSELLA PULCHRA NATIVE HYDROSEED MIX DECORATIVE GRAVEL PATH DECORATIVE AGGREGATE LANDSCAPE MAINTENANCE SHALL BE PROVIDED BY THE PROPERTY OWNER I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY Of CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE Of WATER. '" APPRO VEO FOR !RR/GA T!ON ANO PLAN TING ONLY, INCLUDING Pf?ECISE LOCA T!ON OF PLANTING AREA. DATE REVIEWED BY: JGO~ C:r, ~L\. e=:--\t INSPECTOR DATE CITY OF CARLSBAD PLANNING DIVISION LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL , : i I' 1-------j------~---------------------+-----+---f----+---+ I APPROVED: PLANNING· DATE INITIAL DESIGNER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: AM NE PROJECT NO, CD 13-18 DRAWING NO. 480-9L 11 AGD ----------- + +" ; .. ,-,- .]: "-,:. ' i .C 11 ASD ~)F..\\Ef~ F!Vi.-. --c ':it~ !-~D,,-1ChED .:: ::H 120 NAP EXIST. POST INDICATOR VALV SCREENED BY PLANTING 9 346 - NAP . 111i, i . /~· -! 81 NAP (PIVJ 18 [YUP 12 NAP I ~ ,• :"[j i I I [ ! ; ;~~i _____Gu .:ry--~ t·f' ,,(!) :x~ / PR /-----._,,_+--.!Jf. -'~{ UJ/•--------- ! <:, L_.______ ~<-... · ..... ,UMl:f0fWQ8K·1 .. --~,__. .. ·:-•_rl,·-~:< '"'•!/1-.. __ ::' ' -- '-/ 1 ~---- ·' i I I . i ., I 11 ARD . ' I i I ' ' / /N j ,.() r. I l I 05.12.15 i ! i i ' I ! I , ------- ' i ' I I l .:; I II 'I : i l.-t-- 1 i I i i ! I ---------------- ' ! I ! / I i Ct; i I ! I ' i ' I I ' ' I / i ! I / I / / .' / r 1 /! -! ' ! i /---- LANDSCAPE LEGEND TREES SHRUBS ~> AGO 0 ALB 0 ARD tt/ ASD CD BAC @) BAP C) BUF 0 CEH (J CEC CD CHT @ ECP EB EUR G HEP (i) HEM 0 LEC 0 LOL (;J MUG 0 RHC EB ROC 0 SAL * SEM 0 WEF 0 YUP EXISTING TREE TO REMAIN EXISTING TREE TO BE REMOVED OLEA EUROPAEA 'SWAN HILL', OLIVE OLEA EUROPAEA 'SWAN HILL', OLIVE OUERCUS VIRGINIANA, SOUTHERN LIVE OAK 0UERCUS ILEX, HOLLY OAK AGAVE DESMETTIANA ALOE X 'BLUE ELF' ARCTOSTAPHYLOS DENSIFLORA 'HOWARD MCMINN' ASPARAGUS DENSIFLORUS 'SPRENGER!' BACCHARIS PILULARIS CONSANGUINEA BACCHARIS PILULARIS 'PIGEON POINT' BULBINE FRUTESCENS CEANOTHUS GRISEUS HORIZONTALIS CEANOTHUS X 'CONCHA' CHONDROPETALUM TECTORUM ECHEVERIA X 'PERLE VON NURNBERG' EUPHORBIA RIGIDA FESTUCA GLAUCA 'ELIJAH BLUE' HESPERALOE PARVIFLORA 'YELLOW' HEUCHERA MAXIMA LEYMUS CONDENSATUS 'CANYON PRINCE' LOMANDRA LONGIFOLIA 'BREEZE' MUHLENBERG IA CAPILLARIS RHAMNUS CALIFORNICA 'EVE CASE' CISTUS CORBARIENSIS SALVIA LEUCANTHA 'SANTA BARBARA' SEDUM MORGANIANUM WESTRINGIA FRUTICOSA YUCCA PENDULA GROUNOCOVER/MISC BUCH LOE DACTYLOIDES 'UC VERDE' AGROSTIS PALLENS MUHLENBERGIA RIGENS NASSELLA PULCHRA NATIVE HYDROSEED MIX DECORATIVE GRAVEL PATH DECORATIVE AGGREGATE LANDSCAPE MAINTENANCE SHALL BE PROVIDED BY THE PROPERTY OWNER I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND WATER EFFICIENT LANDSCAPE REGULATION. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING CONSTRUCTION DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. " ~ (•i;m-::;;!:;;·;;:~~~n;r7n_i~mYiTr"-if::;11·;.;F.1 r ,-,-,v~,, ;···:-:-···•-m'" "·'·'·~-~ f'-1··1ifl_llifl(f"i\C/!i';1[l i":liii•"i'"~ ' , ,I,_ ".""Y/f·i[·J iTfl~,fT])fHli_;JT~. -r. b.. JttK>1!·1·-rr~""'""'r·,-;··· .,,,.;r,,_up,11·•·1,r·-, fh--' ·'1-'··' u .. LLu:;.Ju..__im'.":J.nnrn:1.r:11/.rHtKi-iltli-lH/-!-Uj-i-i-,ij+W!JL!.l\! 1j j I I ~1:;:~~r~~i~Jr':=~rr:~~t~ij ,. , ,, ;:,,()) / / ! " ~, ij •"t '"' = fill) •A ! . ! ~ ~I)! ~· ' ----~I~ u!J WC /!S,{ 1 I , ... :, ' c:'.:,· = .. ,- ·1 ff!'~ :::; Ll i :Ul: f 'j ' 'l J ! = ii i~'IT[i;, _ -,,,,.,, -79-,----:""-: ::-. , x 6lJ~-~-,~ -~ ~~-=/~"--. ~, <-,Loc,6,c,;<>"ctl APPRO V[O roR /RR/GA TION ANO PLAN TING ONLY, INCLUDING PRECISE LOCATION or PLANTING AREA. 1/·'2.7, 17 DATE INSPECTOR DATE CONSTCHNG DIRECTIVE#1 ~ CITY OF CARLSBAD 15HEET5l -+--------------------i-------1------t-----+-----1 l___L/-:3'__J PLANNING DIVIS! ON ~ ~="--=========== LANDSCAPE IMPROVEMENT PLANS FOR: FLORAL TRADE CENTER COMMERCIAL t-----+---+-------------------+----+---+----+---11 APPROVED: ~ _ PLANNING t---:Dc-AT=Ec-i-clccNl-=T1c-AL-+------------------l--□-A-TE-+-IN-IT-IA-L-+--0-A-TE-+-IN-IT-IA_L_. :=D::::W::::N:=:;B::::Y=,==A=M=::;--;:,=-=-=-=-=-P=-R=-0=-J=E-=C-=T-=-N=-0=-.=-=-=-~:;-;:::D=R=A=W=IN=G=N=O~. DESIGNER OF WORK DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~; NE CD 13-18 480-9L r I [ f I' I I t I I r I' I I f f I I j I I I NOTE: -NO MULCH AT ROOT COLLAR, MAINTAIN 4" CLEAR ROOTBALL ANCHOR SYSTEM, RE: SPECS--------~ REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL------ AND REMOVE FROM SITE PLANTING SOIL, RE: SPECS--------~ FINISH GRADE-----------..... BREAK UP EDGE OF PLANTING PIT--------1°"' FILTER FABRIC, RE: SPECS-------= UNDISTURBED SUBGRADE-------+ MIN. 6" WASHED GRAVEL, SLOPE FLOOR TO DRAIN TREE UNDER-DRAIN; PERFORATED PVC PIPE WRAPPED IN FILTER FABRIC SOCK PER GRADING AND DRAINAGE PLANS AND DETAILS 1 '-6" MIN ~)' ., k 3x ROOTBALL" 1 '-6" MIN ,I TREE UNDER-DRAIN; PERFORATED ----~~c~~1 PVC PIPE WRAPPED IN FILTER FABRIC SOCK PER GRADING AND DRAINAGE SECTION PLANS AND DETAILS ROOTBALL-----------~~~~+-~+- TREE PIT -----------------1-__,._~-'""'"+·•• SECTION -TREE PLANTING AT DECOMPOSED GRANITE WITH UNDERDAINAGE TREE ANCHOR,-------,'-# RE: SPECS - THREE PER TREE TREETRUNK----------1--1--------~ ROOT BALL---------- ANCHOR CABLE, RE: SPECS------------:i SCALE: N.r.S. PLAN -TREE ANCHOR SYSTEM SCALE: N.T.S. C: DRAW.NG I.LES TITLE SHEETS CLSB-1P.DWG REViSEO: 5 15 2012 11 10 v 2X ROOT BALL DIA. OR ·F----=-/ ~ 5'-0", WHICHEVER IS GREATER SECTION-TREE PLANTING ONsc~~'~:,.: 0 9 2X ROOT BALL DIA. OR ,!L--5'-0" WHICHEVER IS GREATER-/ ' SECTION -TREE PLANTING IN LANDSCAPE A.~~~ 0 8 NOTE: IN ACCORDANCE WITH CITY CODE, CONTRACTOR TO PROVIDE STEEL EDGING ALONG PROPERTY LINE TO SEPARATE SITE'S RECYCLED IRRIGATION SYSTEM FROM ADJACENT PROPERTY. SECTION -PLANT~'.~,',~~,~ 0 7 REAR OF PLANTING PITS GRADED TO MAX SLOPE OF 1 :1-- TOP OF ROOTBALL TO BE 1•~• ------~ ABOVE SOIL MIX 3" MULCH LAYER-------~ 3" BERM AND WATERING ·<,,;:,,\;;;, SAUCER, TYP. FOR B&B: REMOVE BURLAP & BASKET FROM TOP 2/3 OF ROOT BALL AND REMOVE FROM SITE FOR CONTAINER: LOOSEN ROOT BALL OF ANY ROOT BOUND PLANTS PLANTING MIX, RE: SPECS UNDISTURBED SOIL SECTION -SHRUB AND GROUNDCOVER PLANTING ONsc~~~:,.:. 06 FOR B&B: REMOVE BURLAP & BAS KE i------;:, FROM TOP 2/3 OF ROOT BALL AND REMOVE FROM SITE TOP OF ROOTBALL TO BE 1'"-' ---~ ABOVE SOIL MIX ~~~~;~~i MIX, i it ~~~1iJ~;EBi~fculF~ttfJ1~R•-~_-j ····••·•• · · I I MIXTURE ·I : , FOR CONTAINER: LOOSEN ROOT BALL OF SHRUB PLANTING ANY ROOT BOUND PLANTS ,i'; 2X WIDTH OF CX. ROOT BALL, TYP SECTION -SHRUB AND GROUNDCOVER PL!~,~1i.~,~ 05 EDGE OF----11 PLANTING BED OR ADJACENT HARDSCAPE 0 0 0 0 PLANT SPACING--l.£=-i..,.-,,-~-/~~r-sc-1'-~-/~~r-sc-1'------ AS PER PLANS 0 EDGE OF PLANTING-T~R=IA=N=GU=LA~R=S~PA~C=I N=G~TY~P=IC~AL=---, BED OR ADJACENT HARDSCAPE PLANT SPACING---v---.. 1 AS PER PLANS ALTERNATION--r~ SEQUENCE WHEN TWO PLANT SPECIES OCCUR IN THE SAME PLANTING AREA XAND Y = ON 02 0 0 CENTER SPACING L-'>----''---"'--"----'~<'---"-......L---'-_,_---'~,-c_-"-...._.L-_:,.__..L_J RE: PLANTING PLANS SOLDIER SPACING, ONLY USED IF SPECIFICALLY CALLED OUT d LJ.J >- d LJ.J >- d LJ.J >- PLAN -SHRUB AND GROUNDCOVER S~!,~1~-~,~-04 DATE NOTE: EACH LIFT OF DECOMPOSED GRANITE SHALL BE DAMPENED, ROLLED, AND COMPACTED AS SPECIFIED. DECOMPOSED GRANITE SHALL BE STABILIZED WITH A STABILIZING BINDER ACCORDING TO MANUFACTURER'S INSTRUCTIONS ADJACENT PLANTING PER ---------------~ PLAN 2" DECOMPOSED GRANITE --------- SECOND LIFT 2" DECOMPOSED GRANITE -----+--~ FIRST LIFT FILTER FABRIC, RE: SPECS --------::c+':',-,'7,---;~--,,I WRAP SIDES AND BOTTOM BETWEEN FIRST LIFT AND COMPACTED SOIL ! ._ I ----. -' -I --I -PREPARED SUBGRADE PER-----F-+--·c · ···: I --1 --1 I GEOTECH REPORT --I ----- j __ I_ I __ i _ _-, I --~ I --I ~ I i ... --····. .......... I ,.::...: I __ , i . ·-1 ·- : I ·--! I ·-··- _, I :---·---i ' ··-I. . SECTION -DECOMPOSED Gs~~,~}~: 0 3 NOTES: 1. EXTENT & SIZE OF TREE PROTECTION IS INDICATED ON PLANS, IF NO DIMENSION GIVEN ON PLANS THEN SIZE OF TREE PROTECTION IS TO BE ELEVEN TIMES THE DIAMETER OF THE TRUNK, SQUARE, CENTERED ON THE TRUNK BOTH WAYS. 2. COORDINATE SITE FENCING WITH TREE PROTECTION FENCING. CONSULT LANDSCAPE ARCHITECT FOR ANY CHANGES IN TREE PROTECTION FENCING. ~ ~~ T I ff I'------~', w RE PLANS; DIMENSION -----~~~~ SHOWN ON PLAN OR IF NO DIMENSION SHOWN, ELEVEN TIMES TRUNK DIAMETER EQ t EQ TIE OVERLAPPING ENDS W/ -----+------++--- METAL FASTENERS 6' HIGH CHAIN LINK FENCING-----+------+-+-~ GATE FOR ACCESS --------+--------h"-h METAL POSTS DRIVEN INTO----~-< GRADE 2', POSTS AS REQUIRED, 8'-0" O.C. MAX It= TRUNK DIAMETER ELEVATION RE PLANS, DIMENSION-----------~--------~ SHOWN ON PLAN OR IF NO DIMENSION SHOWN, ELEVEN (11) TIMES TRUNK DIAMETER 1 EQ f EQ f, ,f------r-,,'------,i" I / GATE FOR ACCESS--------------~ It= TRUNK DIAMETER PLAN 0 w 0 LJ.J APPRO V[O FOR /RR/GA TION ANO PLANTING ONLY, INCLUDING PRECISE LOCA /JON OF PLANTING AREA. "AS BU IL T" SECTION -TYPICAL TREE PROTECTION,~;~~!: 01 EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE i5HECTI CITY OF CARLSBAD ------------+----+----a>-----+---.1 l..=_4_J PLANNING DI VISION ---------------a----+---+---+---i DATE INITIAL DATE INITIAL LANDSCAPE IMPROVEMENT PLANS FOR FLORAL TRADE CENTER - COMMERCIAL APPROVED: PLANNING PROJECT NO. DRAWING NO. DcSIGNER OF WORK Expiration Date: 9/-.10/15 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CD 13-18 DWN BY: AM I CHKD BY: _J\j£ _ RVWD BY, >---------~ 480-9L l ' ,. C: OR/\WNG FILES TITLE SHEETS CLSB-IP.DWC RE1/ISED: 5 15 2012 1/4" THICK WEATHERING STEEL CHECK DAM ------~ SURFACE WELDED TO GALVANIZED STAKE, TYP -RE: 05/L404 FDR LOCATIONS PREPAREDSUBGRADE ----------~- RE: GEOTECH REPORT ........... · I ........... : .. i ......... I ................. : SECTION -WEATHERING STEEL CHECK DAM PLANTING PER PLAN STD. 2" DIA. DRAIN H (CENTERED) OLE l'-s ~ ~( ~-o ,, I 0 I/ - PLANTING PER PLAN ------~:"/f'J,\W/WJ/ MULCH SEE SPECIFICATIONS-----f" FERTILE PLANTING MIX-------1 ;~~~Gs:x~~~~~~I1~~~ION SYSTEM ----+"'~"'~iirl ~ll(w) -MANF: TOURNESOL OR APPROVED EQUAL -._. s ' WASHED DRAINAGE GRAVEL WRAPPED -__ .5=4'1"1==cf IN FILTER FABRIC: SEE SPECIFICATIONS STD. 2" DIA. DRAIN HOLE(CENTERED)-----~ STAPLES GEOSYNT RETAININ GRAVEL STAPLES HETIC ROOT G MATRIX -" "' -,, , jc::r( · ,.=,-c}:':i(jc'i( 7,,-·w 1J''t't c1r·cc ,\_//··' \ _)\,.·)1 ·" -"" _,._ .. · c:r l,ric'5Qc;1 },v7···•~:r~JQ i \~·, t.-~ c: c· \,{ 1,,( \ -)CJ( )(:l, 'O\ )C:5( r''.\r·TJ-·r_J2 '(·-, ,.... vf--~ ;,-·-\) ?,I' ],)' \_ c' )Ci )Cf( )c5()Cfl 7··-o.,·-7-v>..·7-\-.?. ·7-,,>: )' C ,. )' \... . t,I !<,{''A.. ., .. 17rJ·::zvtfr' . l-1,_JC 'o:s1 \: I.A C ) ·· C'i(')c>C c.3· ·· o, -J-,v;7•l1i•Q •r··, ;t·-C IC l ". -'"•'1 -~' ,,-}' t:\-.. ,,,/ •. .. )\... , \ .. ./2 6" , ,f _,.-------..._ / 0 -" ./ ./ ) 0 -" 0 09 SECTION -GEOSYNTHETIC ROOT REINFORCEMENT MATRIX TREs~,~~ 0 7 GEOSYNTHETIC ROOT RETAINING MATRIX------~ ' ~ l-c:-_. ~:___c_____c;;_____;__l_C.i_L::_j_:.:~ cc~ SECTION -ROOT REINFORCEMENT ~!~~11: 0 6 CROSS PATTERN CUT OF TR TO ALLOW PROPER PLACEMENT OF PLANT ROOTBALUCONTAINER SIZE, VARIES PER PLANT SPECIES FOLIAGE OF PLANT MATERIAL, VARIES PER PLANT SECTION -GEOSYNTHETIC ROOT REINFORCEMENT MATRIX PLANT CUT~9'~";, 05 WATER FLOW 3'-0" -,Y---,Y- ~--..,_____,,,,--I ( M I N . ) I DIRECTION -TR-M-=1--------------+-ffr ~~r STAGGER STAPLESC rn, X X X X X X X X X N TE: SIDE VIEW -::==:;::_-STAGGER STAPLES X X X X X X X J>< xQ Qx C X 0 X LJ STAGGER OVERLAP BETWEEN PANELS BY AT LEAST 20 FT. TOP VIEW PLANT CUT-OUT, TYP. RE: 05/L-802 GEOSYNTHETIC ROOT REINFORCEMENT MATRIX STAPPLE ROLL O~c:,~,;.~~ 04 DATE HYDRO SEED-----------~ PER PLANS PREPARED SUBGRADE PER GEOTECH REPORT APPRO VEO FOR !RR/GA T!ON ANO PLANTING ONLY, INCLUDING PRECISE LOCA T!ON OF PL/INT/NG AREA. "AS BUILT" SECTION-TREE PLANTING ING~!~: 01 RCE __ _ EXP. ___ _ DATE ,'<EVIEWED BY: INSPECTOR DATE _________ --------------+----+-----1----+---1 LANDSCAPE IMPROVEMENT PLANS FOR: --------------·-·1---f----+----+-----t INITIAL DATE INITIAL DATE INITIAL FLORAL TRADE CENTER - COMMERCIAL I APPROVED: l"i;.,...k'.,\ ~-£::\( ~¾ 4-( -(t::;' I PLANNING OWN BY: tlM PROJECT NO. DRAWING NO. CHKD BY: /':IE DESIGNER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 11 CD 13-18 I 480-9L I