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DWG 455-2M; PIP 06-07; BRESSI RANCH LOT 15; 01-18
DEF ARTMENT OF ENVIRONMENTAL HEAL TH RE(;YCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RUL:CS AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AG/,INST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST t.1ANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO Sl'BSTITUTIONS OF PIPE MATERIALS Will. BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 6. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 9:00 P.M. TO 6:00 A.M. THE HOURS FOR IRF.IGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYC'. ED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGA'. ION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. 9. Bll,0 1AL OF All WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES ANC. '.EGULATIONS. 10. NO~ -0ESIGNATED USE AREAS SHALL BE PROTECTED FROM OONTACT WITH RECYCLED WATER, WHI [HER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPE IATION, IS STRICTLY PROHIBITED. 11. IRR:GATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OV[R-SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. REC'. CLEO WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON i'FCYCLEO WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SH,.,L BE COLOR-CODED PURPLE PER AWWA GUIOELINES AND SECTION 116815 OF THE CAL f'ORNIA HEAL TH AND SAFETY CODE. 14. All P,RIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WAT ,R,' COLOR-COOED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOI\ \RD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REG•. iLA TIONS. 15. ON N ~WON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONST ANT PRESSURE RECYCLED WAT ~RAND SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED s·r l ,lE PROJECT ENGINEER AND/ OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 18. CONSTANT PRESSURE RECYCLED WATER LiNES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTJ-BLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BET 'VEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WA',E.R LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RE<-yc:.Eo WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE C/RLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. 18. THE F:EQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. Tl iE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO OOUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE N')N-INSPECTING PARTY. 20. Tl IE DE SIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. w:JEN f:ECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE D:.SIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE pr tlPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS ANO THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS S;-IALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. INC ;E OF EMERGENCY CONTACT ST. CROIX CAPITAL CORP. AT (619) 876-4176 OR .,FTER HOURS CONTACT ST. CROIX CAPITAL CORP. AT (619) 876-4176 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND NATER COURSEcS WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/ DR DESIGNATED OUTD'JOR EATING AREAS ON THIS SITE. 24. EDU<.ATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE IN'J\ lTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A Pf"r'SICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH REC fCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CON ;RETE MOW STRIPS OR OTHER APPROVED METHODS. N( TE: P~c:OR TO THE ST ART OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING ANO IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF Cl NSTRUCTION OF FREE-ST ANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER R()IJGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. INSTALLATION OF IRRIGATION AS SHOWN ON THE A?PROVED Pl.ANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS EROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. Pl.ANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED Pl.ANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. -ENGINEER'&SIGNAHJRE- REVIEWED ENGINEERING PI.ANCHECKER 4.tg.ca DATE INSPECTION PROCEDURES 1. PROJECT LANDSCAPE ARCHITECT CONSTRUCTION INSPECTION SHALL INCLUDE: PROJECT MAP LEGEND \ A. LOCATION OF PIPE LINES SYMBOL DESCRIPTION B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) ----PW----PROPOSED POTABLE WATER SYSTEM • D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (P0C'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS SHEET INDEX --RW--EXISTING RECYCLED WATER SYSTEM 0. WARNING SIGNS AT THE SITE ANO ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION). SHEET TITLE SHEET NO. •·--·-·• RW---·-1••• PROPOSED IRRIGATION SYSTEM MAINLINE RECYCLED WATER/ TITLE SHEET 1 ALL LANDSCAPED AREAS AREA OF RECYCLED WATER USE AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO FINAL INSPECTION APPROVAL. CONSTRUCTION PLANS 2-3 • $-, .. , ... ,. LOCATION OF RECYCLED CONNECTION - CONSTRUCTION DETAILS 4.5 POINT(S) • METER ll BACKFLOW PREVENTION 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: IRRIGATION PLANS 6-7 T "DO NOT DRINK' SIGN LOCATIONS IRRIGATION NOTES & LEGEND 6 ---©----LOCATION OF POTABLE CONNECTION POINT(S) • METER & BACKFLOW PREVENTION A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. IRRIGATION DETAILS 9 -10 ---"'® FIRE SERVICE CONNECTION TO BLDG. B. WARNING SIGNS AND LABELS PLANTING Pl.ANS 11 -12 C. QUICK COUPLING VALVES WATER SERVICE CONNECTION TO BLDG. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN PLANTING DETAILS & NOTES 13 ----@ SPRAY, RUNOFF AND PONDING. E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. LANDSCAP!i: SPECIFICATIONS 14-17 ~ FIRE HYDRANT LOCATION F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" AND ''G" OF THE DISTRICT FINAL INSPECTION. CITY OF CARLSBAD INSPECTION NOTES INSPECTION PROCEDURES: INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITT ALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERTIFICATION FORM." A REQUEST FOR A FINAL LANDSCAPE INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. "FINAL LANDSCAPE CERTIFICATION FOR:11• FAX TO: (760) 944-8943 LANDSCAPE! INSPECTION REQUEST PHONE LINE: (760) 602--4602 ALL IRRIGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SHALL BE "SCHEDULE K HARD COPPER". APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.cl.carlsbad.ea.us/pdfdoc.htmi?pid=340 OR CALL (760) 438-2722. AS-BUILT PLAN REQUIREMENTS AS-BUILT PLANS FOR ALL PROJECTS (BONDED ANO NON-BONDED, PUBLIC AND PRIVATE) ARE REQUIRED TO BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL PROVIDE COMPLETE AS-BUil T PLANS TO TH!i: LANDSCAPE ARCHITECT AT THE COMPLETION OF THE LANDSCAP!i: INSTALLATION AS DESCRIBED IN SPECIFICATIONS SECTION 02811, PART 1.09A, "RECORD DRAWINGS." THE FINAL AS-BUILT PLANS SHALL BE PREPARED BY THE LANDSCAPE ARCHITECT FROM THESE AS-BUil T PLAN REDLINE$ PROVIDED BY THE CONTRACTOR. FINAL AS-BUILT PLANS SHALL BE DRAFTED CLEARLY BY TH!i: LANDSCAPE ARCHITECT, TO THE SATISFACTION OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY ANO FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO Pl.ANNING DEPARTMENT SIGNING THE PERMIT CARD. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION Pl.AN, FIRE PROTECTION Pl.AN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. BY: NDSCAPE ARCHITECT DATE: '{/t/4t> I FIRM NAME ll ADDRESS: RIDGE LANDSCAPE ARCHITECTS 17160RDWAY OCEANSIDE, CA 92056 TELEPHONE NUMBERS. (760) 295-7227 / (760) 295-2205 FAX REGISTRATION NUMBER: 2809 SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 6-1/2" X 11' SIZE SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP TI-IE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDU CA TE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT 1$ YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCA TINO EACH ANO EVERY ONE OF YOUR EMPLOYEES. 8. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND OESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR, WITH THE WORDS "WARNING. RECYCLED WATER-DO NOT DRINK" IMPRINTED ON ONE SIDE, ANO "NO TOME EL AGUA' ON THE OTHER SIDE. IMPRINTING SHALL BE PERMAMENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION' IN ENGLISH AND SPANISH, WITH BLACK LETTERS, 1' HIGH, ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO T~IAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT, TYPICAL SIGNS ~---BLACK LOGO WARNING RECYCLED WATER DO NOT DRINK CLEO WATER In Order to Conserve Waler ... RECYCLED WATER IN USE DRINK EL AGUA PROJECT MAP NOTTO SCALE LOT 1 OF CARLSBAD TRACT NO. 99-03, MAP NO. 14543 / APN 213-110-01 KEYMAP NOTTO SCALE PROJECT SITE ;u m > r- GATEWAY HD. RD '"' V, EXPIRATION DATE: MAY 31, 2009 DEVELOPER NAME & ADDRESS: ST. CROIX CAPITAL CORPORATION 405 9th AVENUE, SUITE 309 SAN DIEGO, C , 92101 12' X 36" SIZE S AFTER CONTACTING OS DESPUES DE USAR DONOT @N□TOME ~ [ WASH HANDS AFTER CONT ACTING LA\/ESE SUS MANOS DESPUES DE USAR 16' X 18' SIZE VICINITY MAP NOTTO SCALE APPROVED FOR PLANTING AND ~ .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1" BLACK LETTERS 2" BlACK LETTERS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS TELEPHONE NUMBER: (619) 876-4178 IRRIGATION ONLY, INCLUDING PRECISE l}1 LOCATION OF PLANTING AREAS. .----------,-------,-----::==-=--=--=--~--,--------.,-----------h~~~~~~~~~-~j'... (j. . ·As-BUILT· .... -R-EV-IS~IO-N~S-M_u_s_T_B_E_AP_P_R_O_VE_D_B_Y_P_U_BL-IC_H_EA_LTH_E_N_G_IN-E-ER_·~ _ __,I::: =8H=1E=ET=:!.!ll===c=,TY==o=F=c=AR==L=s=e=A=o==~=~- 1 ::::!,1 .:s"'-J CARLSBAD MUNICIPAL WATER DISTRICT -~~At& ~~1111.r _.. 4~ 7-0:1J, WILLIAM E. PLUMMER, DISTRICT ENGINEER DATE 1 R.C.E. 28178 COUNTY OF SAN DIEGO Department of Environmental Health -Land Use Division ~ ..._____ 'l-fl?JS GLEN LEEKS DATE Environmental Land Use Specialist Ill I I D 6 E IINIICAII IICIITEtlS 1716 Ord War Oceamide, CA. 9205' hi 7611951127 Fax 7612951201 www.ridgela.co11 L.A. REVIEWED BY: INSPECTOR DATE EXP. , DATE ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . Pl.ANNING DEPARTMENT ,j IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'D REVISIONS RECYCLED WATER/ TITLE SHEET BRESSI P ANCH -LOT 15 APPROVEp H....«-I 4 · ~Lo-\t Pl.ANNING OWN BY __ R __ _ PROJECT NO. PIP06-07 .. CH~ BY RS flELO'_BY DRAWING N 455-2M I I ·- - OA300--452053 P8 sa -RIDGE LANDSCAPE ARCHITECTS -PG 001 OF 007 (P8 S6) 1 SEf.tlF-2/25/09 1:20:29 AM LEGEND: WIDTH PER PLAN .., • ·• ..J<.. ___ _:_:=.:.:..:..:...::..:..:~:.:_ ___ ....J<. _ _, 1 3 ,___ ... -. .i ... · -~-. -• . · .. .;. ·-.. · a OP Of FOOTING . ,i . -~- -i . ,.d. ", ·• •.·. ·-·.; :. ' 4 ·,i '."J: • • • • • . • .• ,.. . . . . • • . . . . . . . . . . . " ,;_ ,, ~ .. ,,. •· . • . "! . ·.•. .·.. • . ... . . . . . . -. . . ·.t • . "•· .··,1 .. . f '.:d.. . ...... · .. _ ..... ·. . , ;, . ... ·. ·. ~ .'! .. :.. : ,. .. . . •.· ;, . -·· .. . 4 . .. • ··. . .. . -~ .· .. . . . . . . " . . SECTION N.T.S. • • .. • 0, -.I 0, METAL EDGING ISOMETRIC VIEW 1. DECORATIVE GRAVEL, 'IRONWOOD', 3/4" MINUS, BY SOUTHWEST BOULDER & STONE, (760) 451-3333. TOP OF GRAVEL TO BE 112" BELOW ADJACENT PATIO PAVING . 0, 2. SOIL SEPARATOR FABRIC -PROVIDE CONTINUOUS LA YER BETWEEN GRAVEL AND SOIL (WHERE OCCURS). EXTEND PERIMETER EDGES UP AGAINST EDGING ANO OVER EDGE OF FOOTING 3" MIN. AND SECURE WITH PINS AT 18" 0.C. OR WATERPROOF ADHESIVE. OVERLAP ANY SPLICES 12" MINIMUM. 3. ADJACENT POURED-IN-PLACE CONCRETE WALL & FOOTING 4. 90% COMPACTED SUBGRADE. 5. 'CLEAN LINE' ALUMINUM EDGING BY PERMALOC, 3/16" X 4", ALUMINUM FINISH, WWW. PERMALOC.COM, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PROVIDE 90-DEGREE ANGLES WITH CONTINUOUS PIECE OF EDGING AT ALL CORNERS. 6. 12" ALUMINUM STAKES@ B' SECTIONS. STAKES SHALL BE PLACED ON SHRUB/ GROUNOCOVER SIDE ANO SET BELOW TOP OF HEADERBOARD 7. FINISH GRADE OF PLANTER AREA DETAIL 'Q' -GRAVEL BANDING SCALE: 1" = 10'-0" KEYMAP NOTTO SCALE MATCH LINE-SEE SHEET 3 'Ng-ti' --------------- P.A. \ &!; ':iff':'. ;,·. ~·'.:::'. ~~~J>YtJ_,;,1';:JS'--" ... ::r-.=. ~0--1,, 't'.l::~,/Jw1ili1m., EQ. EQ. EQ. PATIO ENLARGEMENT 0 10 20 40 SCALE AND NORTH 60 : ,Smi 1 th C6n$ulting Arc~itec;ts 122~0 Eij C~mino iRe2.1 I Su1ta• 200 San Diego Ca ifornia 9i2130 . 1~58//93-~777 Fax 1f58l793·r787 12•-g• r SEEPATIO ENLARGEMENT BELOW I / SCALE: 1" = 10'-0" I I D G I IIIDSCAPE llCMITECTS 1711 Ord Way Oceanside, CA 92056 Toi 760 295 7227 Fax 760 295 2201 www.rid~e1o.to11 , ' r ----. ,,______, COLOR AND FINISH SCHEDULE .1,. --~ 1,,;1-PAVING: SYMBOL MANUFACTURER COLOR I FINISH COMMENTS KEY DESCRIPTION P.A. IAZI l ... -: ;g}Mi.l I'" .. ' ....... "j .............. ·············· ......... , .... ·•············ ·········· .... E2I ~ §1 §1 ~ I§] CONCRETE PAVING CONCRETE BANDING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP DECOMPOSED GRANITE PAVING SOLOMON (866) 747-2656 SOLOMON (866) 747-2656 KRCROCK (800) 572-7625 NATURAL GRAY/ LIGHT BROOM NATURAL GRAY/ LIGHT BROOM "BUFFALO', #385/ ACID ETCH 'BUFFALO', #385/ MEO. TO HVY. WASH NATURAL GRAY/ LIGHT BROOM 'COYOTE GOLD' WI STABILIZER BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF PAVING FINISH TO BE GRACE TOP-CAST SURFACE RETARDER#03 FINISH TO BE GRACE TOP-CAST SURFACE RETARDER#75 BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP SYMBOL KEY DESCRIPTION MANUFACTURER MODEL COLOR I FINISH SITE FURNISHINGS: - CJI PRECAST CONCRETE TABLE PRECAST CONCRETE TRASH RECEPTACLE W/ ALUMINUM LID !S3! BIKE RACK !S4! DRINKING FOUNTAIN QUICKCRETE (951) 737-6240 (ACCESSIBLE) OUICKCRETE (951) 737-6240 COLUMBIA CASCADE (503) 223-1157 HAWS (951) 371-2496 QR42-FC & -FC3 4TOP&3TOP ORSF2333W/ A-19, 'A' LID 2170-9-G (9 BIKE CAPACITY) #3150 W/ SANO TRAP #6611 'BUFFALO', #385, BY SOLOMON COLORS / T-2, LIGHT SANDBLAST W/ MATTE SEALER 'BUFFALO', #385, BY SOLOMON COLORS/ T-2, LIGHT SANDBLAST W/ MATTE SEALER GALVANIZED, EMBEDMENT MOUNTED NATURAL GRAY / LIGHT SANDBLAST .,, <lo; SYMBOL LEGEND GRADING & DRAINAGE NOTES (9 DETEt-<TION BASIN PER CIVIL ENGINEER'S SHEETS. SYMBOL PA TURF ® EXISTING CONCRETE CURB, TO BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK. TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. DESCRIPTION PLANTER DRAIN • 6" NDS #80 GREEN ATRIUM GRATE WITH SPEE-0 BASIN. CONNECT TO 3" PVC DRAINLINE A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM OF2%. 3" DIA. PVC DRAINLINE-SLOPE AT .5% MINIMUM ANO TIE TO STORM DRAIN B. SLOPE AUL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. PLANTER AREA TURF AREA C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. CONSTRUCTION__LEGEND (D CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 4. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 4. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET 4. © CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET 4. ® CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET 4 . © CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4 . 0 CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL E, SHEET 4. @ CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET 4. @ CONSTRUCT METAL FENCE ANO GATES PER DETAIL G, SHEET 4. @ CONSTRUCT CONCRETE STAIRS W/ METAL HANDRAIL PER DETAIL H, SHEET 4. G]) CONSTRUCT CMU SEA TWALL PER DETAIL I, SHEET 5 . @ CONSTRUCT CMU RETAINING WALL PER DETAIL J, SHEET 5. @ CONSTRUCT SAND VOULEYBALL COURT, RUBBER CURBING & POSTS PER DETAIL L, SHEET 5. G} CONSTRUCT SUB-DRAIN FOR VOLLEYBALL COURT PER DETAIL L, SHEET 5. @ CONSTRUCT BASKETBALL COURT, NET POSTS AND SURFACING PER DETAIL M, SHEET 5. @ FURNISH AND INSTAUL TABLE AND CHAIRS. @ FURNISH AND INSTAUL TRASH RECEPTACLE. @ FURNISH AND INSTAUL BIKE RACK, PER DETAIL K, SHEET 5. FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEETS 4 & 5 @ FURNISH ANO INSTAUL DRINKING FOUNTAIN PER DETAIL N, SHEET 5. @ FURNISH ANO INSTAUL PLANTER DRAIN PER DETAIL 0, SHEETS. @ CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL P, SHEET 5. FOR LANDSCAPE SPECIFICATIONS SEE SHEETS 14 -18 ·As-BUILr @ FURNISH AND INSTALL PRECAST CONCRETE BOLLARD, MODEL #QR-33B / CCI-T2 / MT WI ANCHOR BOLTS, CUSTOM COLOR: 'BUFFALO' BY SOLOMON COLORS, AVAILABLE FROM QUICKCRETE, (951) 737-11240, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. (6 TOTALl APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD PU.NNING DEPARTMENT ,'Ji➔ REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LANDSCAPE CONSTRUCTION PLAN BRESSI RANCH -LOT 15 u. EXP. • I APPROVED h--..(-(c.r-~~tt ~-~-•4 >---t--+-----------------0--i~=PU.==:N:::N::::IN:::G::;;;;:==:,;::======;-;=::::=DA=:T:::E:::====~ DWN BY_...cR.:::S~-PR OJeCT NO. 11 DRAWINCI NO. CHKD BY_ccRS~-- FIELD BY PIP06-07 455-2M DATE BY DESCRIPTION APP'D REVISIONS OR300--452053 P8 S6-RIDGE LANDSCAPE ARCHITECTS -PG 002 OF 007 (P8 S6) 1 SET.TIF -2125/09 1:20:29 AM ------------· --- ! \ i L .. ! TYP. P.A. RIGHT-OF-WAY-L-IN_E_~~.-.• ~~~::;~=~===::-:::-:::-=::::~~----=-AT PROPERTY LINE ···-·---····· -- [X C/JRB ANO C/JTl[N EX Sf[)[YIAIK ! f t" PVC .!,if) ...... ! .. -------------------------··-.;._~-;~;~~ --- MATCHLINE-SEE SHEET 2 FOR LANDSCAPE CONSTRUCTION DETAILS & NOTES SEE SHEETS 4 & 5 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS 14 -18 © ENTRY MONUMENT SIGN av OTHERS, AND REQUIRES A SEPARATE PERMIT. @ CONCRETE CURB PER CIVIL ENGINEER'S SHEETS. ® PARKING LOT STRIPING PER CIVIL ENGINEER'S SHEETS. ® A.C. PAVING PER CIVIL ENGINEER'S SHEETS. ® O" CURB AT HC PARKING PER CIVIL ENGINEER'S SHEETS. ® FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS. 0 FIRE DETECTOR CHECK PER CIVIL ENGINEER'S SHEETS. (D WATER METER I 8ACKFLOW PER CIVIL ENGINEER'S SHEETS. ® BIOSWALE, RIP-RAP AND DRAINAGE STRUCTURE PER CIVIL ENGINEER'S SHEETS. © DETENTION BASIN PER CIVIL ENGINEER'S SHEETS. @ EXISTING CONCRETE CURB, T9 BE PROTECTED IN PLACE. ® EXISTING PEDESTRIAN WALK, TO BE PROTECTED IN PLACE. @ LIGHTING PER ELECTRICAL ENGINEER'S SHEETS. ® ELECTRICAL TRANSFORMER PER ELECTRICAL ENGINEERS SHEETS. COLOR AND FINISH SCHEDULE SYMBOL PAVING: l@I -["""'''':•""''"'''.! I ............ 1 ...... ·····••· .............. .............. .............. .............. KEY ~ §1 §] §I ~ ~ DESCRIPTION CONCRETE PAVING CONCRETE BANDING INTEGRAL COLOR CONCRETE PAVING INTEGRAL COLOR CONCRETE PAVING CONCRETE MOWSTRIP DECOMPOSED GRANITE PAVING SYMBOL KEY DESCRIPTION SITE FURNISHINGS: [!] PRECAST CONCRETE TABLE 0 ~ PRECAST CONCRETE TRASH RECEPTACLE WI ALUMINUM LID -~ BIKE RACK CII !S4! DRINKING FOUNTAIN MANUFACTURER COLOR I FINISH SOLOMON (866) 747-2656 SOLOMON (866) 747-2658 KRCROCK (BOO) 572-7625 NATURAL GRAY/ LIGHT BROOM NATURAL GRAY/ LIGHT BROOM 'BUFFALO', #385 / ACID ETCH 'BUFFALO', #385 / MED. TO HVY. WASH NATURAL GRAY I LIGHT BROOM 'COYOTE GOLD' WI ST AB I LIZER MANUFACTURER MODEL QUICKCRETE QR42-FC & -FC3 (951) 737-6240 4 TOP &3TOP (ACCESSIBLE) QUICKCRETE QRSF2333 W/ (951) 737-6240 A-19, 'A' LID COLUMBIA 2170-9-G CASCADE (9 BIKE CAPACITY) (503) 223-1157 HAWS #3150 WI SAND (951) 371-2496 TRAP 116611 COMMENTS BROOM STROKES PERPENDICULAR TO EDGE OF PAVING BROOM STROKES PERPENDICULAR TO EDGE OF PAVING FINISH TO BE GRACE TOP-CAST' SURFACE RETARDER#03 FINISH TO BE GRACE TOP-CAST' SURFACE RETARDER#75 BROOM STROKES PERPENDICULAR TO EDGE OF MOWSTRIP COLOR I FINISH 'BUFFALO', #385, BY SOLOMON COLORS/ T-2, LIGHT SANDBLAST W/ MATTE SEALER 'BUFFALO', #385, BY SOLOMON COLORS / T-2, LIGHT SANDBLAST W/ MATTE SEALER GALVANIZED, EMBEDMENT MOUNTED NATURAL GRAY I LIGHT SANDBLAST SYMBOL LEGEND GRADING & DRAINAGE NOTES SYMBOL 4111 DESCRIPTION PLANTER DRAIN -B" NDS#80 GREEN ATRIUM GRATE WITH SPEE-0 BASIN. CONNECT TO 3" PVC DRAINLINE 3• DIA. PVC DRAINLINE-SLOPE AT .5% MINIMUM AND TIE TO STORM DRAIN P.A. PLANTER AREA TURF TURF AREA CONSTRUCTION LEGEND A. CROSS SLOPE OF SIDEWALK TO BE A MAXIMUM Of 2%. B. SLOPE ALL HARDSCAPE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDING. C. VERIFY GRADES WITH CIVIL ENGINEER'S SHEETS. (D CONSTRUCT PEDESTRIAN CONCRETE PAVING PER DETAIL A, SHEET 4. @ CONSTRUCT VEHICULAR CONCRETE PAVING PER DETAIL A, SHEET 4. @ CONSTRUCT VEHICULAR CONCRETE BAND PER DETAIL C, SHEET 4. © CONSTRUCT CONCRETE MAINTENANCE BAND PER DETAIL D, SHEET 4. @ CONSTRUCT TOOLED SCORE LINE PER DETAIL B, SHEET 4. @ CONSTRUCT EXPANSION JOINT PER DETAIL B, SHEET 4. 0 CONSTRUCT HANDICAP-ACCESSIBLE RAMP PER DETAIL E, SHEET 4. @ CONSTRUCT CONCRETE MOWSTRIP PER DETAIL F, SHEET 4. ® CONSTRUCT MET AL FENCE AND GATES PER DETAIL G, SHEET 4. ® CONSTRUCT CONCRETE STAIRS WI METAL HANDRAIL PER DETAIL H, SHEET 4. @ CONSTRUCT CMU SEATWALL PER DETAIL I, SHEET 5. @ CONSTRUCT CMU RETAINING WALL PER DETAIL J, SHEET 5. @ CONSTRUCT SAND VOLLEYBALL COURT, RUBBER CURBING & POSTS PER DETAIL L, SHEET 5. @ CONSTRUCT SUB-DRAIN FOR VOLLEYBALL COURT PER DETAIL L, SHEET 5. @ CONSTRUCT BASKETBALL COURT, NET POSTS AND SURFACING PER DETAIL M, SHEET 5. ® FURNISH AND INSTALL TABLE AND CHAIRS. @ FURNISH AND INSTALL TRASH RECEPTACLE. ® FURNISH AND INSTALL BIKE RACK, PER DETAIL K, SHEET 5. @ FURNISH AND INSTALL DRINKING FOUNTAIN PER DETAIL N, SHEET 5. @ FURNISH AND INSTALL PLANTER DRAIN PER DETAIL 0, SHEET 5. @ CONSTRUCT DECOMPOSED GRANITE PAVING PER DETAIL P, SHEET 5. @ FURNISH AND INSTALL PRECAST CONCRETE BOLLARD, MODEL #QR-33B / C~ T2 / MT W/ ANCHOR BOLTS, CUSTOM COLOR: 'BUFFALO' BY SOLOMON COLORS, AVAILABLE FROM QUICKCRETE, (951) 737-6240, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. (8 TOTAL) THE FOLLOWING ITEMS ARE FOR REFERENCE ONLY @ BUILDING WING WALL I SEA TWALL PER ARCHITECT'S SHEETS. ® TRASH ENCLOSURE I MECHANICAL ENCLOSURE PER ARCHITECT'S SH,....EE_T_s_. ---------------------i ~ APPROVED FOR PLANTING AND :a> \J"l IRRIGATION ONLY, INCLUDING PRECISE ~ .. . . LOCATION OF PLANTING AREAS. t:; l_J r-----------------,------------,.-----------------,....----.-A-S ___ B_U_I_L_I ______ T"R•E•v•1s•1o•N-S_M_u_sT_B_E_AP_PRO_v_E_D_BY-PU_B_L_1c_H_EAL_TH_EN•G•1N•E•E•R•, ---+l!I !!!111!!!• 3 !!!n!!!!~lli!!!!!!!!!!!!£!!!l!!!TY au!!!!!!!NIC?!!!.,,.F!!!!DEPC!!!A!!!-!!!~!!!~!!!~!!!F!!!ENT!!!!!!!!!!!!~ll!!!!l•!!!! 1 !!!* 8 !!!18!!!!!!!1 ~ 3! ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . r-.J'V"I ,_. . 0 10 20 40 60 KEYMAP NOTTO SCALE SCALE AND NORTH Smith Consulting Architects 12220 El Caminq RP~I Suite 200 San Jiego California 9?130 ' <8581793-4777 Fax !8581793-4.787 I I D G I IAID!CAPI IICHITICT! 1711 Ord Woy Oceon,idt, CA 9205' Tel 7112951217 Fax 760 2911201 ww-..ridgclo.rom REVIEWED BY: INSPECTOR EXP. lif~, :rl1t/rf) IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'D REVISIONS LANDSCAPE CONSffiUCTION PLAN BRESSI RANCH -LOT 15 APPROVED ,u -le\\~ ~,..., PLANNING DATE DWN BY R PROE!CT NQ. 11 DRAWINCI NQ. CHKD BY RS FIEU> BY PIP06-07 455-2M G H :,, r 5'·0" O.C. MAX. 3-314" CLR. 1, 1, TYP. 11 ~~t;:;m;:~IJ;;;m . . . ·; I l~ I I II I II I 1--_J I II I ;·1.1 .• ~"1..----...t,,..: 1,1 • . ~ . I II I u I L __ J 5 1---.J ELEVATION N.T.S. NOTES: A. ALL STEEL ANO HARDWARE SHALL BE HOT-DIP GALVANIZED. B. PROVIDE LANDSCAPE ARCHITECT WITH (2) SETS OF SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. C. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. D. PAINT ALL STEEL SURFACES WITH (1) COAT SHOP-APPLIED RUST-PROOF GRAY PRIMER, (1) COAT FIELD-APPLIED RED PRIMER AND (2) COATS EXTERIOR ENAMEL PAINT, COLOR TO MATCH ARCHITECTURAL TRIM PER FINISH SCHEDULE ON ARCHITECT'S DRAWINGS. METAL FENCE AND GATES 1'-0" 4" R TYP. LEGEND: 1. 2. 3. 4. 5. 8. CONCRETE STEPS, FINISH PER PLAN 112" TOOLED RADIUS CONTINUOUS EXPANSION JOINT PER DETAIL B REBAR PER STRUCTURAL ENGINEER'S DRAWINGS COMPACTED SUBGRADE PER SOILS ENGINEER'S REPORT 1/2" DIAMETER X 12" LONG STEEL DOWEL@24" 0.C. -PAPER WRAP ONE END 1-112" 0 TUBULAR STEEL HANDRAIL, EMBED MINIMUM 1'-6" IN CONCRETE FOOTING. INSTALL POSTS AT MINIMUM 6'-0' 0.C. ADJACENT RETAINING WALL, PER DETAIL H, SHEET 5 3'-0" I I I I II I u L --J '-----I LEGEND: 1. 1-112" SQ. TUBULAR STEEL TOP AND BOTTOM RAIL, 14-GAUGE, CENTER PUNCH TO RECEIVE VERTICAL PICKETS 2. 2" SQ. TUBULAR STEEL POST, 11-GAUGE, WI CAP 3. 5/8" SQ. STEEL PICKETS@ 3-314" CLR. 4. FINISH GRADE 5. CONCRETE POST FOOTING 8. (2) HEAVY DUTY HINGES -NO SCREW HOLES 7. 1-112" SQ. TUBULAR STEEL GA TE FRAME, 14-GAUGE 8. HEAVY DUTY GATE LOCK WITH CARO READER TO BE SELECTED BY OWNER 9. COMPACTED SUBGRADE PER SOILS REPORT AND STRUCTURAL ENGINEER'S SPECIFICATIONS 10. CONCRETE PAVING PER DETAIL A, THIS SHEET TREAD WIDTH+ 1'-0' 71----' 6" L10· 0 MIN. L 'I " 7. 8. 9. TOOLED NOSING, TYPICAL AT EACH TREAD-SEE INSET RIGHT NOTES: A. SHOP PRIME HANDRAIL ANO PAINT WITH TWO COATS EXTERIOR ENAMEL, COLOR TO BE SELECTEO BY LANDSCAPE ARCHITECT. B. DIMENSIONS AND BASE INFORMATION ARE SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. C. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE STAIRS & METAL HANDRAIL 0 TOOLED NOSING ON TREAD E F 0 LEGEND: PLAN VIEW 1/10"-1'--0" ·..o:: • .. ....... -~ ::··. . .. . . . . .. :.__.:...: . ,t_ .... ·., 4'-0" MIN. CLR. W/0 CAR OVERHANG -REFER TO Pl.AN 2%MAX. 1. CONCRETE PAVING PER PLAN AND PER DETAIL B, THIS SHEET 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. 6"CURB 4. FINISH GRADE 8. TACTILE WARNING SURFACE WITH TRUNCATED DOMES, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. TACTILE SURFACE TO BE CAST-IN-PLACE TILE OR SURFACE-APPLIED MAT, COLOR: SAFETY YELLOW (FEDERAL COLOR 33538) AS MANUFACTURED BY ARMOR-TILE, OR APPROVED EQUAL HANDICAP ACCESS RAMP 2" IN GROUND COVER AREAS :'o 6" • $' . . ...... ' . . 4 . . . ... LEGEND: PLAN VIEW 1110"-1'-0' WARN ING GROOVES· SECTION 112" • 1" -.-::::;:\:::::::::;::::-::•:-❖•:• • ••. ..... TYPICAL CURB RAMP CONDITIONS 1" IN TURF AREAS 1. CONCRETE MOWSTRIP, NATURAL GRAY WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 112" TOOLED RADIUS 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE -VERIFY WI SOIL ENGINEER'S REPORT NOTES: A. INSTALL CONTROL JOINT AT 10'-0' 0.C. MAX. SPACING B. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS @ 20'-0" O.C. MAX. W/MASTIC SEALANT. C. PROVIDE 45"MITERED CONTROL JOINT AT 90 CORNERS. CONCRETE MOW STRIP C PER PLAN ~-· .. ·•··•: -ITT= -I= 8 LEGEND 1. CONCRETE INFILL, COLOR AND FINISH PER PLAN 2. EXPANSION JOINT PER DETAIL A, THIS SHEET 3. CONCRETE BAND, COLOR AND FINISH PER PLAN 4. 114" TOOLED RADIUS 5. FINISH GRADE OF ADJACENT PLANTER (WHERE OCCURS) 6. (2) #3 REBAR, CONTINUOUS 7. #4 REBAR, 12" LONG@ 36' O.C. -PAPER WRAP ONE END 8. 90 90% COMPACTED SUBGRADE -VERIFY WI SOILS ENGINEER'S REPORT NOTES: A. PAVING THICKNESS. BASE PREPARATION AND REINFORCING ARE SHOWN FOR BIO PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. 8. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE BAND 3 4 • "' LEGEND: 0- 12" 2% , .. .. SECTION N.T.S. . •'4 • .... ALIGN EXPANSION JOINTS WITH EDGE OF COLUMNS, TYP. ~ 6 • ~ 8 1. CONCRETE STRIP WITH LIGHT BROOM FINISH ON ALL EXPOSED SURFACES 2. #3 REBAR, CENTERED, CONTINUOUS 3. 1/2" TOOLED RADIUS 4. FINISH GRADE - PLAN VIEW 1/8" • 1'-0" 5. 90% COMPACTED SUBGRADE-VERIFY WI SOIL ENGINEER'S REPORT 6. EXPANSION JOINT BETWEEN STRIP ANO BUILDING, CONTINUOUS 7. COLUMN FACE I BLDG EDGE 8. BUILDING GLAZING 9. FINISH FLOOR OF BUILDING NOTES: A. INSTALL 318" BITUMINOUS FELT EXPANSION JOINTS PER PLAN OR, @20'-0" O.C. MAX. W/ MASTIC SEALANT. B. WIDTH OF CONCRETE MAY VARY AT BUILDING GLAZING AREAS. A CONCRETE MAINTENANCE BAND @ BUILDING B I .. I ~ LEGEND: ------11 '-----'4 1. CONCRETE PAVING· REFER TO CONSTRUCTION PLAN FOR COLOR ANO FINISH 2. #3 REBAR AT 18" O.C. EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. 90% COMPACTED SUBGRAOE -VERIFY WI SOIL ENGINEER'S REPORT 5. 114" TOOLED RADIUS NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BIO PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND COMPLY. 8. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. CONCRETE PAVING A. CONTROL JOINT (SCORELINE) ·• -~--'-'-! ......... "._.· ... ·.> 1------"-4'--'-...J ____ ._. __;'";...;":..,1• B. EXPANSION JOINT C. COLD JOINT ~--<2 • . • ii. . .... : . ,t; •" ·.,.j .M· • . Ji -4 • ·- D. SAWCUT JOINT CONCRETE JOINTS LEGEND: 1. 118" RADIUS EDGI! 2. PAVING FINISH SURFACI! PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACKER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 8. 1/2" DIA. X 12" LONG STEEL DOWEL @24" O.C., PAPER WRAP ONE ENO NOTES: A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN B. SEALANT COLOR TO MATCH ADJACENT PAVING • 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS 2 & 3. FOR LANDSCAPE CONSTRUCTION ENLARGEMENT SEE SHEET 2. FOR LANDSCAPE SPECIFICATIONS SEE SHEETS 14 -18. "AS-BUILT" cif DATE I I D G E L.>.. EXP. IAll!IIPE IICNITECII REVIEWED BY: 1711 Ord Woy O,e11nsid1, CA 92Cl5t lei 7612951127 For 76D 29S2206 www.ridgela.ro11 INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'O APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD Pl.ANNING DEPARTMENT LANDSCAPE CONSTRUCTION DETAILS BRESSI RANCH -LOT 15 APPR:r.' ,:;.4 . .,.-t:, ~1_..:. g, t\\~ir PLANNING DATE DWN SY R PROJECT NO. DRAWING NO. CIIKD BY RS FIELD BY PIP06-07 455-2M ...t. V, Ul ' 1-' ,,3 ~ 0 ~ ....._ 0.0 OR300--452053 P8 S6 -RIDGE LANDSCAPE ARCHITECTS -PG 003 OF 007 (P8 S6) 1 SET. TIF -2125/09 1 :20:29 AM 0 p LEGEND 1. PRECAST CONCRETE DRINKING FOUNTAIN BY HAWS, MODEL #3150. STANDARD COLOR-PORTLAND CEMENT WITH AGGREGATE FINISH. 2. 1-1/2" JPS WASTE LINE 3. 1/2" IPS SUPPLY LINE 4. ACCESS PLATE (SUPPLIED) 5. MOUNTING BOLTS PER MANUFACTURER'S RECOMMENDATIONS 6. CONCRETE SLAB PER PLAN 7. FINISH GRADE 8. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT I I 11 SIDE VIEW DRINKING FOUNTAIN 1 .--, I \ II MIN. SLOPE PER PLAN PLANTER DRAIN WID H PER PLAN 2!/t Ml • SECTION N.T.S. DECOMPOSED GRANITE PAVING lo . 11-1/2" ,, 1 " "\ , • -r, w vn ,@ • ... ~ "\ • ~ PLAN VIEW 18" . ? . .· . .-,. . . . .. .,-. . .-. . .. FRONT VIEW LEGEND: 1. 6" ATRIUM GRATE, MODEL NO. BO, IN ALL SHRUB AREAS 2. 6' DRAIN GRATE, MODEL NO. NDS 50 (GREEN) 3. 6" SPEE-□ BASIN 4. DRAIN RISER PIPE 5. FINISH GRADE 6. SOLID PVC DRAIN LINE, 4" DIA. OR AS SHOWN NOTE: REFER TO CIVIL ENGINEER'S DRAWINGS FOR CONNECTION TO DRAINAGE SYSTEM. PRODUCTS LISTED ABOVE ARE MANUFACTURED BY NATIONAL DRAIN SUPPLIES, INC., (213) 896-0591, OR APPROVED EQUAL. REFER TO CONSTRUCTION LEGEND AND SCHEDULE. LEGEND: 1. DECOMPOSED GRANITE, PRE-MIXED WITH 'STABILIZER' ORGANIC ADDITIVE. APPLY PER SUPPLIERS SPECIFICATIONS. 2. 2 X 4 REDWOOD HEADERBOARD (STRAIGHT SECTIONS) 3. 1 X 3 X 16" REDWOOD STAKES@ 5' O.C. MAX., PLACED ON PLANTER SIDE AND SET BELOW TOP OF HEADERBOARD. 4. FINISH GRADE 5. 90% COMPACTED SUBGRADE 6. (3) 1 X 4 REDWOOD HEADERBOARDS (CURVED SECTIONS) PER SPECIFICATIONS. NOTES: A. SPLICES SHALL BE 1 X 4 X 12" REDWOOD B. NAILS SHALL BE GALVANIZED COMMON NAILS. NAIL AS REQUIRED FOR SOLID INSTALLATION. C. HEADERBOARD SHALL BE LAID TRUE TO LINE AND GRADE. D. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM AND SMOOTH. K M 12· MIN. Q. LEGEND: 9'-3" (MODEL 2170-11) 1•-3• (MODEL 2170-9) 1. 'CYCLOOPS' BIKE RACK, MODEL 2170-9-0, BY COLUMBIA CASCADE, AVAILABLE FROM TIMBERFORM, (800)547-1940 EXT. 850 2. CONCRETE PAVING PER DETAIL A, SHEET 4. 3. CONCRETE FOOTING 4. COMPACTED SUBGRADE PER SOIL ENGINEER'S REPORT 5. MATCHING BASE COVER BIKE RACK 4'-0" SECTION 112· = 1'-0' BASKETBALL COURT LEGEND: 1. 'DURASLAM' ALL STAR SYSTEM, 6" SQ. "DURACOATED' STEEL POLE WITH INTERNAL WINCH, 72" X 42" X ," THICK ACRYLIC BACKBOARD WITH HEAVY-DUTY BREAKAWAY RIM BY SNAP SPORTS, (800) 664-3865. 2. GALVANIZED STEEL PIPE, 4" O.D. X 5' LONG, SET INTO CONCRETE FOOTING W/ 30" EXPOSED ABOVE GRADE. 3. CONCRETE FOOTING, 'Z DIA. X 3' DEEP 4. BASKETBALL COURT TO BE 4' SLAB WITh #3 REBAR @ 24" O.C. EACH WAY, SLOPED FROM CENTER COURT LINE 1" IN 16' (.5%) TOWARD E B "FILES, i• "Fl 1161( M '12"1 sa., 8)( 6~1/lt'"' SPQRTil, (800j 661 386i, OMIT 5. 90% COMPACTED SUBGRADE. J L 2'-0" . -... ;, IAt' J"<---:1-" . ~ t. :_:.v·a, _,. --{ . .j-... LEGEND: 1. CAST IN PLACE CONCRETE CAP, NATURAL GRAY, WITH f RADIUS ON ALL EXPOSED TOP EDGES. 2. PLASTER -COLOR AND FINISH TO MATCH ARCHITECTURE. PROVIDE SCREED AT GRADE 3. 8 X 8X 16 PRECISION CONCRETE BLOCK, GROUT FILL ALL CELLS. 4. REINFORCEMENT PER STRUCTURAL ENGINEER'S SPECIFICATIONS. 5. CONTINUOUS EXPANSION JOINT PER DETAIL B, SHEET 4 . 6. Fll~ISH SURFACE OF ADJACENT PAVING 7. CONCRETE FOOTING -VERIFY DIMENSIONS AND REINFORCEMENTS WITH STRUCTURAL ENGINEER. 8. 90% COMPACTED SUBGRADE -VERIFY W/ SOILS ENGINEER'S REPORT. 9. FINISH GRADE 1 O. (2) COATS ASPHAL TIC EMULSION 11. 3" PERFORATED PVC DRAINLINE, SET IN 12" SQ. CHANNEL OF t GRAVEL, WRAPPTED WITH WOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .5% MINIMUM AND TIE INTO STORM DRAIN PER CIVIL ENGINEER'S SHEET. CMU RETAINING WALL I SECTION @ DRAINLINE ··-(··~( ·. . • .. ( •. "i:4 ..• :: 'Z-0" ~ . . . .;, . .. . .· r-tt-----t , .. · ... -· .. • LEGEND: 1. CAST IN Pl.ACE CONCRETE CAP, NATURAL GRAY, WITH f RADIUS ON ALL EXPOSED TOP EDGES. 2. PLASTER-COLOR AND FINISH TO MATCH ARCHITECTURE. PROVIDE SCREED AT GRADE 3. 8 X 8 X 16 PRECISION CONCRETE BLOCK, GROUT FILL ALL CELLS. 4. REINFORCEMENT PER STRUCTURAL ENGINEER'S SPECIFICATIONS. 5. CONTINUOUS EXPANSION JOINT PER DETAIL B, SHEET 4 . 8. FINISH SURFACE OF ADJACENT PAVING 7. CONCRETE FOOTING-VERIFY DIMENSIONS AND REINFORCEMENTS WITH STRUCTURAL ENGINEER. 8. 90% COMPACTED SUBGRADE -VERIFY W/ SOILS ENGINEER'S REPORT. CMU SEATWALL LEGEND: 1. VOLLEYBALL NET, CABLES, WINCHES AND HARDWARE, 'POWER DELUXE' SAND COURT KIT BY J&J PRODUCTS, (800) 382-7529, OR SIMILAR- TO BE PROVIDED BY OWNER. 2. 6" X 8" X 16' PRESSURE-TREATED WOOD POST, SET 7' MIN. INTO CONCRETE FOOTING, WITH WIDER (8") SIDE OF POST FACING COURT. 3. FINISH SURFACE OF COURT SAND. SAND TO BE 'PRO TOUR' FINE GRADE, LOW CLAY SAND FOR SPORTS COURTS, AS PROVIDED BY CARMEUSE INDUSTRIAL SANDS, INC., (949) 728-0171, 12" DEPTH MINIMUM. PROVIDE SAMPLE FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION. 4. SOIL SEPARATOR FABRIC. 5. CONCRETE POST FOOTING. 6. 90% COMPACTED SUBGRADE. 7. 4' DIA. PERFORATED HOPE DRAINLINE OR EQUIVALENT, CENTERED IN BOTTOM OF DRAINAGE CHANNEL WITH HOLES POINTED DOWN, IN FILTER BLANKET (MIRAFI 140 NOR EQUIVALENT). FILL DRAINAGE CHANNEL W/ 314" CRUSHED GRAVEL AND SURROUND WITH SOIL SEPARATOR FABRIC. SLOPE DRAINLINE AT .5% MINIMUM AND TIE TO NEAREST STORM DRAIN LOCATION PER CIVIL ENGINEER'S SHEETS. 314' = 1'-0' . .-'.l~~ j. .. --a:-... -. ~._1---,-- 8. RUBBER CURBING, "LARGE SIZE" {8'li X 6" W X 8' L SECTIONS), COLOR: BLACK, BY 'CLOSE THE LOOP', (866) 629-8414, INSTALLED WITH 115 REBAR DOWELS, 24' LONG MIN., AT 24' O.C., AND PER MANUFACTURER'S SPECIFICATIONS. SECURE TO PERIMETER CURBING W/ SCflliWS .tiJ 24' O.C. MAX. .. •. . . 9. FINISH GRADE OF ADJACENT TURF 1'-6' DIA. MIN. SECTION @ POST 3/4" = 1'-0" SANO VOLLEYBALL COURT . ~ J::: ~~-------------------~-'------------------------.-------------. U) FOR LANDSCAPE CONSTRUCTION PLANS SEE SHEETS 2 & 3. IRRl~:~Fo~v~~~~~:c~~cii~i ~~~CISE f U-, FOR LANDSCAPE SPECIFICATIONS SEE SHEETS 14 -18. LOCATION OF PLANTING AREAS. ... , Smith Consulting . . Architects I i~220 El c,.;r~ino Rec;I I Suite 200 S1n Diego C;il11ornia 92130 I I 18581793'4777 I, Fax 18581793-47&7 I I D G E IANDSCIPE IICHIIE(II 1711 Ord Way Oceansidt, CA 920S6 Id 7601951277 For 760 1951101 www.ridge1uom EXP, ~~_v~~E_? B,Y: f(f(,1 .'f/,0o 111---k ~ Gr, ~--'t\-~!.-..., INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD PLANNING DEPARlMENT LANDSCAPE CONSTRUCTION DETAILS BRESSI RANCH -LOT 15 APPROVED i-1-.X ( q ~~* ~-i--•"\ PLANNING DATE DWN BY RS PAOJaCT NO. 11 DRAWINII NO. RS CHKD BY FIEU) BY PIPO6-07 455-2M .:zu i~ U'I $. oO OR300--452053 P8 S6 -RIDGE LANDSCAPE ARCHITECTS -PG 004 Or 007 (P8 S6) 1 SET.tlF -2/25/09 1 :20:29 AM '••··· ··-----..... Pressure CalculaHon Meter No: HGL: Elevation of fv\eter: ............................... "'"" Static Water Pressure PSI: Controller Letter: ........ """""~"" ""'"""" ,.,,., Valve No: l 550 FT 325 FT .................. 97psi A A5 Valve Demand 31 GPM ..... ... -. -.. ,.-.. , .. Syste'!) IJ~J!'.a[)_d . . ..... .. 3] g~f:,I ElevationChan.1,e P.0.C. to Hi11hesl He9d: 11 FT .. ~ -1_/_'l_'_ ___ Water __ /y\eter .. .......... ,....................... ..... 2,1 psi 2" Service line .. 0.5psi ............. 1.2.,.0Psi 2" Basket Strainer ............... ~. __ 2_.0p5i_ .1.-1.{2 .. 0.CJst.c>r .. YCJI.V .. e .............................. ··:········ .............. t .7 psi 1-1 rz .~.ov, .?~~sc,_r ... •· ..... '...... ...... :. .2:9 p_si .l~o.1.atl<:>~ Valves 1.0 psi 1-1/2. R.C.V. . .... J.~psi 600 Feet of 2" Mainline Cl 315 Fitting loss 10% Lateraf Line loss 10% Loss to Highest H.ea.d Total Losses: Head Operating Pressure: Tolal P~-~?-~U.~.~--~-E!:9.~.!.~-~~-: ___ _ Static Pressure Available: Residual Pressure: Set Pressure Regulator: 4.8 psi · 3.0 psi .................. ........... 3.0 psi .. 4,Bpsi 40 psi '"' ............ ' 30psi .. 7~ . .l'.!1. 97psi 27 psi 80psi KEYMAP NOTTO SCALE MATCHLINE -SEE SHEET 7 FOR LANDSCAPE IRRIGATION LEGEND & NOTES -SEE SHEET 8 FOR LANDSCAPE IRRIGATION DETAILS-SEE SHEETS 9 & 10 FOR LANDSCAPE SPECIFICATIONS -SEE SHEETS 14 -18 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El Camino Re~:I Suite 200 San Diego California 92130 1858)793··4777 Fax 1858)793 4787 I I D G I tANO!CAPI AICHIT[IT! 1116 Ord Way Ocea1uid1, CA 92056 Tel 76D 2951221 Fu 760 29! 2201 www.ridgelo.com SYMBOL Q V~ H i.. . fib. .~ . l~, ~ e ;, ➔ .,. z, ~ ~ t, l~ el ,I R F • " • II t~ MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD IRRIGATION MATERIAL LEGEND MODEL NO./ DESCRIPTION 16011-SAM-PRS, 6' POP-UP HEAD W/ RAIN BIRD 5 SERIES MPR NOZZLES, WI N.P. CAP 16011-SAM-PRS, 6' POP-UP HEAD W/ RAIN BIRD U8 SERIES NOZZLES, WI N.P. CAP 18011-SAM-PRS, 6' POP-UP HEAD WI RAIN BIRD U10 SERIES NOZZLES, WI N.P. CAP 16011-SAM-PRS, 6' POP-UP HEAD WI RAIN BIRD U12 SERIES NOZZLES, W/ N.P. CAP 16011-SAM-PRS, 6' POP-UP HEAD W/ RAIN BIRD U15 SERIES NOZZLES, W/ N.P. CAP 16011-SAM-PRS, 6' POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCS/SST/CST NOZZLES, W/ N.P. CAP 1812-SAM-PRS, 12" POP.UP HEAD W/ RAIN BIRD 5 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP.UP HEAD W/ RAIN BIRD B SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM-PRS, 12" POP.UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM-PRS, 12" POP.UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP.UP HEAD W/ RAIN BIRD 15 SERIES MPR NOZZLES, W/ N.P. CAP 1812-SAM-PRS, 12" POP.UP HEAD W/ RAIN BIRD 15 STRIP SERIES LCS/RCS/SST/CST NOZZLES, WI N.P. CAP 1812-SAM SHRUB HEAD W/ HUNTER MP ROTATOR SERIES MP1000 (MAROON/OLIVE) NOZZI.ES, W/ N.P. CAP 1812-SAM SHRUB HEAD W/ HUNTER MP ROTATOR SERIES MP2000 (BLACK/RED) NOZZLES, WI N.P. CAP 1812-SAM SHRUB HEAD W/ HUNTER MP ROTATOR SERIES MP3000 (BLUE/GRAY) NOZZLES, WI NP. CAP 18011-SAM 6' POP-UP BUBBLER HEAD, 5CST-B-PCS-030, 5Q-B-PCS-030, 5H-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES, W/ N.P. CAP. 1806-SAM-50B-PCS-03D .30 GPM POP-UP BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PlACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. LD-P-09-12 PURPLE DRIP TUBING W/ .92 GPH EMITTERS 12" ON CENTER REFER TO SHEET 8 FOR COMPLETE IRRIGATION LEGEND .------CONTROLLER ~----VALVE NUMBER A1 10 -G.P.M. f-------i--- 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING ~----VALVE SIZE P.0.C. / CONTROLLER NOTES P.O.C. NOTE A: POINT OF CONNECTION SHALL BE AN 1-1/2" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. 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 Recycled Water Meter Information Address: Campbell Place CaMsbad , CA. Civil Station# 3+36.13 -DWG 421-3 Area Served (acres or sq./11) 51,672 sq. ft . Est. Annual Water Use (acre faeUyear) 3.17 acre ft./yr. (1,032.240 9alJ yr.) Maximum G.P.M. 32 GPM Meter Size 1-1/2" GPM .10, .73, .20 .... 26, 'i,55, .52, 1.05 .41, 2.10, .82, 1.64 .85, 1.95, 1.30,2.60 .92, 2. 7B, 1.85, 3. 70 .49, 1.21, 1.21 .10 •. 73, .20 .26, 1.55, .52, .1.05 .41, 2.10, .B2, 1.64 .65, 1.95, 1.30, 2.60 .92, 2. 76, 1.B5, 3. 70 .49, 1.21, 1.21 .18 .32 .65 .33 .631.27 .741.58 3.15 .30, .30 •. 40, .60 .30 (0.6) Static Pressure 97 PSI. Design Pressure 70 PSI. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •AS-BUILr CllY OF CARLSBAD ~NINGI DEPARTMENT 11· !'· I ~,I~ lit(kl LA. tf A~1 ExP. .¢po REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. LANDSCAPE IRRIGATION AS-BUILT BRESSI RANCH -LOT 15 REVIEWED BY: APPROVED ,-i-{_4 q -~~* ~-(#•C., Pl.ANNING DATE DATE BY DESCRIPTION REVISIONS DWN BY MJ PAO.ecTNQ. 11 DRAWINCI NQ. APP'D RS CHKD BY FlELD BY PIP06-07 455-2M OA300--452053 P8 S6 -RIDGE LANDSCAPE ARCHITECTS -PG 005 OF 007 (P8 S6) 1 SET.TIF -2125/09 1 :20:29 AM I I I I A35 27 PALOMAR AIRPORT ROAD KEYMAP NOTTO SCALE I '~. T ____ ........ -............ ------------- FOR LANDSCAPE IRRIGATION LEGEND & NOTES -SEE SHEET 8 FOR LANDSCAPE IRRIGATION DETAILS -SEE SHEETS 9 & 10 FOR LANDSCAPE SPECIFICATIONS-SEE SHEETS 14 -18 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El C:::1mlno Rec.I Suite 200 San Diego California 921:JO 18581793-~777 Fax 18581793-4787 IRRIGATION MATERIAL LEGEND SYMBOL Q VAN H F MANUFACT. MODEL NO. I DESCRIPTION GPM =======: ............. = ... ==· ·= ........... .:::·.: !.. ..... ~a. RAIN BIRD 1806-SAM-PRS, 6" PDP-UP HEAD WI RAIN BIRD 5 SERIES MPR NOZZLES, WI N.P. CAP 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD ue SERIES NOZZLES, WI N.P. CAP 1806-SAM-PRS, 6" PDP-UP HEAD WI RAIN BIRD U10 SERIES NOZZLES. WI N.P. CAP 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD U12 SERIES NOZZLES, WI N.P. CAP 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD U15 SERIES NOZZLES, WI N.P. CAP 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD 15 STRIP SERIES .10, .731 .20 I I D G I LllDSCIIE IICHITE(T! -1716 Ord War Dceonsidt, CA 92056 1,1 110 295 m, Fax 760 29S 12116 www.iidgeln.com LA, i ·-···· .................... Elo I .. ·--·· Da)S i CONTROLLER NOT!! A: {3 "' (-j I?, t> 9 0 -5 E:~ ., C:l J''! ... , 1.::, 0 a .. _:ilt . . ~ .. ,,, C, I!! t .. ), '('/ .:, ~ e L! ,"! !'!I sill e'l r·, [·--::-, <,l; ._efd _,. .. , \':!'.1 /2-~\ •":;:.1 l·~h r·;,. \i;;/ ...... ; ,'t, ,.,, ,., ~~ 7 Shrub 12 Shrub 3 Turf Tree Total Valves 42 Jan . Feb ! 2.2 I 2.6 I 31 28 l •» ~.v {B !I! @?J • ., • • :~ ,r.;:-, ,:::,, /':...'\ ,f:I .. , (~)) , .. -~ t~) Drip RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD LCS/RCSISST/CST NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 5 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 8 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 10 SERIES t,lf'R NOZZLES. WI N.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 12 SERIES MPR NOZZLES. WIN.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 15 SERIES MPR NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 15 STRIP SERIES LCS/RCS/SST/CST NOZZLES, WI N.P. CAP 1812-SAM SHRUB HEAD WI HUNTER MP ROTATOR SERIES MP1000 {MAROON/OLIVE) NOZZLES, WI N.P. CAP 1812-SAM SHRUB HEAD WI HUNTER MP ROTATOR SERIES MP2000 (BLACK/RED) NOZZLES, WI N.P. CAP 1812-SAM SHRUB HEAD WI HUNTER MP ROTATOR SERIES MP3000 (BLUE/GRAY) NOZZLES. WI N.P. CAP 1806-SAM 6" POP-UP BUBBLER HEAD, 5CST-EI-PCS-030, 50-B-PCS-030, 5H-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES, W/ N.P. CAP. 1806-SAM-50B-PCS-030 .30 GPM POP-UP BUBBLER HEAD, EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. .28, 1.55, .52, 1.05 .41, 2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 .49, 1.21, 1.21 .10, .73, 20 .26, 1.55, .52, .1.05 .41, 2.10, .82, 1.64 .65, 1.95, 1.30, 2.60 .92, 2.78, 1.85, 3.70 .49. 1.21, 1.21 .18 .32 .65 .33 .631.27 .741.58 3.15 .30, .30, .40, .60 .30 (0.6) RAIN BIRD LD-P-0~12 PURPLE DRIP TUBING W/ .92 GPH EMITTERS 12" ON CENTER REFER TO SHEET 8 FOR COMPLETE IRRIGATION LEGEND -----CONTROLLER ,~----VALVE NUMBER ~ ::XIMATE LINEAR FOOTAGE OF DRIP TUBING L-----VALVESIZE CONTROLLER TIMING CHART Controller 'A' Individual Valve Run Time 0.40 0.49 0.90 28.36 52.59 Individual Valve Run Time 4.05 7.51 4.26 72.46 43.96 10.35 6.28 Total Mnutes/Do Valve Per Day Total Mnutes/Do Valve Per Day Rotator 0.40 0.50 0.75 57.17 106.02 146.09 88.62 Total Mnutes/Da Individual Valve Run Time 4.76 8.83 12.17 7.38 Valve Per Day S ra 0.90 1.65 0.65 11.24 20.85 28.73 17.43 Tolal Mnules/Do Individual Valve Run Time 3.75 6.95 9.58 5.81 Valve Per Day Bubbler 0.80 3.00 0.90 1.32 2.45 3.38 2.05 Tolal Mnutes/Do Individual Valve Run Time 1.32 2.45 3.38 2.05 Valve Per Day Total Valve Run Time/ Hours Per Day 2.16 4.01 5.53 3.35 Total Hours/Day Mar l Apr May . Jun ! Jul Aua Sep Oct ' Nov Dec Total . ' 3.4 I 4.1 I 5.2 l 5.4 I 8.1 6.0 I 4.7 3.4 I 2.4 I 1.9 47.4 31 . 30 31 30 l 31 31 • 30 l 31 i 30 31 36S ' . • • CONTROLLER NOTE CONTROLLER LOCATION. REFER TO LEGEND FOR CONTROLLER MAKE AND MODEL NUMBER. CONTROLLER ASSEMBLY SHALL BE INSTALLED INA STAINLESS STEEL PEDESTAL ENCLOSURE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE • -~ ~ LOCATION OF PLANTING AREAS. • '-> 1 • 7 ., 11 ~~ ~'-!3M~ 1rr1~~ EXP, REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTIOH REVISIONS APP'D LANDSCAPE IRRIGATION AS-BUil T BRESSI RANCH -LOT 15 APPROVED r1-.£. ( ~<--.. ., 'T-~\--it PUNNING DATE DWN BY MJ PAO lE!CT NQ. 11 DAAWINII N0. CHKD BY RS FIELD BY PIP06-07 455-2M t IRRIGATION MATERIAL LEGEND SYMBOi. MANUFACT. MODEL NO./ DESCRIPTION DETAIL !!iii RAIN BIRO XCZ-100-B-COM SERIES DRIP VALVE ASSEMBLY, ASSEMBLY INCLUDES RAIN BIRO PESB RCV, 200 MESH STAINLESS STEEL SCREEN FILTER ANO RAIN BIRO PRESSURE REGUlATOR Q -·-·-·-RAIN BIRO LD-P-09-12, PURPLE DRIP TUBING WITH .92 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 15" APART IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 3• BELOW FINISHED SOIL GRADE W/ fl' WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE lAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK S,T,U -!---RAIN BIRO NO SYMBOi. RAIN BIRO MOCFEL or MOCFTEE W/ MDCF75FPT FITTING FOR CONNECTION BETWEEN PVC lATERAL LINES ANO DRIP TUBING ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRO EASY FIT" FITTINGS R,S R V ® NETAFIM PROVIDE A TL050MFV-1 AUTOMATIC FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE ROUND VALVE BOX, ONE AT THE ENO OF TUBING RUNS IN EACH DIRECTION. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. RAIN BIRD ARV-100AIRNACUUM RELIEF VALVE INSTALLED WITH A FT-050 CONBINATION TEE AND A 314" X 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PlANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF lATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDUlATJNG AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. w NO SYMBOi. T. CHRISTY'S REClAIMED WATER VALVE 1.0. TAG INSTALL WITHIN EACH VALVE BOX TYP. N/A N/A N/A J NO SYMBOi. AS APPROVED ALL VALVE BOXES SHALL BE PURPLE COLOR CODED AND MARKED AS REQUIRED NO SYMBOi. AS APPROVED NO SYMBOi. AS APPROVED E AS APPROVED ALL VALVES SHALL HAVE REClAIMED WATER ID TAGS INSTALLED AS REQUIRED CONTROLLER SHALL HAVE RECLAIMED WATER PLACARDS INSTALLED AS REQUIRED RECYCLED WATER SIGNS, INSTALL QUANTITY AND LOCATIONS PER PER THE CARLSBAD MUNICIPAL WATER DISTRICT AND SAN DIEGO WATER RECYCLING REQUIREMENTS X ►@·•• AS APPROVED FIRE HYDRANT PER CIVIL ENGINEER'S SHEETS NO SYMBOi. K.B.I. NO SYMBOi. K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST lATERAL LINE TEE, WHEN RCV JS HIGHER THAN THE SPRINKLERS NIA N/A N/A NO SYMBOi. A.MVALVE PRODUCTS AMAV-150, 2" AIRNACUUM RELEASE VALVE, INSTALL AT HIGl1 POINT OF MAINLINE HAVING SIGNIFICANT ELEVATION CHANGE ALONG ROUTING y NOTES: IRRIGATION SYSTEM LAYOUT HAS BEEN DESIGNED TO ACCOMMODATE SHRUB HEDGES ANO TO MINIMIZE SPRAY PATTERN DISTORTION OR BLOCKAGE FROM HEDGE ROWS. CONTRACTOR SHALL INSTALL SPRINKLERS IN FRONT OF HEDGE ROWS TO AVOID ANY DISTORTION OR BLOCKAGE FROM HEDGE ROWS ANO ALSO TO PROVIDE ADEQUATE COVERAGE TO ALL PLANTER AREAS INCLUDING THE HEDGE ROWS. ALL LAYOUT SHALL BE CONFIRMED IN FIELD WITH OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. All SPRAY HEADS ADJACENT TO PARKING STALLS CURBS WITHIN CAR OVERHANG AREAS SHALL BE MODEL 1806-SAM 6" POP-UP SPRAY HEADS TO AVOID CAR OVERHANG INTERFERENCE. CONTRACTOR SHALL VERIFY ALL CAR OVERl-lANG AREAS THAT SHALL RECEIVE THE 1806-SAM SPRAY HEADS. USE ADJUSTABLE ARC NOZZLES FOR ALL HEADS LOCATED IN AREAS WHERE A STANDARD ARC PATTERN OVER SPRAYS ONTO BUILDINGS, WALLS OR PAVING. ADJUSTABLE ~,RC NOZZLE SHOULD HAVE THE SAME RADIUS OF THROW AS THE NOZZLE BEING REPLACED. 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 COMMENCING WORK. WHEN A 180 DEGREE ARC HEAD IS LOCATED WITHIN 3 FEET OF AN OBSTRUCTION THE CONTRACTOR SHALL INSTALL TWO 90 DEGREE ARC HEADS ANO ADJUST TO AVOID THE OBSTRUCTION. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING ANO PRIOR TO COMMENCING WORK. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL PIPING ANO WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. TREE BUBBLERS ANO lATERAL LINES ARE SHOWN WITHIN PAVING ANO BUILDINGS FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES ANO AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CONTROLLER ASSEMBLY LOCATION NOTE: CONTROLLER LOCATION SHOWN ON THIS DRAWING JS APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO TERMINAL STRIP. REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL COOES AND REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. VALVE LOCATION NOTE: ELECTRIC CONTROL VALVES ANO ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL ST AKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVE LOCATION FOR REVIEW ANO APPROVAL BY OWNER PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION ANO EXACT POSITIONING FOR ELECTRIC CONTROL VALVES ANO ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF ELECTRIC CONTROi. VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO AOOITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB PLANTING AREAS. BACKFLOW PREVENTER EQUIPMENT LOCATION NOTE: BACKFLOW PREVENTER LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT THE BACKFLOW PREVENTER, ANO ALL IRRIGATION APPURTENANCE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. FINAL LOCATION ANO EXACT POSITIONING OF BACKFLOW PREVENTER ANO ALL IRRIGATION APPURTENANCE SHALL BE DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF THE BACKFLOW PREVENTER, ANO ALL IRRIGATION APPURTENANCE AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE TI-IE CONTRACTOR TO MAKE OWNER DIRECTED REVISION AT NO CHARGE. IRRIGATION NOTES 1 ALL LOCAL MUNICIPAL ANO STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO ANO MADE A PART OF THESE SPECIFICATIONS ANO THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES ANO SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS ANO ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITI-IIN PlANTING AREAS. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE ONE ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCVON EACH AND EVERY LEG OF MAIN LINE. lABEL SPARE WIRES AT BOTH ENOS. 10 ALL PIPE AND/ OR WIRE UNDER PEDESTRIAN PAVING AREAS TO BE INSTALLED IN A PURPLE RECYCLED WATER PVC PIPE SCH. 40 SLEEVE TWICE THE DIAMETER OF TI-IE PIPE OR WIRE BUNDLE CARRIED. ALL PIPE AND I OR WIRE UNDER VEHICLE PAVING AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITI-1 A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALlATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITH IN 18" OF HARD SCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. RIOGE LANDSCAPE ARCHITECTS RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, ANO NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. 14 INSTALL POP-UP SPRINKLER ASSEMBLIES IN THE RIGHT-OF-WAY AND WHENEVER WITHIN 10-FEET OF ANY HARDSCAPE, TURF, OR OTHER AREAS WHERE PEDESTRIAN TRAFFIC MAY OCCUR. 15 INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE. I I D G I IINDICAI! IICHIIECIS 1716 OrdWor Oceanside, CA 91056 Tai 76129!7'117 fo, 760 29S 2201 www.1idgeh1.co11 SYMBOL Q VAN H F b. .Ao ..... (!) 0 e 11) I,!,. I> V 'f' <3 <3 e ~ 13 □ □ IE 0 El § ... Ac ~ 0 " e • t,. ► ~ y 0 <, e • I.! I! I'!! • I.ii B l'"1 <D ® @ © @ @ @ ® ~ (!) 8 • © ® @ ® NO SYMBOL ® @ ® ...... ® ~ &. NO SYMBOL lll9 MANUFACT. RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD RAIN BIRD P.0.C. WILKINS WILKINS V.I.T. HAYWARD SUPERIOR JOHN DEER LANOSCAPES WATTS NELSON RAINBIRD JOHN DEER LANDSCAPES JOHN DEER LANDSCAPES JOHN DEER LANDSCAPES El] N/A LA, NO SYMBOL NO SYMBOL REVIEWED BY: INSPECTOR AS APPROVED AS APPROVED AS APPROVED AS APPROVED 3M EXP. -, IRRIGATION MATERIAL LEGEND MODEL NO. I DESCRIPTION GPM PSI 1806-SAM-PRS, 6" POP-UP HEAD WI RAIN BIRD 5 SERIES MPR NOZZLES, W/ N.P. CAP .10, .73 •. 20 30 1806-SAM-PRS, 6' POP-UP HEAD W/ RAIN BIRD US SERIES NOZZLES, W/ N.P. CAP .26, 1.55, .52, 1.05 30 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD U10 SERIES NOZZLES, WI N.P. CAP .41, 2.10, .82, 1.64 30 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD U12 SERIES NOZZLES, WI N.P. CAP .65, 1.95, 1.30, 2.60 30 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD U15 SERIES NOZZLES, WI N.P. CAP .92, 2.78, 1.85, 3.70 30 1806-SAM-PRS, 6" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES .49, 1.21, 1.21 30 LCS/RCS/SST/CST NOZZLES, WI N.P. CAP 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 5 SERIES MPR NOZZLES, W/ N.P. CAP .10, .73, .20 30 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 8 SERIES MPR NOZZLES, W/ N.P. CAP .28, 1.55, .52, .1.05 30 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 10 SERIES MPR NOZZLES, W/ N.P. CAP .41, 2.10, .82, 1.64 30 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 12 SERIES MPR NOZZLES, W/ N.P. CAP .65, 1.95, 1.30, 2.60 30 1812-SAM-PRS, 12" POP-UP HEAD WI RAIN BIRD 15 SERIES MPR NOZZLES, W/ N.P. CAP .92, 2.78, 1.85, 3.70 30 1812-SAM-PRS, 12" POP-UP HEAD W/ RAIN BIRD 15 STRIP SERIES .49, 1.21, 1.21 30 LCS/RCS/SST/CST NOZZLES, W/ N.P. CAP 1812-SAM SHRUB HEAD W/ HUNTER MP ROTATOR SERIES MP1000 .18 .32 .65 30 (MAROON/OLIVE) NOZZLES, WI N.P. CAP 1812-SAM SHRUB HEAD WI HUNTER MP ROTATOR SERIES MP2000 .33 .63 1.27 30 (BLACK/RED) NOZZLES, W/ N.P. c,,p 1812-SAM SHRUB HEAD W/ HUNTER MP ROTATOR SERIES MP3000 .741.58 3.15 30 (BLUE/GRAY) NOZZLES, W/ N .P. CAP 1806-SAM 6" POP-UP BUBBLER HEAD, 5CST-B-PCS-030, 50-B-PCS-030, .30, .30, .40, .60 30 5H-B-PCS-040, 5F-B-PCS-060, STREAM BUBBLER NOZZLES, WI N.P. CAP. 1806-SAM-5QB-PCS-030 .30 GPM POP-UP BUBBLER HEAD, EACH SYMBOL .30 (0.6) 30 REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLER$ AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. NOTE: ALL SPRAY HEAD BODIES SHALL HAVE FIELD INSTALLED RECLAIMED WATER IDENTIFICATION BODY CAP# 1800 NP COVER 1-112" RECYCLED WATER IRRIGATION METER WITH A 2" SERVICE LINE, VERIFY SIZE, PRESSURE AND LOCATION IN FIELD 975XLS SERIES, 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY 500HLR 1-1/2" PRESSURE REGULATOR, INSTALLED AS PART OF BACKFLOW ASSEMBLY STRONG BOX SBBC-45CR POWDER COATED BACKFLOW DEVICE ENCLOSURE MODEL #72 BASKET STRAINER, 2" SIZE, WITH FLANGED CONNECTIONS, AND 80 MESH FILTER ELEMENT 3200-R SERIES 1-1/2" NORMALLY CLOSED, RECYCLED WATER, MASTER CONTROL VALVE FS-150, 1-1/2" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER USING RAIN MASTER EV-SEN CABLE INSTALLED WITHIN 1" PVC CONDUIT B-6080-SS-SH, 2" FULL PORT BRONZE BALL VALVE, W/STAINLESS STEEL BALL, STEM, AND HANDLE. USE ON 2-112" MAINLINE ANO SMALLER, LINE SIZE UP TO 2", USE 2" ON 21/Z' LINE 7645, 1" NON-POTABLE, QUICK COUPLER VALVE WITH PURPLE LOCKING COVER PESB-R-NP-HAN {1" OR 1-1/2") SERIES, RECYCLED WATER, PlASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN CA6-RM2-48/LPP/PMR/PMR-CAC/RSE/EMP16/MVP/FSA-150P, RAINMASTER CONTROLLER ASSEMBLY, WITH RAINMASTER EVOLUTION DX2, 48 STATION IRRIGATION CONTROLLER INSTALLED WITH IN A TOP ENTRY STAINLESS STEEL ENCLOSURE BY JOHN DEER LANDSCAPES GREEN TECH DIVISION, LAGUNA HILLS, CA. FOR ANY FURTHER INFORMATION CONTACT MIKE FACON WITH GREEN TECH 800-427-0779 CELL# 760-784-1111 PMRKIT PERMANENT MOUNTED REMOTE RECIEVER KIT AS PART OF CONTROLLER ASSEMBLY RAIN SENSOR, MOUNT TO REAR OF ENCLOSURE ANO WIRE TO CONTROLLER, AS PART OF CONTROLLER ASSEMBLY 120 VOi. T ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD PURPLE RECYCLED WATER PVC PIPE 314" -2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE ( 2" CLASS 315) (1-112" SCHEDULE 40) AS MAINLINES 18" BELOW GRADE PURPLE RECYCLED WATER PVC PIPE SCH. 40 AS SLEEVING UNDER PEDESTRIAN PAVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. PVC PIPE SCH. 80 AS SLEEVING UNDER VEHICLE PAVING, THREE TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. LATERAL SLEEVE DEPTH UNDER VEHICLE PAVING • 36", lATERAL SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 18", MAINLINE/ WIRE SLEEVE DEPTH UNDER VEHICLE PAVING• 36", MAINLINE/ WIRE SLEEVE DEPTH UNDER PEDESTRIAN PAVING• 18" IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) OBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS ,------VALVE NUMBER 30 -Cl.P.M. t---+--- 1000' -APPROXIMATE LINEAR FOOTAGE OF DRIP TUBING RADIUS 5 FT 8 FT 10 FT 12 FT 15 FT 4X15 FT 4X30 FT 5 FT 8 FT 10 FT 12FT 15FT 4X15 FT 4X30 FT 6-12 FT 13-17 FT 18-27 FT 3FT N/A DETAIL A A A A A A A A A A A A A A A A N O,P B B B C D E F G,1 H,I J N/A J N/A K K,0,P L K,L,M M ~-----VALVE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE DATE REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. OATE BY DESCRIPTION REVISIONS APP'D CITY OF CARLSBAD Pl.4'NNING DEPARTMENT LANDSCAPE IRRIGATION LEGEND & NOTES BRESSI RANCJI -LOT 15 PLANNING OWN BY MJ CHKD BY __ R~S __ FIELD BY PROJECT NO. PIP06-07 DATE DRAWING NO. 455-2M ( ( ( NOTES: USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. INSTALL FLOW SENSOR PER MANUFACTURES RECOMMENDATIONS. INSTALL RAIN MASTER EV-CAB-SEN CABLE WITHIN 1" SCH. 40 PVC CONDUIT AND WIRE TO CONTROLLER. LEGEND CD 1" PVC WIRE CONDUIT © NOMINAL SIZE SOLID BRICK (3 REQ.) I'";\ MAINLINE SIZE PER FLOW SENSOR \.!,/ LENGTH AS REQUIRED ® PVC MAINLINE TO MASTER VALVE @ PEA GRAVEL MINIMUM 1 CUBIC FOOT 0 FLOW SENSOR @ FINISHED GRADE @ VALVE BOX WITH "T" COVER MARKED "FS" @ LANDSCAPE FABRIC SECTION VIEW-N.T.S. @ FLOW SENSOR CD LEGEND 1. LOCKING LID, SHIOWN OPEN 2. TERMINAL STRIP FOR REMOTE CONTROl VALVE WIRE CONNECTION 3. STAINLESS STEEL, U.L. LISTED, PREDRILLEO, REMOVABLE BACKBOARD. REMOVABLE FRONT PANEL NOT SHOWN. POURED CONCRETE PAD 19" x 19" x 12" DEEP SLOPE EDGES TO DRAIN 4. FINISHED GRADE 5. 3" PVC CONDUIT FOR CONTROL WIRES TO VALVES 8. 11/4" PVC CONDUIT/SWEEP FOR ELECTRICAL SERVICE 7. 1" PVC CONDUIT/SWEEP FDR GROUND ROD CABLE 8. (1) 5/8"X8' COPPER GROUND ROD MINIMUM W/ #1 D GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" ROUND BOX, GHOUND t<OD TD BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURERS SPECIFICATION 9. POWER SWITCH AN□ RECEPTACLE 10. STAINLESS STEEL TOP-ENTRY CONTROLLER ENCLOSURE NEMA JR RAINPROOF RATED 11. RAIN SENSOR 12. CONTROLLER, SEE LEGEND FOR TYPE 13. CONCRETE BASE 14. 1" PVC CONDUIT I SWEEP FOR FLOW METER 15. EPOXY SEALANT 18. WARNING SIGH "RECLAIMED WATE~ DO NOT DRINK" IN ENGLISH AND SPANISH, LOCATED ON OUTSIDE OF ENCLOSURE SECTION/ELEVATION N.T.S. CONTROLLER ASSEMBLY STREETS POTABLE SERVICE LINE ---~ 3.5 FEET (SEE IMPROVEMENT DRAWINGS) 12" MINIMUM REQUIRED VERTICAL SEPARATION RECYCLED WATER IRRIGATION --------•If MAINLINE WI SLEEVE NOTE: ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABLED AS SPECIFIED SECTION VIEW-N.T.S. @ POTABLE MAINLINE CROSSING METER BOX WI METER----~ SIDEWALK -----~ CURB----, APPROX. 8" POT ABLE SERVICE LINE 24" 4' MIN. TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE W/ SLEEVE NOTE: VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF POTABLE WATER LINE. INSTALLATIOfol OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 4' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. SECTION VIEW -N. T.S. 12" MIN. ® POTABLE SERVICE LINE CROSSING LEGEND © VALVE ID TAGS r.'I PVC MAINLINE \.!/ SEE LEGEND FOR TYPE ® 6" MINIMUM DEPTH PEA GRAVEL @LANDSCAPE FABRIC 0 SCH 80 PVC FEMALE ADAPTER (2 REQ.) r;-, MASTER CONTROL VALVE ® NOMINAL SIZE SOLID BRICK (4 REQ.) @ PVC MAINLINE TO FLOW SENSOR @ FINISHED GRADE \:!,/ SEE LEGEND FOR TYPE @ VALVE BOX WITH "T" COVER MARKED "MV" @ RECYCLED WATER WARNING TAG r,;,, SCH. 80 PVC NIPPLE \."::./ LENGTH AS REQUIRED 0) SCH. 80 PVC UNION @ CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE NOTES: INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE MAINLINE DEPTH. SECTION VIEW-N.T.S. @ MASTER CONTROL VALVE ~--{2 T NOTE: A LEGEND 0 QUICKCOUPLINGVALVEBOX, TYP. © 14"X19" RECTANGULAR VALVE BOX TYP. ,.. 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND-COVER/SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER ANO PERPENDICULAR TO EDGE. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION □f VALVE BOXES. PLAN VIEW -N.T.S. CD VALVE BOX LAYOUT LEGEND 1. SPRAY HEAD NOZZLE ( SEE LEGEND FOR TYPE) 2. IRRIGATION POP-UP HEAD ( SEE LEGEND FOR TYPE) 3. PVC RISER -SCH. 80 9ET AT EDQI[ fl KT Af ml»'. CF 4. PVC LATERAL PER PLAN. ROOT SIU 0 fk----c" 5. TREE PIT PER PLANTING DETAILS. 8. FINISH GRADE ® 7. TREE ROOT BALL 8. TREE TRUNK 9. SET ON UNDISTURBED NATIVE SOIL 2 10. MARLEX 90 DEG. STREET Ell. JOINT • PERGOLA TION TEST TO BE DONE FOR DEEP WATERING AND RESULTS RETURNED TO LANDSCAPE DESIGNER SECTION VIEW -N.T.S. POP-UP TREE BUBBLER NOTE: LEGEND 1. FINISHED GRADE IN TURF AREAS 2. VALVE BOX WITH "T"COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID, 3. FINISHED GRADE IN SHRUB AREAS 4. BASKET STRAINER, SEE LEGEND FOR SPECIFICATION 5. BRASS NIPPLE r<P. 6. FLANGED CONNECTIONS 7. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. 8. 3/4-ROCK, 2 CUBIC FT. 9. BRICK SUPPORTS LANDSCJ'\PE FABRIC 11. PVC MAINLINE FROM P.O.C. 12. RECYCLED WATER WARNING TAG USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE BASKET STRAINER ASSEMBLY. SECTION VIEW -N.T.S. @ BASKET STRAINER LEGEND © NOMINAL SIZE SOLID BRICK (4 REQ.) CD © @ © ® © 0 PVC LATERAL LINE PIPE ® SCH. 80 PVC NIPPLE LENGTH AS REQUIRE□ SCH 80 PVC FEMALE ADAPTER @ SCH 80 PVC THREADED ELL REMOTE CONTROL VALVE (u) FINISHED GRADE SEE LEGEND FOR TYPE PEA GRAVEL MINIMUM 1 CUBIC FOOT @ CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24" COIL OF WIRE AT VALVE LANDSCAPE FABRIC @ VALVE BOX WITH COVER MARKED "RCV" PVC MAINLINE, DEPTI-1 PER sPECS. @ FEMALE ADAP. SCH. 80 PVC SCH 80 PVC TEE @ SCHEDULE 80 UNION @ RECYCLED WATER WARNING TAG 11 -1----k--<7 NOTES: 1. USE 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH AND USE SCH. 4D PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. 2. SET TOP OF VALVE BOX 1/2" ABOVE FINISHED GRADE IN TURF AREASAND2" ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. SECTION/ELEVATION N.T.S. ® REMOTE CONTROL VALVE ~ 11-1-~--13 NOTE: LEGEND G) LOW VOLTAGE WIRES ® POLY TUBE PRE-FILLED WITH WATERPROOF GEL ® WIRE CONNECTOR. WIRES SHALL BE PRE·SlHIPPEU OF 112" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. WIRE SPLICE/CONNECTOR SHALL BE CONNECTOR KINO, MODEL SA101 OR MODEL SA 102 KIT SHALL INCLUDE A WIRE NUT CONNECTOR, AND A POLY TLBE PREFILLED FILLED Wini A WATERPROOF SEALING GEL. DIRECT BURY SPLICE KIT SA 101 SHALL BE USED TO ELECTRICALLY CONNECT 2 #14 AND/OR 1 #18 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE MODEL SA102, A LARGER APPROVED WIRE CONNECTER. SECTION VIEW-N.T.S. @ WIRE CONNECTION LEGEND RIP DEVICE SEE LEGEND FOR TYPE BACKFLOW ENCLOSURE SEE LEGEND FOR TYPE 21----1 CD © @ BRASS BALL VALVE BRASS RISER LENGTH AS REQUIRED CONCRETE SLAB • 5)-1.--I ® © 0 © ® @ @ @ @ @ CONCRETE THRUST BLOCKS MAINLINE FROM METER SCHEDULE 80 FEMALE ADAPTER MAINLINE TO MASTER VALVE SCH 8D PVC NIPPLE 6" MIN, BRASS Ell (TYP) BRASS UNION PRESSURE REGULATOR SEE LEGEND FOR TYPE SECTION/ELEVATION N.T.S. NOTES: CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN THE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. BACKFLOW SHALL BE INSTALLED PER C.M.W.D. STANDARD DRAWING #W-20 ® BACKFLOW DEVICE LEGEND 0 QUICKCOUPLING VALVE WITH LOCKING COVER SEE LEGEND FOR TYPE ® BRASS NIPPLE @ BRASSELL © PVC MAINLINE SEE LEGEND FOR TYPE © #4 REBAR 36" MIN. LcNG fH © LANDSCAPE FABRIC 0 NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQ.) © PEA GRAVEL MINIMUM 1 CUBIC FOOT ® STAINLESS STEEL CLAMP (2 REQ.) @ FINISHED GRADE 5 @ VALVE BOX WITH COVER MARKED "QCV' @ RECYCLED WATER WARNING TAG NOTES: 1. USE45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH 2. SET TOP OF VALVE BOX 112" ABOVE FINISHED GRADE IN TURF AREAS AND 2" ABOVE FINISHED GRADE IN GROUND COVER AN□ SHRUB AREAS. 3. QUICK COUPLER VALVE SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SECTION VIEW· N.T.S. @ QUICK COUPLER VALVE NOTES: LEGEND 0 PAVING (NON ROAD) ® @ UNDISTURBED SOIL LESS THAN 3" DIAMETER PIPE SCHEDULE 40 PVC © 3" · 5-112" IN DIAMETER SCHEDULE 40 PVC 2© CLEAN COMPACTED BJ\CKFILL © 6" OR GREATER IN DIAMETER PIPE SCHEDULE 40 PVC 8 0 WIRE SLEEVE © 6" OR GREATER IN DIAMETER PIPE SCHEDULE 80 PVC © 6" OR LESS IN DIAMETER PIPE SCHEDULE 80 PVC @ ROAD PAVING ® TWO METALLIC WARNING TAPES SLEEVES UNDER PAVING (NON-ROADS) SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER-18" COVER, 3" • 5-112" IN DIAMETER-24" COVER, 6" OR GREATER IN DIAMETER-36" COVER, SCHEDULE40 PVC SLEEVES UNDER ROADS SHALL BE THREE TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 6" OR LESS IN DIAMETER-36" COVER, GREATER THAfol 6" IN DIAMETER -48" COVER, SCHEDULE 80 PVC. TAPE CONTROL WIRES TO MAINLINE AT 10-FEET ON CENTER. SECTION/ELEVATION N.T.S. SLEEVE INSTALLATION LEGEND ,,.. 1" ( r'\ 41---➔ ©-- NOTES: 1. SPRAY HEAD WITH PURPLE COVER ( SEE LEGEND FOR TYPE) 2. FINISH GRADE, INSTALL HEAD 1/2" ABOVE GRADE IN TURF AREAS AND 1" ABOVE IN SHRUB AREAS 3. APPROVED BACKFILL 4. IRRIGATION HEAD ( SEE LEGEND FOR TYPE) 5. MANUFACTURED SWING JOINT- HUNTER SWING JOINT MODEL #SJ-512 OR RAINBIRD MODEL# SA-125050. 6. PVC LATERAL LINE PIPE 7. SCH. 40 PVC TEE-SST OR EL-ST. ---<7 NOTE: USE RECYCLED WATER CN' 00 NOT USE SIDE INLET INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 12" FROM All BUILDINGS AND WALLS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. DO NOT SCALE DRAWINGS. SECTION VIEW-N.T.S. @ POP-UP SPRINKLER LEGEND 0 BALL VALVE, SEE LEGEND FOR TYPE. INSTALL SHUTOFF HANDLE PERPENDICULAR TO BOX LID. ® SCH. 80 PVC NIPPLE LENGTH AS REQUIRED @ SCH. 80 PVC UNION © SCH 80 PVC FEMALE ADAPTER ( 2 REQ.) © LANDSCAPE FABRIC NOTES: © NOMINAL SIZE SOLID BRICK (4 REQ.J 0 PEA GRAVEL MINIMUM 1 CUBIC FOOI © PVC MAINLINE, DEPTii PER SPECS. ® FINISHED GRADE @RECTANGULAR VALVE BOX WITH COVER MARKED "BV" @ RECYCLED WATER WARNING TAG 1. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER V/lJ. VE INSTALLATION ABOVE MAINLINE DEPTii. 2. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE CENTERED IN BOX. SECTION VIEW· N.T.S. ® BALL VALVE 0 :•:-:-:-:-· ·-:-:-:-:,:-:-:-:-:-:-:-:-:-:-:-:-:-:-· :-:-::-:-:-:-:-:-:-:-:-: ..... ............. ...... . ........... . ...... ···················· ........... . .. ' ......... ••·• ........... . .. . . . . . .. Jni.Ll,'T]illmJt ·;::I: ~:t : : ~: ::0l: :::•:t :•i:. l!..l,;ni.!Jlm'.!l,t ·?:.: .::-{-::··~:::._ -~rl:\:?/:.~:_·Un.illm!Lll :-:-:-..... .-:-:-:-:-:-:-:-:-:,:-: :-:-:-:-:-:-:-:-:-:.:-:-.. .............. -............ . .......... .... . ....... , .... . Jn'_J-4T7µJfn'f. ··.·.··.·.·.··.·.·.·.... .. ................... ·.··J-r'_!Jm!J.!rnl ::::::;.:/::::::::•• :: .. ;::-, •• ·~•·~•;,;.;······.i;:;;;IJJ,;ci!J,lil-{ .. .. .... .... .. . .... : ... : ... ~ ..... ~ ... J-i!:!:!:l:i:#!m~ I :•:•:•:•:•:•:•:•:•:•:•:•:•:•. afi.i ............... .. :::::::::::::::::::::::::::::::::::::::::::/Ii}}:::::::: I I . . ·; tili~fl··~lf I DIMENSION A B C 112" TO 2-112" IN SIZE 18" 12" 6" 3• TO B" IN SIZE 24" X 6" e• AND LARGER 36" X 6" LEGEND 0 FINISHED GRADE © CLEAN COMPAClED BACKFIL~ @ UNDISTURBED SOIL © PVC LATERAL LINE, SEE LEGEND FOR TYPE © PVC MAINLINE, SEE LEGEND FOR TYPE © CONTROL WIRES 0 TWO 3" WIDE METALLIC WARNING TAPES NOTE: PRESSURE MAINLINE SHALL BE INST ALLE□ ON A a• SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MAlERIAL SECTION VIEW· N.T.S. ® PIPE INSTALLATION APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ...t: U) U1 r-----------"T"----------------r----------------r---------------------+.!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!'l"!!!!!!!!!!!!!!!!!!"'. 1 SH9EET 11 CITY OF CARLSBAD Ir SHE11IT8 ·.:J I 'µ cef I I D G E IAIDSIIIE IICHITEIII 1711 Ord Wor Oceanside, CA 92(15, Tel 7612951727 FOi 76D 1il 1201 www.,idijela.co11 "AS-BUILT• LA. EXP. REVIEWED BY: INSPECTOR DATE REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS APP'D . PLANNINQ DEPARTMENT . LANDSCAPE IRRIGATION DETAILS BRESSI RANCJI -LOT 15 APPRO~ '4J-... { Cr:, ~l~i\-'ii ••1-•G~ Pl.ANNING ' DATE OWN BY MJ PROJECT NO. DRAWING NO. CHKD BY RS FIELD BY PIP06-07 455-2M ~ -0 ~ I ~ :1111111111 ----------------,---------,--------------.,, RECYCLED WATER STANDARD PLAN NOTES 1. All work shall be done in accordance with Iha City of Carlsbad's Rules and Regulations. 2. Drinking water fountains and designated outdoor eating areas shall be protected against contact with recycled water spray, mist or runoff. 3. Besl management praclices shall be used lo eliminate or control to Iha best possible; pon<ling, run-off, over-spray and misting. 4. Hose bibs are strictly prohibited. 5. Cross-connections between recycled water lines and potable waler lines are strictly prohibited. 6. No substitutions of pipe materials will ba allowed without prior approval of the City of Carlsbad. 7. All mainline pipe shall have warning tape per Iha City ol Carlsbad's Rules and Regulations. a. Hours for irrigation with recycled waler are from 9:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by the local authority. Irrigation during public use periods wilh disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. lrrlgatio• with water of a lesser quality than disinfected te~iary recycled water shall be betwaeo Iha hours ol 9:00 p.m. and 6:00 a.m. 9. Burial of all wiring and pipe shall meet the City of Carlsbad's Rules and Regulations. 1 O. Non-designated use areas shall ba protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack ex protection, whether by desigo, construction praclice or system operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adjusted to minimize or eliminate over-spraying on sidewal~, streets and non-designated use areas. 12. Recycled water quick coupling valves shall be al a type deslgoed for use on recycled waler dlstrlbutlo• systems per tho City ol Carlsbad's Rules and Regulations. 13. All appurtenances (sprinkler heads, valve boxes1 etc.) on recycled water systems shall ba color-coded purple per AWWA guldellnas and Sectloo 116815 of Iha California Health and Safety Coda. 14. All ;rrigalion pipe shall be stenciled with the warning ''Non-Potable or Recycled Water", oolor coded (purple) and laid wilh the warning tape and stenciling oriented toward the top r:A the trench par Iha City of Carlsbad's Rules and Regulations. 15. On new on-site systems (posl meter), potable water, oonstant pressure recycled waler and sewer lines shall be placed a minimum of four feet apart or as directed by tho project engineer and/or regulatory agency. Mearsurements shall be between facing surfaces, not pipe cenler lines. 1 &. Constant pressure recycled waler lines shall cross al least twelve Inches below potable water lines and maintain at leasl twelve inches crossing separation between other utilities. 17. II a ccnstanl pressure recycled water line shall ba installed above a potable water line or less lhan twelve inches below a potable water line, then the recycled water line shall be installed within an approved protectiva sleeve as per the Cify of Carlsbad's Rules and Regulations. 18. Developer/Contractor shall conduct a cross-connection test and coverage test as directed by the Cily of Carlsbad and/or tho San Diego County Department ol Environmental Health prior to any use of recycled water. 19. The required cross-connection inspection shall be done by either the Carlsbad Water District and/or the San Diego County Department of Environmental Health. Copies a inspection reports will be forwarded to tho non-inspecting party. 20. The des;gn proposed for recycled water "Do Not Drink" signs shaH be placed as directed by the City. 21. When recycled water becomes available, an on-site user supervisor shaR be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/cross-connection protection, the recycled purveyor's rules and regulations and the specific requirements of a recycled water system. Copies of the designation, with oontact phone numbers shall be provided to the San Diego Water District. In case of emergency conlact _____________ at __________ _ Nama Phone Number Or affer hours contact --------=-------al--=--------Name Phone Number 22. All public and private potable water mains including fire mains and any water wells and water courses within the recycled water project shaH be shown on Iha plans. 23. CaH oul on the plans if there are or not drinking fountains and or designated outdoor eating areas on this site. 24. Educate all maintenance personnel on a continuous basis of ths presence cl recycled water. Personnel musl be informed thal recycled waler is meant for irrigalion purposes only, and is not approved far drir1king purposes, hand washing, cleaning of tools, act. Given the high turnover rate cA employees in the landscape Industry, It Is Important lhis lnformatlo• be disseminated on a• almost dally basis. 25. A physical separation shall be provided between adjacent areas irrigated with recycled water and potable water. Separation shall be provided by distance, ccncreta mow slrips or other approved methods. 28. Contact the City's Office two days priCM' to the irrigation coverage test and arrange a walk through of the system. Failure to comply with any or aH of the above guidelines puts your system in violation of Iha District's Rules and Regulations, and will result in termination or service unlil the appropriate correcUve steps have been taken. 27. All pressure mainline pipe from the recycled water system shall be installed to maintain a 1 O foot minimum horizontal separation from all potable water pipe. Where recycled and potable water pressure mainline pipe cross, the recycled water pipe shall be installed below Iha potable water crossing in a cl. 200 purple pvc sleeve which extends a minimum of 5 feel on either side of the potable waler plpo. Provldo a minimum vertical clearance of 12 inches. AB (325) Water Use Calculation · · · 8re_~~IJI~ ~ .. l .. Meter #1 Controller" A" ....... ···t" 1 Maxiuum Annual Water Allowance (MAWA) i ! i ·toiaisquara foot ago of landscape c ;----5'"1,..., 6'"'r""'2,--,fs.i=. 2: ,w,aoo, '"""':r:~:r-=~~(:::11--1-,2"'1;"':~;;,:;..52--'~~~1~~!1 y; .. . .... ,., .. ,, i •"•-<••••••w•• " J Drip) Plant 'Hydrozone jf (Shrub -----.T:::,~iLI~:~~::~ "Ofag8 of t1ydrozona :s ·mcie~y·;,; I irrigation e !EAWU • I 136 0.9 cu ft/ yr , Factor: 7,76!1 .-,., '"·'··"·'···· i'" -~ "'" .... ! ' ... ···---····· .... Spray) Planl oiageoifiydro,ona = · · :Hydrozo110 I 2 (Shrub ··r ·square·to : irrigation e 'EAwi.J; fficiency • 0.65 .. I 528 cu ft/ yr ! ' Factor= 21,820 ' 0.4 {l o""""d) i ········ \ l 0.4 I {l ow'n1sid1 ' } i ' ' ; Hydro,one I 3 (Shrub Rotator) Plan! Factor= 0.4 {low'med) ( squaraiootage olhydrozone • ~-2-0-,68-0-+------ :·irr·iga·tiO.ii efficiency;; o.75 j E/\W\J • 433 cu ft/ yr I" Hydro•o~• ~ 4Jrurf Spray) Prla_n_l .,.Fac...,,..tor,,_•+---- squara footage olhydrozone • 1,404 0.9 , iri\Qat1on··emCiEirtCY ;;;· o.ss """ LEAWU; 76 cu ft/ yr 1,173 0.85 Sub Total EAWU = [ Input higation System Operation Factor: _ ......•................ ) .............. · •· . Total EAWIJ = ,., ---1,380 1,032.240 ' 3.168 244 {H;gt,) cuft/yr !cuft/yr gallons/ yr I ·• ,, .... , • / ,acre/ ft/ yr cu ft/ yr MAWA< EAWIJ = i !--18_2_,5_1_2--,gallons / yr (this number must be positile) ' ' L "'i" l i ), I i ' f } I GUIDELINES FOR RECLAIMED WATER USE The following guidelines are intended lo provide the basic paramelers for the use of reclaimed water in landscape irrigallon. To operate your system In compliance with these guidelines you must 1. lrrigala between Iha hours of 9:00 p.m. and 6:00 a.m. only. Watering oulsida this time frame must be done manually with qualified supervisory personnel on- site. No system shall at any time be left unattended during use outside thet normal schedule. 2. Irrigate in a manner lhat will minimize runoff pooling and ponding. The application rate shall not exceed the infiltration rate of the soil. Timers must ba adjusted so as to be compatilllo with Iha lowest so11 infiltration rate present. This procedure may be facilitated by the efficient scheduling of the automatic control clocks, (I.e. employing tho repeat function to break up the total irrigation time into cycles that will promote maximum soil absorption). 3. Adjusl spray heads to eliminate overspray into areas oot under the control cA the customer. For example, poof decks, private patios, streets and sidewalks. 4. Monitor and mainlain the system to minimize equipment and material failure. Broke, sprinkler heads, leaks, unreliable valves, elo., should be repaired as soon as they become apparent. 5. Educate all maintenance personnel, on a continuous basis, of the preser.ce of reclaimed water, and the fact that ii is not approved for drinking purposes. Given the high turnover rate of employees In the landscape industry, it is important that this information bd disseminated on an almost daily basis. It is you, the landscape contractor, who is responsible f()( educating each and every one of your employees. 8. Obtain prior approval for all proposed changes and modificalions to any on- site facilities. Such changes must be submitted to, and approved by, !he District Engineering office and designed in acoordance with District standards. Failure to comply with any or all of the above guidelines puts your system in violation Of the District's Rules and Regulations and will result in tennination of service until the appropriate corrective sleps have been taken. Maintenance Sciledula 1) Landscapes shall be maintained to ensure water efficiency. A regular maintenance sch&dula shall Include but not limited to checking, adjusting, cleaning and repairing equipment resetting the automatic controller, aerating and detaching turf areas; replenishing mulch; fertilizing; pruning; and weeding in all landscape areas. 2) Repair of irrigation equipment shall be done with the originally specified materials or their approved equivalents. RECYCLED WATER: THE DESIGN SHALL PROVIDE FOR CONNECTION OF RECYCLED WATER. PLANS SHALL BE IN ACCORDANCE WITH THE WATER DISTRICT RECYCLED GUIDELINES. A RECYCLED WATER USE PERMIT SHALL BE OBTAINED PRIOR TO RECEIVING A RECYCLED WATER CONNECTION. RECYCLED AND POTABLE WATER CROSSING WHEN POTABLE WATER LINE ANO RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FORA TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. ASSURE THAT NO "RECLAIMED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY GATED ENTRIES TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. LEGEND 1. VACUUMIAIRRELIEFVALVE 2. 314" BRONZE BALL VALVE 3. 314" ROCK, J CUBIC FT. 4. 314" BRASS NIPPLE 2 REQ., LENGTH AS REQ, 5. PVC MAINLINE~ DEPTH PER SPECS. (SEE LEGEND OR TYPE) 6. 0-RING SEALED SWING JONT DURA 7. NOMINAL SIZE SOLID BRICK (4 REQ.) 8. LANDSCAPE FABRIC 9. FINISH GRADE, INSTALL VALVE BOX 112" ABOVE GRADE IN TURF AREAS AND 2" ABOVE IN SHRUB AREAS 10. PLASTIC RECT ANGULA.R VAL VE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, ANO WASHER. HEAT BRAND 'ARV" ONTO LID. 11. WARNING PLASTIC TAG "RECYCLED WATER ·DO NDT DRINK' IN ENGLISH AND SPANISH NOTE: A. SERVICE TEE TO BE INSTALLED WITH SIDE-OUTLET DIRECTED UPWARDS AS SHOWN. B. PIPE EXTENSION TO BE SLOPED 2% MIN. UP FROM MAINLINE OR INSTALL AT HEIGHEST LOCAL ELEVATION ON MAINLINE RUN. C. INSTALL AlfWACUUM RELIEF VALVE DOWNSTREAM OF EQUAL SIZE ISOLATION GATE VALVE. D. R.W. WARNING TAG. ATTACH TO BOLT. SECTION/ELEVATION N.T.S. MAINLINE ARV .LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLL &}---~ J' 12· LEGEND 1. FINISHED GRADE 2. DRIP TUBING TYPICAL BOTH SIDES 3. RAIN BIRD "EASY FIT" MOCFTEE FITTING 4. RAIN BIRD "EASY FIT" MDCF50FPT 112• ADAPTER 5. 1/2" SCH 80 T.0.E. NIPPLE LENGTH AS REQUIRED 6. KING BROTHERS FLEXIBLE NIPPLE, #FVN-500-6F MIPT x FIPT, 6" LENGTH) 7. SCH. 40 PVC TEE SxSxT, LINE SIZE BY 1/'Z' 8. PVC LATERAL LINE a}-~-==L __ _J::==.J ® 3• SECTION/ELEVATION N.T.9. DRIPLINE CONNECTION ·---------------------------r .LLLLLLLLLLLLLLLLLLLLLLLLLLL~ .LLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLL _LLLLLLLLLLLLLLLLLLLLLLLLLLLL "1<--•fii<' -,_' .LLLLLLI ' LLLLLL' ' .LLLLLLL ' 1 LLLLLL LLLLL LLLLLLI I I I I I I I I I I I I I LEGEND 1. AMENDED SOIL / MULCH I.AYER • INSTALLED AFTER TUBING 2. DRIP TUBING INSTALLATION 3. AMENDED SOIL AS PER LANDSCAPE DRAWINGS. BRING SOIL LEVEL TO 5" BELOW FINISHED GRADE PRIOR TO DRIP TUBING INSTALlATION 4. WIRE STAKE H.ECOMMENDED INSTJlt.l.!.ATION: TO INSURE EVEN PARALLEL ANO LEVEL TUBING ROWS IT IS RECOMMENDED THAT THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT TO 5• BELOW FINISHED GRADE ANO PROPERLY COMPACTED AS PER THE IANDSCAPED DRAWINGS PRIOR TO THE INSTALLA.TION OF THE T\JBJNG. INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING WI RE HOOP ST AKES AT 5 FEET ON CENTER SPACING. BACKFILL FINAL 3" OF SOIL OVER THE TUBING AFTER INSTALLATION OF n;e n.JBING SECTION/ELEVATION N.T.S. @ DRIPLINE LAYOUT 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"x1/8" ALUMINUM PAINTED TO MATCH PURPLE PMS #266 5. HP WHITE VINYL GRAPHICS CAUTIO RECLAIMED WATER USED FOR IRRIGATION DO NOT DRINK CUIDADO AGUA RECLAMADA IINICAIIENTI! PARA REGAR PROHIBO TOMAR SECTION VIEW -N.T.S. ® RECYCLED WATER SIGN I I D G I IINDICAII HIHll!IT! 1716 Ord Woy 0(eondd1, CA 9205' Toi 76P m 7127 Fu 760 295 2201 www.ridgelo.to111 -· L.A. REVIEWED BY, INSPECTOR XCZ-150-COM OUTLETS (2) 1" FPT r--·-------------------------, 14 11.f" ±1'2" ~±112" J. I I I I CONTROL ZONE KIT: I RAIN BiRD XCZ"150.COM l {INCLUDE! 150PESB VALVE, PVC TEE, I QKCHK100 BASKET FILTERS (2)ANO I PSI M40X-100 PRESSURE REGlA.ATORS {?.) : FOR DEMANDS HI GPU AND GREATER I 17 SECTION/ELEVATION N.T.S. L ______ ! __ " " ________________ J 150--PESB --~ l-22112" t.112" --I LEGEND 1-1'2" Rt.'V 1. PVC SCll 40 ELL Pl AN YlfW-N TS 2. PVC SCH 80 NIPPLE (TYPICAL, LENGTH AS REQUIRED) 3. PVC SCH 40 TEE OR ELL 4. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL 5. PVC MAINLINE, DEPTI-l PER SPECS. 6. PEA GRAVEL MINIMUM 1 CUBIC FOOT 10. PVC SCH 40 MALE ADAPTER 11. PVCSCH80UNION 12. PRESSURE REGULATOR 13. BASKET FILTER 14 REMOTE CONTROL VALVE . SEE LEGEND FOR TYPE 15. CONTROL WIRES WITH EPOXY FILLED CONNECTIONS PROVIDE 24' COIL OF WIRE AT VALVE 7. LANDSCAPE FABRIC 16. VALVE BOX WITH COVER MARKED "RCV" USE XCZ-100-COM-B, (1')CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-150-COM, (1-112") CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER 8. NOMINAL SIZE SOLID BRICK (4 REQ.) 17. FINISHED GRADE 9. PVC LATERAL TO DRIP SYSTEM 16. WARNING PLASTIC TAG "RECYCLED WATER-00 NOT DRINK' IN ENGLISH AND SPANISH @ DRIP RCV ASSEMBLY LEGEND 1. ORIPLINE BLANK LATERAL MOC POLY CONNECTION FITTINGS TO DRIPI.INE LATERALS 2. DRIPLINE Bl.ANK LATERAL 3. AIR/VACUUM REL1EFVALVE 4. PVC HEADER SIZE PER Pl.AN MIN. SIZE 314' 5. CONNECTION TO PVC LATERAL SEE LEGEND FOR TYPE NOTE: 6. IRRIGATION RCV/FILTERASSEMBLY 7. LO IN-l.JNE TUBING IN ROWS 14 • 16 INCHES ON CENTER ON LEVEL GROUND. 8. FLUSH VALVE 9. PVC HEADER MIN. 3/4-~ SIZE 10. AIR/VACUUM RELIEFVALVE INSTALL DRIP FLUSH VALVE PER DETAIL AT THE END OF EACH TUBING SECTION PER Pl.AN INSTALL AIR RELIEF VALVES PER DETAIL, AT HIGH POINTS OF EACH nJBING SECTION PER Pl.AN. RUN AIAA'ACUUM 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 SECTION/ELEVATION N.T.S. Cf) DRIPLINE CONNECTION/ LAYOUT (D \fflfiWN LEGEND 1. 112• ABOVE FINISHED GRADE IN TURF AREAS 2. RA.INBIRD ARV" 100 VAL.VE KIT, AIR I VACUUM RBJEF VALVE 3. PLASTIC ROUND VALVE BOX, fr SIZE HEAT BRAND "ARV' ONTO UD. 4. FINISHED GRADE IN SHRU9AREAS 5. SUBSURFACE DRIP TUBING 6. BRICK SUPPOt-ffS 7, LANDSCAPE FABRIC 8. 314• ROCK, 1/2" CUBIC FT. 4 5 9. RA!NBJRO EASY FIT TEE, MDCFTEE AND FPT AOAPTER-MOCF75FPT 10. WARNING PlASTIC TAG 'RECYCLEDWATER~DO NOT DRINK' IN ENGLISH AND SPANISH SECTION/ELEVATION N.T.S. DRIP AIR RELIEF VALVE 1 SUPPLY HEADER PVCSCH40 Wlll-l COMPRESSION FITTINGS, RAIN BIRD 600.CF-1 2 CONTROL ZONE KIT: RAIN BIRD XCZ-XXX 3 MAINLINE PVC PIPE 4 LANDSCAPE ORIPLINE TUBING, 8 RAIN BIRD LANDSCAPE DRIPLINE POTABLE-LD-09-12 NON-POTABLE· LDP-09-12 DRIPUNE SPACING 1T-15• 5 AIR/VACUUM RELIEF VALVE: 6 9" WIRE STAKES FIVE (5) FEET ON CENTER 7 EASY FIT COMPRESSION FITTINGS; COUPLING· RAIN BIRD MDCFCOUP FLUSH C/11' • RAIN BIRD MDCFCAP 8 COMPRESSION AOAPl ER: RAIN BIRD 600-CF-1 NOTE: WI-IEN GLUING Tl IE 112" 600-GF-1 ADAPTER INTO THE PVC TE61. USE AN ABS TO PVC BONDINGS VENT 9 LATERAL LINE TO NEXT PLANTER PLAN VIEW N.T.S. ® DRIPLINE LAYOUT ------J_~~~ 6 LEGEND 1. LINE FLUSHING VALVE TL050MFV-1 6. PVC LATERAL (OR 2. S x 112" PVC 90 ELL EXHAUST HEADER) {SIZE AS REQ'D) 7. FINISHED GRADE 3. LANDSCAPE FABRIC 8. VALVE BOX WITH COVER 4. NOMINAL SIZE SOLID BRICK MARKED "FV" SUPPORTS (3 REQ.) 9. RECYCLED WATER WARNING TAG 5. PEA GRAVEL MINIMUM 1 CUBIC FOOT SECTION/ELEVATION N.T.S. @) DRIP FLUSH VALVE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILr REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINO DEPARTMENT DATE EX~. DATE BY DESCRIPTION DATE REVISIONS APP1D LANDSCAPE IRRIGATION DETAILS BRESSI IMNCH -LOT 15 PLANNING' OWN BY __ M_J __ CflKD BY_-eRccSc,_ __ FIELD BY PROJECT NO. PIP06-07 DATE DAAWINQ NO. 455-2M i~ ...t:. <.fl U1 'iJ ~ L4.3 1111111~11 OR300--452053 P8 S6 -RIDGE LANDSCAPE ARCHITECTS -PG 006 OF 007 (P8 S6) 1 SET.TIF -2125/09 1 :20:29 AM ====✓,---r--------,-----\-, \ PROTECT IN EXISTING TR f".il,F_ .. AND TURF I ROVIDE GROUND!ovER PLANTING UNDER .'fLL , SHRUBS ON SLOP$ ' LPICAL). ,/ PLE F3 FOR LANDSCAPE PLANTING DETAILS & NOTES SEE SHEET 13 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS 14 -18 ---- ---- DENOTES SOIL SAMPLE LOCATION-REFER TO NOTE 'Ii' OF PLANTING NOTES, SHEET L6.1, FOR ADDITIONAL INFORMATION. DENOTES ROOT BARRIER, TO BE INSTALLED AT ALL TREES WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. ROOT BARRIERS ARE TO BE 'UB24-2' BY DEEP ROOT CORPORATION, (800) 45S-7668, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. NOTE: ROOT BARRIERS SHALL NOT BE WRAPPED AROUND THE ROOTBALL. ROOT BARRIERS INSTALLED ADJACENT TO THE BIO-SWALE, SHALL NOT INTERFERE WITH DRAINAGE TO OR FROM THE BIO-SWALE SYSTEM. NOTE: MULCH ALL LANDSCAPE AREAS WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. EXISTING STREETSCAPE PLANTING: NOTE: All. EXISTING TREES ARE SHOWN WITH DASHED OU TUNES. THE LETTER (E) NEXT" TO A TREE SYMBOi. INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. n-JE LETTER (R) NEXT" TO A TREE SYMBOi. IND/CA TES AN EXISTING TREE TO BE REMOVED. • NOTE: ACACIA MELANOXYLON / BLACKWOOD ACACIA LOPHOSTEMON CONFERTA / BRISBANE BOX T ABEBUIA IPETIGINOSA / PINK TRUMPET TREE ARBUTUS UNEDO 'COMPACTA' / COMPACT STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' / HAHN'S ENGLISH fVY MYOPORUM X 'SOUTH COAST'/ NCN FESCUE 'MARA THON 11' / TURF •• • SCHINUS MOLLE/ CALIFORNIA PEPPER TIPUANA TIPU / TIPU TREE PHORMIUM TENAX/ NEW ZEALAND FLAX STRELITZIA REGINAE / BIRD OF PARADISE EXISTING STREETSCAPE INSTALLED BY MASTER DEVELOPER. REFER TO LANDSCAPE PLANS FOR 'BACKBONE STREETS ANO SLOPES AT BRESSI RANCH', CITY DWG NO. 400-BN, BY THE COLLABRATIVE WEST. PLANT LEGEND SYMBOL TREES: • + 0 SYMBOL BOTANICAL/ COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA CERCIS CANADENSIS / EASTERN REDBUD LOPHOSTEMON CONFERTA/ BRISBANE BOX OLEA EUROPAEA 'SWAN HILL'/ FRUITLESS OLIVE TREE PLA TANUS ACERIFOLIA 'COLUMBIA'/ LONDON PLANE TREE OUERCUS ILEX / HOLLY OAK TIPUANA TIPU / TIPUTREE BOTANICAL/ COMMON NAME SHRUBS, GROUNDCOVERS AND VINES 0 © 0 e • 0 0 0 GI 0 0 0 BACCHARIS 'THOMPSON'/ COYOTE BRUSH BAMBUSA M. RIVIEREORUM I CHINESE GODDESS BAMBOO CARISSA M. 'TUTTLEI' / COMPACT NATAL PLUM CEANOTHUS G. 'YANKEE POINT I CALIF ORN IA LILAC CISTUS 'SUNSET I PINK ROCKROSE DIETES BICOLOR I BUTTERFLY IRIS ECHIUM FASTUOSUM / PRIDE OF MADEIRA HELICHTOTRICHON SEMPERVIRENS BLUE OAT GRASS HETEROMELES ARBUTIFOLIA / TOYON LANTANA MONTEVIDENSIS / PURPLE LANTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MUHLENBERGIA C. 'REGAL MIST I PINKMUHLY MYOPORUM PARVIFOLIUM / NCN MYOPORUM X 'SOUTH COAST' I NCN NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS PARTHENOCISSUS TRICUSPIDATA/ PURPLE FOUNTAIN GRASS PHORMIUM TENAX 'PINK STRIPE' I PINK STRIPE NEW ZEALAND FLAX PITTOSPORUMT. VARIEGATA"/ VARIEGATED TOBIRA RHAMNUS C. 'EVE CASE' I CALIFORNIA COFFEEBERRY ROSMARINUS 0. 'PROSTRATUS' I TRAILING ROSEMARY SENECIO SERPENS/ NCN WESTRINGIA 'MORNING LIGHT/ NCN FESCUE 'MARA THON II' / TURF 8/0SWALE PLANTING: MINIMUM SIZE/ SPACING 15 GAL. STD. 24" BOX STD, 15 GAL. STD. 36" BOX MULTI-TRUNK 15 GAL. STD. 48" BOX STD. 24" BOX STD. 15GAL.STD. SIZE/ SPACING 5 GAL / 38" O.C. 5 GAL. I 36" O.C. 5 GAL./ 42" O.C. 5 GAL./ 6' O.C. 5 GAL./ 5' O.C. 5 GAL. I 30"0.C. 5 GAL./ 6' O.C. 1 GAL. I 24" O.C. 5 GAL. I 8' O.C. 1 GAL./ 36"0.C. 5 GAL. I 30" O.C. 5 GAL. / 4' O.C. FLATS/ 12"O.C. FLATS/ 18" O.C. 1 GAL. / 30" O.C. 5 GAL./ 8' O.C. 5 GAL. I 36" 0.C, 5 GAL./ 42" O.C. 5 GAL./ 5' O.C. FLA TS/ 12" O.C. FLATS/12"O.C. 5 GAL I 36" O.C. soo 1 GAL/ 12" O.C. APPROX. QTY. 7 26 56 4 16 2 21 2 QTY 126 20 170 45 30 346 32 835 64 203 251 244 PER PLAN PER PLAN 507 3 109 94 58 PER PLAN PER PLAN 37 1,404 SF 3,180 1,637 4,727 DETAIL COMMENTS A 6'H X 2'W X 314" CAL. A B'H X 3'W X 1-314" CAL. A B'H X 2'W X 1-1/4" CAL. A 6'H X4'W A l'H X 2'W X 1" CAL. A 14'H X 6'W X 5" CAL. A B'H X 3'W X 1-1/2" CAL. A l'H X 2'W X 1" CAL. DETAIL B B .,. ... B B B B B B B B B B C C B D B B B C F C,D TOTAL SHRUB COUNT TOTAL 5 GAL. SHRUBS (51'!6 OF TOTA~ B APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .. -..i:: I 0., ~t~ r-------------------r-------------r-----------:::::::::::::::::=,-----::-:-::--:~-:-:-:--::-----r=:::::::'.:-:::::~==~~::::::----1i~~~71!!!!!!!!!!!!!!!!~~~~;:~~!ii~~~~!!!!!!!!71:;::ii~-~-~-------. •AS-BUILT REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER. 1 • er II CITY OF CARLSBAD • •·•I•~~ ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO '-==1=1=::!.!:==:::Pl.AN=:=:N:::l:::NQ=:::::OEP::::::::A::::.R::::TI=:M:=:::ENT:::::::::::::::=~==1::::8='. I ~ KEYMAP NOTTO SCALE 0 10 20 40 SCALE AND NORTH 60 I I D 6 I lANDSCAPI H(HITECI! 1711 Ord 11111 Omm,ide, CA 92056 Tel 1,0 295 7227 rax 760 29l 2l01 www.ridgcla.to111 , f;IH,I~ 1ltd.o<1 -<--.J ~ LA. IPIM1 EXP, R~IJ;IY.ED SY: /1-.1-{ 6:r-~ ~r,..j INSPECTOR DATE 1-IM..;.P_L_E,..M_E::,N;.;T.:..Ac:.T:.::IOc:.N.:..l.:..N..:.F.c:IE:::L.:.D.:... -------------.----1~ ~ LANDSCAPE PLANTING PLAN BRESSI RANCH -LOT 15 APPROVED ~[c,-a\4 ~-1.-V, PLANNING DATE LA II DWN BY PA'1 ll!CT Na. DRAWINIINQ. DATE SY DESCRIPTION APP'D RS CHKD BY PIP0S-07 455-2M REVISIONS FIELD BY OR300--452053 P8 S6 -RIDGE LANDSCAPE ARCHITECTS -PG 007 OF 007 (P8 S6) 1 SET.TIF -2125/09 1:20:29 AM I I i I I I I I I ····, I (22) EXISTING TREES (SHOWN DASHED) SHALL BE REMOVED ANO REPIJ\CED WITH MATCHING SPECIES LOCATED AT PERIMETER OF RETENTION BASINS. AS SHOWN / ' KEYMAP PALOMAR AIRPORT ROAD NOTTO SCALE PALQMAB _AIRBOBI BOAD _,., .. ,-·····•-" .... RIGHT-OF-WAY LINE AT PROPERTY LINE E GROUNDCOVER PLANTING ···SHRUBS ON StOPES-········· •·· (TYPICAL). PROPOSED -2/J' P/J9UC W!H[ASEIIENT PH 01-12J / / I T -------i-----i \ 2-STORY OFFICE BLDG. 40,000 S.F. :)Wr' co/ .1;'1.f::026. fs /£:.,•,f.:b~!it/ ' ) I ] i 1 • 1 j ··-....... i...t .... \ \ . ....... I I .L .. 6" P►f.' .fr'[) """'"'" -• -• • • • • • • • • • • • -..-~-.w,i-,al!l!",llMVIIIII • • • \ l \ MATCHLINE -SEE SHEET 11 EXISTING STREETS~APE PLANTING: FOR LANDSCAPE PLANTING DETAILS & NOTES SEE SHEET 13 FOR LANDSCAPE SPECIFICATIONS SEE SHEETS 14 -18 NOTE: ALL EXISTING TREES ARE SHOWN WITH DASHED OUTLINES. THE LETTER (E) NEXT TO A TREE SYMBOL INDICATES AN EXISTING TREE TO BE PROTECTED IN PLACE. THE LETTER (R) NEXT TOA TREE SYMBOL INDICATES AN EXISTING TREE TO BE REMOVED. • NOTE: ACACIA MEIJ\NOXYLON I BLACKWOOD ACACIA LOPHOSTEMON CONFERTAI BRISBANE BOX TABEBUIA IPETIGINOSAI PINK TRUMPET TREE ARBUTUS UNEDO 'COMPACTA' I COMPACT STRAWBERRY BUSH HEDERA HELIX 'HAHNSII' / HAHN'S ENGLISH IVY MYOPORUM X 'SOUTH COAST I NCN FESCUE 'MARATHON II' I TURF •• • SCHINUS MOLLE/ CALIFORNIA PEPPER TIPUANA TIPU I TIPU TREE PHORMIUM TENAXI NEW ZEALAND FLAX STRELl:rZIA REGINAE I BIRD OF PARADISE EXISTING STREETSCAPE INSTALLED BY MASTER DEVELOPER. REFER TO LANDSCAPE PLANS FOR 'BACKBONE STREETS ANO SLOPES AT BRESSI RANCH', CITY DWG NO. 400•8N, BY THE COLLABRATIVE WEST. PLANT LEGEND SYMBOL TREES: • ◊ + 0 SYMBOL BOTANICAL/ COMMON NAME ACACIA MEIJ\NOXYLON / BIJ\CKWOOD ACACIA CERCIS CANADENSIS I EASTERN REDBUD LOPHOSTEMON CONFERTA/ BRISBANE BOX OLEA EUROPAEA 'SWAN HILL' I FRUITLESS OLIVE TREE PLA TANUS ACERIFOLIA 'COLUMBIA'/ LONDON PLANE TREE QUERCUS ILEX / HOLLY OAK TIPIJANA TIPU I TIPU TREE BOTANICAL I COMMON NAME SHRUBS, GROUNDCOVERS AND VINES 0 © 0 e • 0 0 0 0 GI ® 0 0 BACCHARIS 'THOMPSON' / COYOTE BRUSH BAMBUSA M. RIVIEREORUM I CHINESE GODDESS BAMBOO CARISSA M. TUTTLE!'/ COMPACT NATAL PLUM CEANOTHUS 0. 'YANKEE POINT/ CALIFORNIA LILAC CISTUS 'SUNSET/ PINK ROCKROSE DIETES BICOLOR/ BUTTERFLY IRIS ECHIUM FASTUOSUM I PRIDE OF MADEIRA HELICHTOTRICHON SEMPERVIRENS BLUE 0A T GRASS HETEROMELES ARBUT IFOLIA I TOYON LANTANA MONTEVIDENSIS / PURPLE IJ\NTANA LIGUSTRUM J. 'TEXANUM' / TEXAS PRIVET MUHLENBERGIA C. 'REGAL MIST I PINKMUHLY MYOPORUM PARVIFOLIUM I NCN MYOPORUM X 'SOUTH COAST I NCN NASSELLA TENUISSIMA/ MEXICAN FEATHER GRASS PARTHENOCISSUS TRICUSPIDATA/ PURPLE FOUNTAIN GRASS PHORMIUM TENAX 'PINK STRIPE'/ PINK STRIPE NEW ZEALAND FLAX PITTOSPORUM T. 'VARIEGATA"/ VAR IE GA TED TOBIRA RHAMNUS C. 'EVE CASE'/ CALIFORNIA COFFEEBERRY ROSMARINUS 0. 'PROSTRATUS' I TRAILING ROSEMARY SENECIO SERPENS/ NCN WESTRINGIA 'MORNING LIGHT I NCN FESCUE 'MARA THON 11' I TURF BIOSWALE PLANTING: ,",;,,,;« JUNCUS PA TENS/ '-uf••''(•;r CALIFORNIA GRAY RUSH MINIMUM SIZE I SPACING 15GAL STD. 24"BOXSTD. 15GAL. STD. 36" BOX MULT~TRUNK 15GAL.STD. 48" BOX STD. 24"BOXSTD. 15 GAL. STD. SIZE I SPACING 5 GAL. I 36" O.C. 5 GAL. I 38" O.C. 5 GAL I 42" O.C. 5 GAL. I 6' O.C. 5 GAL. I 5' O.C. 5 GAL I 30" O.C. 5 GAL. I 6' O.C. 1 GAL./ 24" O.C. 5 GAL./ 6' O.C. 1 GAL. I 36" O.C. 5 GAL / 30" O.C. 5 GAL I 4' O.C. FLATS 112" O.C. FLATS I 18" O.C. 1 GAL. I 30" O.C. 5 GAL./ 8' O.C. 5 GAL. I 36" O.C. 5 GAL/ 42" O.C. 5 GAL. I 5' O.C. FLATS 112" O.C. FIJ\TS/ 12"O.C. 5 GAL. I 36" O.C. SOD 1 GAL/ 12" O.C. APPROX. QTY. 1 26 58 4 16 2 21 2 QTY 128 20 170 45 30 348 32 835 64 203 251 244 PER PLAN PER PLAN 507 3 109 94 58 PER PLAN PER PLAN 37 1,404 SF 3,180 1,637 DETAIL COMMENTS A 6'H X 2W X 3/4" CAL A 8'H X 3W X 1-3/4" CAL. A 8'H X 2W X 1-1/4"CAL. A 6'HX4W A THX2WX1"CAL A 14'H X 6W X 5" CAL. A 8'H X 3W X 1-112" CAL. A THX2WX1"CAL. DETAIL B B B B B B B B B B B B C C B D B B B C F C,D ... TOTAL SHRUB COUNT TOTAL 5 GAL. SHRUBS (51'}(, OF TOTA/J 4,727 B .... 'I r-------·~ APPROVED FOR PLANTING AND ~ '• ..!, IRRIGATION ONLY, INCLUDING PRECISE °E ~ J LOCATION OF PLANTING AREAS. ~ ~ r --------.-----,------:_::_:::_::::__::_::_:r-----:'.":"':'"-=-:~=---,========-IF-iii7r~~~~~7ra~'s:.i~ 81 12" I CITY OF CARLS112 "ft 81 ••• •As 8 u I LT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER. ~ -ASST. PLANNING DIRECTOR ANO DISTRICT ENGINEER PRIOR TO PIJ.NNINOI DEPARTMENT 1 B 0 10 20 40 SCALE AND NORTH 60 Smith Consulting Architects 12220 El Ccm,i,10 Rer:I Suite 200 Sr-rn Diego C111ifornia 92130· • I85BJ793-4777 F~x 18581793-4787 I I D G E LANDSCAPE IICHITECH 1711 O,d W"I' Ocea11sid1, Ci 92051 Tel 760 295 7227 far 760 295 22DI www.,idgelo.com IMPLEMENTATION IN FIELD. z/e,s;-/47 DATE EXP, s-/4,/4 I I REVl[WEI> BY: DATE BY INSPECTOR APPROVED Pl.ANNING DESCRIPTION APP'I) DWN BY CHKD BY REVISIONS FIEUI BY LANDSCAPE PLANTING Pl.AN BRESSI RANCH -LOT 15 tt-t~ l q. e-~~ 1,-i,-d'f DATE LA PAO.l!CTNQ, 11 DRAWiNGI NQ, RS PIP06-07 455-2M ------------------------,--------r-----------------":"""""'.~~~1 ~ PLANTING NOTES A. REfER TO PLANTING SPECIFICATIONS AND DETAft.S FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. 8. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPCNSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPI.JICEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. F. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION ~HAVE SAMPLES TESTED BY SOIL AND PLANT I.JIB, (714) 558-8333, FOR SOIL FERTILITY, TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING I.JIBORATORY 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. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE OWNER. L. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM. M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED SPACING SHALL TAKE PRECEDENCE. 0. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE I.JIST ROW OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE SPECIFIED ON CENTER SPACING. P. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGUI.JIR SPACING UNLESS OTHERWISE INDICATED. R. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND UNIFORM. Q. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING AND/OR GUYING OF TREES TO ENSURE STABILITY. T. MULCH ALL LANDSCAPE AREAS (EXCLUDING TURF) HAVING LESS THAN A 3:1 SLOPE WITH A 3" DEEP LAYER OF MEDIUM GRIND BARK PER SPECIFICATIONS AT THE CONCLUSION OF PLANTING OPERATIONS. SUBMIT MULCH SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO JOB SITE. U. ANNUAL COLOR TO BE SELECTED BY I.JINDSCAPE ARCHITECT AT TIME OF INSTALLATION. REQUEST RECOMMENDATION A MINIMUM OF 48 HOURS IN ADVANCE OF NEED FOR DELIVERY. V. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE THE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. W. COMPLY WITH EROSION CONTROL NOTES BELOW FROM THE CARLSBAD CITY LANDSCAPE MANUAL. EROSION CONTROL NOTES • SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING STANDARDS: A. STANDARD 111 • COVER CROP/ REINFORCED STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RA TE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF REINFORCED STRAW MAT SHALL BE APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15TH AND APRIL 15TH. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED. B. STANDARD #2 -GROUNDCOVER 100% OF AREA TO 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(1)YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4' LINERS) SHALL COVER A MINIMUM OF 70% OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4 · TREES AND/ OR LARGE SHRUBS 1 REES AND/ OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GAL. CONTAINERS) AT A MINIMUM RATE OF ONE PLANT PER 200 SQUARE FEET. • ALL SLOPES 3:1 OR STEEPER AND 4' OR GREATER IN HEIGHT REQUIRE STANDARDS 111 AND #2. • ALL SLOPES 6: 1 OR STEEPER AND 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. • ALL SLOPES 6: 1 OR STEEPER AND 4' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS 111, #2 AND #3. • ALL SLOPES 6:1 OR STEEPER AND 8' OR GREATER IN VERTICAL HEIGHT REQUIRE STANDARDS # 1, #2, #3 AND #4. PLANT LEGEND SYMBOL TREES: • ◊ o"o + 0 SYMBOL BOTANICAL/COMMON NAME ACACIA MELANOXYLON / BLACKWOOD ACACIA CERCIS CANADENSIS / EASTERN REDBUD LOPHOSTEMON CONFERTA/ BRISBANE BOX OLEA EUROPAEA 'SWAN HILL'/ FRUITLESS OLIVE TREE PLATANUS ACERIFOLIA 'COLUMBIA'/ LONDON PLANE TREE QUERCUS ILEX / HOLLY OAK TIPUANA TIPU / TIPU TREE BOTANICAL/COMMON NAME SHRUBS, GROUNDCOVERSAND VINES 0 @) © 0 e © 0 0 0 ~ ~ .. 0 0 BACCHARIS 'THOMPSON' I COYOTE BRUSH BAMBUSA M. RIVIEREORUM I CHINESE GODDESS BAMBOO CARISSA M. 'TUTTLEI' I COMPACT NATAL PLUM CEANOTHUS G. 'YANKEE POINT I CALIFORNIA LILAC CISTUS 'SUNSET I PINK ROCKROSE DIETES BICOLOR / BUTTERFLY IRIS ECHIUM FASTUOSUM / PRIDE OF MADEIRA HELICHTOTRICHON SEMPERVIRENS BLUE OAT GRASS HETEROMELES ARBUTIFCX.IA / TOYON LANTANA MONTEVIDENSIS I PURPLE LANT ANA LIGUSTRUM J. 'TEXANUM' I TEXAS PRIVET MUH LENBERGIA C. 'REGAL M 1ST' I PINKMUHLY MYOPORUM PARVIFOLIUM I NCN MYOPORUM X 'SOUTH COAST' I NCN NASSELLA TENUISSIMA/ MEXICAN FEA TI·IER GRASS PARTHENOCISSUS TRICUSPIDATA/ PURPLE FOUNTAIN GRASS PHORMIUM TENAX 'PINK STRIPE'/ PINK STRIPE NEW ZEALAND FLAX PITTOSPORUM T. 'VARIEGATA" / VARIEGATED TOBIRA RHAMNUS C. 'EVE CASE'/ CALIFORNIA COFFEEBERRY ROSMARINUS 0. 'PROSTRATUS' I TRAILING ROSEMARY SENECIO SERPENS I NCN WESTRINGIA 'MORNING LIGHr I NCN FESCUE 'MARATHON II' I TURF B!OSWALE Pl.ANTING: ;"~i ,,,;-,,-, JUNCUS PA TENS/ ;,'''.(._!'i.·'.,· CALIFORNIA GRAY RUSH ' COVER SEED CROP COMPOSITION TO BE: • REINFORCED STRAW MAT WITH GROUND COVER TO BE: DESCRIPTION ESCHSCHOLZIA CALIFORNICA LUPINUS SUCCULENTUS O'CONNOR'S LEGUME FIBER MULCH 16-16-16 FERTILIZER STABILIZING BINDER #/ACRE 2 2 20 2000 400 120 DESCRIPTION SIZE/ SPACING MYOPORUM PARVIFOLIUM / MYOPORUM Fl.JI TS/ 3' O.C. MINIMUM SIZE/ SPACING 15 GAL. STD. 24" BOX STD. 15 GAL. STD. 36" BOX MULTI-TRUNK 15 GAL. STD. 24" BOX STD. 15 GAL. STD. SIZE / SPACING 5 GAL. I 36" O.C. 5 GAL. 136" O.C. 5 GAL. 142" O.C. 5 GAL. 16' 0.C. 5 GAL. / 5' 0.C. 5 GAL. 130" O.C. 5 GAL. I 6' O.C. 1 GAL. I 24" 0.C. 5 GAL 16' O.C. 1 GAL I 36" O.C. 5 GAL. 130" O.C. 5 GAL. 14' O.C. FLATS I 12" O.C. FLATS I 18" O.C. 1 GAL. I 30" O.C. 5 GAL. 18' D.C. 5 GAL. I 36" 0.C. 5 GAL. I 42" 0.C. 5 GAL. I 5' D.C. FLA TS 112" O.C. Fl.JI TS I 12" O.C. 5 GAL. I 36' 0.C. SOD 1 GALI 12"0.C. APPROX. QTY. 7 26 58 4 16 23 2 QTY 126 20 170 45 30 346 32 835 64 203 251 244 PER PLAN PER Pl.JIN 507 3 109 94 58 PER PLAN PER PLAN 37 1,404 SF 3,180 1,637 4,727 DETAIL COMMENTS A 6'H X 2'W X 3/4" CAL. A 8'H X 3'W X 1-3/4' CAL. A 8'H X 2'W X 1-114" CAL. A 6'HX4'W A 7'H X 2'W X 1" CAL. A S"H X 3'W X 1-1/2"CAL. A 7'H X 2'W X 1' CAL. DETAIL B B B B B B B B B B B B C C B D B B B C F C,D TOTAL SHRUB COUNT TOTAL 5 GAL. SHRUBS (51% OF TOTAi) B D NOTES L EQUAL L ,. ,. A ALL SHRUBS I GROUND COVERS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. Iii t, ~~ LSEE SPEC.~ '1 2X DL4. ~ OF ROOTBALL Iii t, DUJ I!!!: rg; ~~ ~~ ~ LSEESPEC. L 'I 2XDIA. 1 DFROOTBALL -----G) @ -@ PLAN VIEW LEGEND 1. 24" CORDED TIE. SEE SPECIFICA J'IONS. ATTACH WITI l ROOF ING NAILS (4 TYP .) 2. 2' DIA. X 10' LODGE POLE PINE STAKE (2 lYP.J KEEP CLEAR OF ROOTBALL AND CROWN OF TREE. SEE SPECIFICATIONS. 3. WATER BASIN, 3" MIN. DEPTH AFTER WATERING BY HOSE. REMOVE BASIN IN LAWN AREAS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 4. FINISHED GRADE. 5. AMENDED BACKFILL. SEE SPECIFICATIONS FOR MIX AND PIT SIZE. 6. Pl/INT TABLET PER SPECIFICATIONS. 7. EXISTING SOIL. 8. SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 9. ARBOR-GARD TRUNK PROTECTOR FOR USE IN TURF AREAS. NOTE: MAINTAIN TURF 3" CLEAR, MINIMUM FROM TREE TRUNK. 10. SET TOP OF ROOTBALL 3" ABOVE SURROUNDING GRADE AND SLOPE FOR DRAINAGE. 11. INSTALL #UB24-2 ROOT BARRIER, AS MANUFACTURED BY DEEP ROOT, (800) 45S-7668, AT ALL TREES WITHIN 5' OF HARDSCAPE, OR AS SHOWN ON PLANTING PLAN. 12. EXISTING SLOPE. 13. SLOPE AT REAR OF PI.JINTING PIT TO BE GRADED TO 1:1 SLOPE MAXIMUM. INSTALL EROSION CONTRCX. FABRIC ON SLOPE AREA PER SPECIFICATIONS TO CONTROL EROSION DURING Pl/INT ESTABLISHMENT. SECTION AT SLOPE CONDITION SECTION 14. GRADE REAR OF PLANTING PITS TO MAX. 1:1 SLOPE AND PROVIDE CITY OF CARLSBAD APPROVED REINFORCED STRAW MAT (EROSION CONTROL FABRIC). SHRUB/ GROUND COVER SPACING TREE PLANTING/ STAKING 2 X DIA. OF ROOTBALL VINE PLANTING SECTION LEGEND: 1. LOCATE PI.JINTS WITH EQUAL SPACING AS INDICATED ON PLAN, TRIANGULAR SPACING. 2. 24" CLEAR VEHICLE OVERHANG ZONE - LOW (MAX. 8" HT.J GROUND COVER ONLY. 3. CURB 4. SPRINKLER HEAD • LOCATE BETWEEN PARKING STALLS WHENEVER POSSIBLE - MAX. 6" POP-UP WHEN LOCATED IN VEHICLE OVERHANG ZONE. 5. VEHICLE 6. 112 SPACING FOR SPECIFIED PLANT MATERIAL LEGEND 1. WALL, FENCE OR TRELLIS, PER PLAN 2. WATERING BASIN -MIN 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUND. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL B. "CROWN" OF PLANT -MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. PLACE VINE AS CLOSELY AS POSSIBLE TO WALL, FENCE, TRELLIS OR OTHER SUPPORT. SECURE LEADER TO SUPPORT WITH GREEN NURSERY TAPE. (USE EPOXY-TIE ON WALLS AND FENCES). SECURE ALL OTHER LENGTHY BRANCHES IN AN OUTWARD RADIAL PATTERN WITH ADDITIONAL GREEN NURSERY TAPE (AND EPOXY-TIES), AS NECESSARY, TO DIRECT GROWTH. AFTER VINE IS ADEQUATELY SECURED, REMCVE NURSERY STAKE. @ ® G) I @6 EQUAL • • PLAN VIEW • PLANTING@ PARKING STALLS 2 X DIA. OF ROOTBALL '---{7 2XDIA. OF ROOTBALL SECTION AT SLOPE CONDITION SECTION LEGEND: 1. ONE THROUGH FIFTEEN GALLON SIZE CONTAINER PLANT 2. WATERING BASIN -MIN. 4" DEPTH. REMOVE BASIN AFTER MAINTENANCE PERIOD. 3. FINISHED GRADE 4. AMENDED BACKFILL MIX-SEE SPECIFICATIONS. TAMP OR WATER SETTLE SO TI-IAT PLANT DOES NOT SINK AFTER PLANTING. 5. FERTILIZING TABLETS PER SPECIFICATIONS 6. ROOTBALL OF PLANT -MUST NOT BE ROOTBOUNO. LOOSEN ANY TIGHT-PACKED ROOTS. 7. EXISTING SOIL 8. "CROWN" OF PLANT-MUST NOT BE BURIED BELOW LEVEL OF SURROUNDING SOIL. 9. EXISTING SLOPE 10. GRADE REAR OF PLANTING PITS TO MAX. 1:1 SLOPE AND PROVIDE CITY OF CARLSBAD APPROVED REINFORCED STRAW MAT (EROSION CONTROL FABRIC). SHRUB PLANTING '---{7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD Pl.ANNINO DEPARTMENT c1 I I D G E L.A. EXP, IIND!CAII HCIITICT! REVIEWED BY: 1716 Ord Woy Omrn~ide, U. ,2056 Tel 760 19! 7127 fox 760 2Y! 2201 www.ridgela.co11 INSPECTOR OATE DATE BY DESCRIPTION APP'O DAT£ REVISIONS LANDSCAPE PLANTING DETAILS & NOTES BlIBSSI lUNl.'H -L01' 15 Pl.ANNING OWN BY,_~RC7" __ CflKD BY RS FIELD BY PROJECT NO. PIP06-07 DMWINIJ NO. 455-2M -O<) ..----------------------------------------------------_,;,--SECTION 02514 PORTlAND CEMENT CONCRETE PAVING Part 1 -GENERAL 1.01 WORK INCLUDED A. Concrete paving, mow strips, steps, wolfs. B. Reinforcement. C. Surface finish. D. Special Curing. 1.02 WORK INSTALLED BUT FURNISHED UNDER OTHER SECTIONS A. Section 03251 -Expansion and Contraction Joints. 1.03 RELATED WORK A. Section 02211 -Rough Grading: Preporatlon of site for paving. B. Section 02223 -Backfilling: Compacted fill for paving. 1.04 REFERENCES A. B. C. D. ACI 301 -Specifications for Structural Concrete for Buildings. ANSI/ASTM A185 -Welded Steel Wire Fabric for Concrete Reinforcement. ANSI/ASTM A497 -Welded Deformed Steel Wire Fabric for Concrete Reinforcement. ASTM A615 -Deformed and Plain Billet-Steel for Concrete Reinforcement. E. ASTM C33 Concrete Aggregates. Ready Mixed Concrete. F. ASTM C94 G. ASTM C150 -Portland Cement. H. ASTM C260 Air-Entraining Admixtures for Concrete. I. ASTM C309 Liquid Membrane-Forming Compounds for Curing Concrete. J. ASTM C494 Chemical Admixtures for Concrete. K. FS TT-C-800 Curing Compound, Concrete, for New and Existing Surfaces. 1.05 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Obtain materials from some source throughout. 1.06 TESTS A. B. C. D. E. F. G. Testing and analysis will be performed under provisions of the UBC, current edition. Make ovoiloble proposed mix design of each class of concrete to appointed firm for review prior to commencement of work. Testing firm will toke cylinders and perform slump and air entrainment tests in accordance with ACI 301. Tests of cement and aggregates will be performed to ensure conformance with specified requirements. Three concrete test cylinders will be token for every 75 or less cubic yards of each class of concrete placed each day. One additional test cylinder will be taken and be cured on site under same conditions as concrete it represents. One slump test will be taken for each set of test cylinders taken. 1.07 SUBMITTALS A. Submit product data under provisions of the UBC, current edition. 8. Include data on integral color, admixtures, and curing compounds. C. Submit manufacturer's instructions. 1. 08 SAMPLES A. Where directed, provide 4 x 4 foot job site sample of each paving finish shown or required, for review and approval prior to installation. Provide additional samples until finish is considered acceptable by the Owner, at no additional cost to the Owner. Port 2 -PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM C150 Portland type, gray color. B. Fine and Coarse Aggregates: ASTM C33, from o single source throughout project. C. Water: Cleon, potable, and not otherwise detrimental to concrete. 2.02 FORM MATERIALS A. Conform to ACI 301. B. Wood or Steel form moterlol, profiled lo suit conditions. 2.03 REINFORCEMENT A. Reinforcing Steel: ASTM A615; 40 ksl yield grade; plain deformed billet steel bars, uncooled finish. B. Welded Steel Wire Fabric: Plain type, ANSI/ASTM A185; uncooted finish. C. Tie Wire: Annealed steel, minimum 16 gage size. D. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish. E. Synthetic Reinforcing Fibers: 1. Engineered synthetic reinforcing fibers shall be 100% Polypropylene, collated, fibrillated fibers with the following properties: Specific Grovity: 0.9 Modulus of Elosticity: 0.5 to 0. 7 x 1000 ksi Tensile Strength: 80 to 110 ksl Length: 0.5 inch 2. The approved manufacturer or distributor shall provide the services of a Qualified Technician for a pre-job meeting and initial Job Start-Up. 3. Manufacturer shall be Fibermesh Inc., (619) 259-0901 or approved equal. 4. Fibers shall be added only ot the concrete batch plant to assure uniform and complete dispersion of the collated-fibrillated fiber bundles into single monofilaments within the concrete. 5. Add to the concrete mix at the rote of 1.5 lbs per cubic yard of concrete. 6. Submit concrete receipt from batch plant to Owner, showing name of manufacturer and rote of application for fibers. 2.04 ACCESSORIES A. Curing Compound: FS TT-C-800, Type 1, 30 percent solids; ASTM C309, Ashford Formula. 8. Liquid Surface Sealer: ProSoCo Kure/Seal. C. Integral Color (Non-Immersion Conditions): L. M. Scofield Chromix. D. Patch Bond: Weld-Crete. E. Lithochrome color hardens: L.M. Scofield. 2.05 ADMIXTURES A. Air Entrainment: ASTM C260. 8. Chemlcal Admixture: ASTM c4g4_ 2.06 CONCRETE MIX A. Mix concrete in accordance with ASTM C94. 8. Provide concrete with the following characteristics: -Compressive Strength at 28 days: 2500 psi. C. Use accelerating admixtures in cold weather only when approved by Owner. Use of admixtures will not relax cold weather placement requirements. D. Use set-retarding admixtures during hot weather only when approved by Owner. E. Add air entraining agent to concrete mix for concrete work as necessary. Port 3 -EXECUTION 3.01 INSPECTION A. Verify compacted subgrade and/or base is ready to support paving and imposed loads. 8. Verify gradients and elevations of base ore correct. C. Beginning of installation means acceptance of existing conditions. 3.02 PREPARATION A. Moisten base to minimize absorption of water from fresh concrete. B. Notify Landscape Architect and Owner minimum 24 hours prior to commencement of concreting operations. 3.03 FORMING A. Place and secure forms to correct location, dimension, and profile. Obtain layout approval prior to pour. 8. Assemble formwork ta permit easy stripping and dismantling without damaging concrete. Use of permanent concrete screed is permissible. C. Place joint fillers vertical in position, in straight lines. Secure to formwork during concrete placement. 3.04 REINFORCEMENT A. Place reinforcement. 8. Interrupt reinforcement at expansion joints. C. Place reinforcement to achieve slob and curb alignment as detailed. D. Provide dowelled joints at interruptions of concrete with one end of dowel set in copped sleeve to allow longitudinal movement. 3.05 FORMED JOINTS A. Place expansion joints at 20 foot intervals unless otherwise shown to correct elevation and profile. Align curb, gutter, and sidewalk joints. 8. Place expansion joint between paving components and building or other appurtenances. C. Provide control joints at maximum 5 foot intervals of paving unless otherwise shown. 3.06 PLACING CONCRETE A. Place concrete in accordance with ACI 301. B. Hot Weather Placement: ACI 301. C. Cold \,/ec,ther PloceMent ACI 301. D. Ensure reinforcement, inserts, embedded ports, and formed joints ore not disturbed during concrete placement. E. Place concrete continuously between predetermined construction joints. Do not breok or interrupt successive pours such that cold joints occur. F. Place concrete to pattern indicated. G. Coordinate pours of integral color concrete to ensure consistency of color throughout. Color inconsistency will not be accepted. H. For concrete steps, walls or other cost in place elements, settle concrete by vibration to eliminate honeycombs. Concrete with visible honeycombs will be rejected. I. Tolerances in horizontal alignment of hordscape elements such as povinjl edges, joints, walls and steps shall not exceed 1/4" in 10 feet, or 1/2' in 50 feet. 3.07 FINISHING A. See pion for finishes and finish locations. 8. Curbs, Swales and Gutters: Light broom. C. Place curing compound on exposed concrete surfaces immediately ofter finishing. Apply in accordance with manufacturer's instructions. D. Finishes: 1. General Compact and tamp concrete as specified herein (unless retardant finish is specified), to bring 3/8 inch of mortar to surface, float with wood screeds and floats only, and apply following finishes ofter surface by floating. Do not use steel or any plastic screeds, floats or "Fresno" for initial floating and screeding operations. 2. All concrete finishes shall be as listed on the Drawings. Finishes ore as follows: a. Rough Trowel Swirl Finish - Provide rough trowel finish lo slob surfaces. After placing slobs, consolidate surface by floating to a uniform, smooth, granular texture. b. Scratch Finish - Provide scratch finish to slab surfaces that ore lo receive mortar setting beds for precast tile povers as noted on Drawings. c. Steel Trowel Finish - After surface waler disappears and floated surface is sufficiently hardened, steel trowel and re-trowel to smooth, dense, hard finish. After concrete hos set enough, re-trowel to a smooth, uniform finish free of trowel marks or other blemishes. Avoid excessive troweling that produces burned areas. d. Sandblast Finish - l. All work shall conform to applicable OSHA and EPA standards. ii. Contractor shall schedule this work to be executed with as little conflict with other trodes as possible. If necessary, Contractor shall be responsible for the protection or masking of adjacent surfaces. iii. Test areas for sample of blasting will be established where surfaced wlll not be left exposed. Landscape Architect shall be present at time of sample blasting and approve the desired finish. iv. Core shall be taken to protect oil adjacent surfaces from damage which ore not receiving sandblasting. v. Sandblasting shall be accomplished using qualified workmen familiar with the proper technique. vi. Sandblasting work shall be by the dry-sand method, utilizing appropriate equipment and adequate air pressure. Abrasives shall be washed silica sand free from salt, cloy or other foreign materials. Nozzle position during the operation shall be as determined in the makin9 of the approved samples. vii. All concrete oreos requiring patching shall be patched, with all rough spots and unevenness in the concrete surface ground smooth before the sandblasting operation is begun. viii. Wash down concrete sandblasted surfaces promptly to remove sand and dust. Upon completion, remove from site oil surplus and waste materials. e. Retardant Finish - I. Concrete Mix Design: An extremelt coarse mixing contains the greatest possible percentage of 3/8" lop size aggregate and a minimum amount of mixing water should be used. Aggregate/sand ratio to be 70% aggregate lo 30% sand. ii. Preparatory Work: The concrete should be placed and consolidated so as to completely fill all spaces in the forms. Tampering will not be permitted because the aggregate must remain near the surface for later exposure. Apply a wood float finish which will permit 3/16" of aggregate exposure. iii. Application of Retarder: As soon as the following hos been completed, apply the retarder and "Lithotex• by L.M. Scofield (213/725-7112) per Scofield's Application Instruction T-203.03. Once the retarder hos been applied, cover the surface with plastic sheeting or curling paper to achieve deeper aggregate reveal. iv. Aggregate Exposure: The retarder should be removed between eight and twenty hours ofter placement by sondblaslin,;i or with a coarse-fibered or rust resistant wire scrub brush and Jet of water. A clean sealer shall be applied so that the surface shall be covered ofter aggregate exposure with new, non-staining paper. f. Lithochrome color hardener: manufactured by L.M. Scofield Company. The grade shall be heavy duty. The color shall be per pion. Color-Hardened Concrete System: All concrete flotwork and adjacent vertical surfaces designated in the plans or specifications as having o colored and hardened surface shall be color-hardened with 'Lithochrome' color hardener, o dry-shake hardener manufactured by L.M. Scofield Company, Los Angeles CA 90040, (800) 222-4100, (213) 723-5258. It shall be applied per manufactures recommendations in accordance with Scofield s Tech-Dalo Bulletin A-104. The finish shall be as designated in the finish schedule. E. Concrete Surface Sealer: Surface Sealer: All concrete that hos either been sandblasted or retardant finished shall be sealed with a clear, penetrating concrete sealer. If efflorescence or alkali-staining in evident ofter the concrete hos cured, lightly wash the aggregate surface with a mild muriatic acid solution (usually a 10: f dilution) that hos been thoroughly rinsed with water and cleaned with diluted Lilhochrome "Floor Cleaner" by L.M. Scofield or equal. Rinse again and dry thoroughly. After concrete mix hos cured al least a month, the concrete surface shall be thoroughly washed with fresh, clean woter. After surface is thoroughly dried, apply one coot of Aqua-Mix Penetrating Sealer (213) 946-6877, al the rate of 200 SF per gallon. Allow 24 hours before applying water to verify if waler beads. If not, apply a light second coat. Refer lo Aqua-Mix Specifications for complete instructions. 3.08 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provision of the U8C, current edition. B. Maintain records of placed concrete items. Record dote, location of pour, quantity, air temperature, and test samples token. 3.09 PROTECTION A. Immediately ofter placement, protect concrete under from premature drying, excessive hot or cold temperatures, and mechanical injury. END OF SECTION SECTION 02811 LANDSCAPE IRRIGATION SYSTEM RECLAIMED WATER Note: In case of conflicts, Carlsbad Municipal Water District Standard Specifications shall toke precedence. Port 1 -GENERAL 1.01 SUMMARY A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory lo the Owner. 8. The work shall include oil materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 CONSTRUCTION DRAWINGS A. B. C. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investl~ote the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings ore generally diagrammatic and indicative of the work to be installed. The work shall be installed in such o manner as ta avoid conflicts between irrigation systems, planting, and architectural features. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When on item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Architect shall have final authority for clarification. When o conflict occurs between on item shown on the pion and as shown on the specifications, the Architect shall hove final authority for clarification. The Contractor shall not wilfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 QUALITY ASSURANCE A. 8. C. D. E. Provide al least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughl,Y familiar with the type of moterlols being Installed and the manufacturers recommended methods of installation and who shall direct all work performed under this section. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnishes directions covering points not shown in the drawings and specifications. All local, municipal and state lows, rules and regulations governing or relotin1 to any portion of this work ore hereby incorporated into and made a port o these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings coll for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than Is re'.luired by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PL.ANNINO DEPARTMENT 118HE1~· 1 I I 0 G E IANDICIP! Al[MIIECTS 1711 O,d Way Oce11n$ida, U 92056 1,1 761295 7177 fox 761295 220' www.ridael1.eo11 L.A. EXP. DATE LANDSCAPE SPECIFICATIONS BRESSI lUNCH -LOT 15 1-------------------+---+-l------------------+---I APPROVED 11 ••. :t, \ (T-~\l-c,1\-REVIEWED BY: DATE BY DESCRIPTION INSPECTOR DATE REVISIONS APP'O PLANNING OWN BY_---'R=--- CHKD BY_c.cR~S __ FIELD BY PROJEOTNO. PIP06-07 DATE DRAWINQ NO. 455-2M r---------------------------------------:-1 Part 2 -MATERIALS 2.07 VALVE BOXES 1.04 SUBMITTALS A. Materials List: 1. After award of contract and before any irrigation system materials are delivered to the job site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and Installed as part of this contract. 2. Show manufacturer's name and catalog number for each item, furnish complete catalog cuts and technlcol dota, furnish the manufacturer's recommendations as to the method of installation. 3. No substitutions will be allowed without prior written acceptance by the Architect or Owner's outhorized representative. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guorontee. Such warranties shall only supplement the guarantee. B. Substitutions: If the lrri,;iation Contractor wishes to substitute any equipment or materials for those equipment or moterlols listed on the irrigation drawings and specifications, he may do so by providing the following information to the Architect or Owner's authorized representative for approval. 1. Provide a written statement indicating the reason for making the substitution. 2. Provide catalog cut sheets, technical data, and performance information for each substitute item. 3, Provide in writing the difference in installed price if the item is accepted. 1.05 EXISTING CONDITIONS A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Architect and Owner's authorized representative prior to beginning construction. C. D. E. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as ore commonly encountered under<;iround and he shall toke proper precautions nat to damage or disturb such improvements. If a confltct exists between such obstacles and the proposed work, the Controctor shalt promptly notify the Architect ond Owner who will arrange for relocations. The Irrigation Contractor will proceed in the soma manner if a rock layer or any other such canditlons ore encountered. The Contractor shall protect all existing utilities and features to remoin on and adjacent to the project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negltgence. The Irrigation Contractor shall coordinate with the General Contractor for instoltatlon of required sleeving as shown on the plans. 1.06 INSPECTIONS A. The Contractor shall permit the Architect and Owner's authorized representative to visit and inspect at all times any port of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Architect, Owner's authorized representative, and/or governing agencies. The Irrigation Contractor shall be solely responsible (or notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shalt be, if so ordered, uncovered at the Irrigation Contractor's expense. C. Inspections will be required for the following at a minimum: 1. System layout 2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water fressure, which ever is greater.) 3. Coverage tes of irrigation system 4. Final inspection prior to start of maintenance period 5. Final acceptance D. Site observations and testing will not commence without the record drawings as prepared by the Irrigation Contractor. Record drowings must complete and up to date for each site visit. E. Work which fails testing and is not accepted wilt be retested. Hourly rotes and expenses of the Architect, Owner's authorized representative, ond governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense ta Owner. 1.07 STORAGE AND HANDLING A. Use oil means necessory to protect irrigation system materiols before, during, and after installation and to protect the installation work and materials of all other trodes, In the event of damage, immedlately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additlonal cost to the Owner. B. Exercise core in handling, loading, unloading, ond storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 CLEANUP AND DISPOSAL A. Dispose of waste, trash, and debris in accordance with applicable lows and ordinances and as prescribed by authorities having j.Jrisdlction. Bury no such waste material ond debris on the site. Burning of trosh and debris will not be permitted. The Contractor shall remave and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. 1.09 TURNOVER ITEMS A. Record Drawings: 1. Record accurately on one set of contract drawings all chonges in the work canstituting departures from the original contract drawings. 2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Architect or Owner's authorized representative. Prior to final inseection of work, submit record drawings to the Architect or Owner's authorized representative. 3. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc, shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size. 4. Show locations and deP.ths of the following items: a. Point of connection (including water meters, backflow preventors, master control valves, etc.) b. Routing of sprinkler pressure lines (dimensions shown at a moximum of 100 feet along routing and at all chonges in direction} c. Gate valves d. Automatic remote control valves 5. 6. e. Quick coupling volves f. Routing of control wires g. irrigation controllers h. Related equipment (as may be directed) Maintain record drawings on site at all times. As-built plans ore required to be submitted as required by the Engineering and Planning Departments. The final as-built plans shall be prepared by the landscape architect from dimensions provided by the contractor. Upon completlon of work, transfer all as-built Information and dimensions to a clean set of bond prints, usin<J red, waterproof ink and submit to the landscape architect. The final irrigation as-built plans will be required to be reviewed and approved by the City of Carlsbad and final mylars will be required to be approved and signed by the City prior to Planning Deportment signing the permit cord. B. Controller Charts: Record drawings must be approved by Architect and/or Owner's authorized representative before charts ore prepared. 1. 2. 3. 4. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size. When completed and approved, the chart shall be hermetically seoled between two pieces of plastic, each piece being a minimum 20 mils in thickness. C. Operation and Maintenance Manuals: 1. Two individually bound copies of operation and maintenance monuals shall be delivered to the Architect or Owner's authorized representative at least 10 calendar days prior to final inspection. The manuals shall describe the materiol nstalled and the proper operation of the system. 2. Each complete, bound monuol shall include the following information: a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Operating ond maintenance instructions for all equipment. c. Spore ports lists and related manufacturer information for all equipment. D. Equipment: 1. Supply as a part of this contract the followin~ items: a. Two (2) wrenches for disassembly and od11stment of each type of sprinkler heod used in the irrlgatlon system. b. Three 30-inch sprinkler keys for manual operation of control valves. c. Two ke~ for each automatic contraller. d. Two quick coupler keys with a 3/4" bronze hose bib, bent nose type with hond wheel and two coupler lid keys. e. One valve box cover key or wrench. f. One 5-foot tee wrench far operating butterfly valves (if used). g. Six extra sprinkler heads of each size ond type. 2. The above equipment shall be turned over to Owner's authorized representative at the final inspection. 1.10 COMPLETION A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepore a list of items to be completed by the Contractor. At the time of the post-maintenance period or final inspection the work will be reinspected and final acceptance will be in writing by the Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system hos been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating ond maintenance instructions. D. Any settling of trenches which may occur durinc:i the one-year period following acceptance shall be repaired to the owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.11 GUARANTEE A. The entire sprinkler system, including oil work done under this contract, shall be unconditionally guoranteed against all defects and fault of material and workmonship, including settling of backfilled areas below '-trade, for a period of one (1) yeor following the filing of the Notice of Completion. Should ony problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs, as determined by the Owner, constitutes an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs lo correct some, shall be repaired to the satisfaction of the Owner by the Contractor, all at no additional cost to the Owner. B. Guorontee shall be submitted on Contractors own letterheod as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we hove furnished ond installed 1s free from defects in materials and workmanship, and the work hos been completed in occordonce with the drawings and specifications, ordinary weor and tear and unusual abuse, or neglect excepted. We agree to repoir or replace any defective moterlol during the period of one year from dote of filing of the Notice of Completion ond also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. in the event of aur failure to make such repairs or replocements within the time specified after receipt of written notice from owner, we authorize the owner to proceed ta have said repoirs or replacements mode at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: 2.01 SUMMARY Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 PIPE A. Pressure supply line from point of connection through basket strainer unit shall be Type "K" copper or brass pipe. B. Pressure supply lines 2 inches in diameter and up ta 3 inches in diameter downstream of basket strainer unit shall be Class 315 solvent weld PVC. Piping shall conform ta ASTM D2241, C. Non-pressure lines 3/4 inches in diameter and larger downstream of the remote control valve shall be Closs 200 PVC. Non-pressure lines 1 • and larger to conform to ASTM D2241. D. Reclaimed water PVC pipe to be color coded "purple" in color and marked on two sides with reclaimed water warning statements "CAUTION -RECLAIMED WATER". Reclaimed water piping must be accepted by the local reclaimed water governing agencies. Reclaimed water PVC pipe shall use standard Sch. 40 PVC fittings. Reclaimed Water PVC pipe to be Brown line • Alerttine" or equal. 2.03 METAL PIPE AND FITTINGS A. Bross pipe shall be 85 percent red brass, ANSI, !PS Standard 125 pounds, Sch edu I e 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 PLASTIC PIPE AND FITTINGS A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of on improved PVC virgin pipe compound in accardonce with ASTM D2241 or ASTM D1784. C. All PVC fittings shall be standard wei~ht Schedule 40 and shall be injection molded of an im1:>roved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings sholl conform to ASTM D2466. D. All threaded nipples shall be stondard weight Schedule 8D with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendotlons. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM 02855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strop wrench. Joint compound shall be non-leod base Teflon paste, tape, or equal. 2.05 BASKET STRAINER A. The basket stroiner unit shall be of the manufacturer, size, and type indicated on the drawings. B. The basket strainer unit shall be installed in accordance with the requirements set forth by local codes. 2.06 VALVES A. Gate Valves: 1. Gate valves shall be of the manufacturer, size, ond type indicated on the drawings. 2. Gate valve shall have threaded ASTM B-62 bronze body, bonnet and wedge, silicon bronze stem, ond malleable iron hondwheel. 3. All Gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards. B. Quick Coupler Valves: 1. Quick coupler volves shall be of the manufacturer, size, and type indicated on the drawings. C. D. 2. Quick coupler volves shall be brass with a wall thickness guaranteed ta withstand normal working pressure of 150 psi without leakage. Valves sholl hove 3/4 female threads opening at base, with two-piece body. Valves to be operated only with a coupler key, designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be mode between the coupler key and valve. Hinge cover shall be the locking type constructed of brass with a rubber-like vinyl cover. Vinyl quick coupler cover to be purple in color with the words "WARNING - RECLAIMED WATER -DO NOT DRINK" permanently marked on the lid. Automatic Control Valves: 1. Automatic control voives shall indicated on the drawings. 2. Automatic control volves shall Anti-drain Valves: be of the monufacturer, size, and type be electrically operated. 1. Anti-drain valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Anti-drain valves shall hove 18-8 stainless steel springs and valve stems with Buno-N seols. 3. Anti-drain valves will hove threaded connections the size of the riser or pipe they are to be installed onto, or the next availobla size. No slip connection anti-drain valves ore allowed. A. Valve boxes shall be fabricated from a durable, Weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be purple in color and permanently marked with the words "WARNING -RECLAIMED WATER -DO NOT DRINK". Valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustoining a load of 1,500 pounds. D. Valve box extensions shall be by the some manufacturer as the valve box. E. Automatic control valve boxes shall be 16"x11"x12" rectangular size. Volva box covers shall be marked "RCV" with the valve identification number "heat branded" onto the cover in 2 inch high letters/numbers. F. Gate valve ond quick coupler valve boxes shall be 1 O" circular size. Valve box covers shall be marked with either "GV" or "QCV" "heat branded" onto the cover in 2-inch high letters/numbers. 2.08 AUTOMATIC CONTROLLER A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Automatic controller enclosures shall be of the manufacturer, size, and type indicated on the drawings. Enclosure shall be vandal-resistant, ventilated and waterproof. 2.09 ELECTRICAL A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior instollatlons. B. All electrical work shall conform ta local codes and ordinances. 2.10 LOW VOLTAGE CONTROL WIRING A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no cose smaller than 14 gouge. B. C. Connections shall be either epoxy-sealed packet type or Penn-Tite connectors. Ground wires sholl be white in color. Control wires shall be red (where two or more controllers ore used, the control wires shall be a differenl color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door}. 2.11 IRRIGATION HEADS A. Sprinkler heads shall be of the manufacturer, size, type, with rodius of throw, operating pressure, and discharge rate indicated on the drawings. B. Pop-up heads and riser heads shall be used as indicated on the drawings. C. Pop-up heads and gear driven rotors used on reclaimed water systems shall have a color coded purple cap with recloimed water warnings embossed on the top surface. Riser heads shall have a self adhesive recloimed water sticker placed on the riser directly below the sprinkler body. All reclaimed water warnings shall be in English and Spanish and hove the international symbol for "Do Not Drink". All reclaimed waler warnings shall be as required by the local water utility. 2.12 MISCELLANEOUS EQUIPMENT Rain sensor shall be of the manufacturer, size, and type indicated on the drawings. Part 3 -EXECUTION 3.01 SITE CONDITIONS A. Inspections: 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that oil such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the monufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Architect or Owner's outhorized representative. 2. Do not proceed with installation in areas of discrepancy until oil discrepancies hove been resolved. C. Grades: D. 1. Before starting work, carefully check all grades ta determine that work may safely proceed, keeping within the specified material depths with respect to finish grade. 2. Final grades shall be accepted by the Engineer before work on this section will be allowed ta begin. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor sholl coordinate the installation of all irrigation materials with oil other work. 2. All scaled dimensions are approximate. The Contractor sholl check and verify oil size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor sholl be responsible for damages to utilities which are caused by his operations or neglect. J::. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND (J\ IRRIGATION ONLY, INCLUDING PRECISE U) PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: LOCATION OF PLANTING AREAS. • ,-------i------_-_-_-_-_-_-_-_--r----------r-----------~!!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!~!!!!!!!!!!!!!!!!!!";;"' 9J "AS-BUILT" REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER. I SH1ESET II CITY OF CARLSBAD l["iiHEm11ET88 ~ ASST PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNINO DEPARTMENT -~ ,,,.,. SIGNED: DATE: cef I I D G E 11115(11! HINIIECH 1716 Ord Woy Oce~nsidt, CA ,2056 1,1 768 29! 7227 Fu 760 2912201 www.ridgeltuom DATE L.A. EXP. REVIEWED BV: INSPECTOR DATE IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION REVISIONS LANDSCAPE SPECIFICATIONS BlIBSSI RANCH -LOT 15 PLANNING' OWN BY_---'R-'c'---- CHKD BY __ RS"--- FIELD BY PROJECT NO. PIP06-07 DRAWIN<INO. 455-2M :, ------------------------------------------------------------------------------------------, 3.02 3.0J 3.04 3.05 E. F. G. H. Diagrammatic Intent: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. Layout: 1. Prior to installatlon, the Contractor shall stake oul all pressure supply lines, routing and location of sprinkler heads, valves, backflaw preventor, and automatic controller. 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. Water Supply Connections lo, or the installatlon of, the water supply shall be ot the locations shown on the drawings. Minor changes caused by actual site conditions shall be mode at no odditronal expense to Owner. Electrical Service: 1. Connections to the electrlcal supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be mode at no additional expense to Owner. 2. Contractor shall make 120 volt connection to the irrigation controllers. Electrical power source to controller locations shall be provided by others. TRENCHING A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrode. B. C. D. E. A. B. C. D. E. A. B. C. D. E. F. G. H. I. J. K. L. A. B. Provide minimum cover of 24 inches on pressure supply lines 2 ½ inches and smaller. Provide minimum cover of 18 inches for control wires. Provide minimum cover of 12 inches for non-pressure lines. Pipes installed in a common trench shall hove a 6 inch minimum space between pipes. BACKFILLING Backfill material on all lines shall be the some as adjacent soil free of debris, litter, and rocks over ½-inch in diameter. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Flooding in lieu of tamping is not allowed. Under no circumstances shall truck wheels be used to compact backfill. Provide sand backfill a minimum of 6 inches over and under oil piping under paved areas. PIPING Piping under existing pavement may be installed by jocking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Cutting or breaking of existing pavement is not permitted. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual inspection and verification. Remove all dented and damaged pipe sections. All lines shall hove a minimum clearance of 6 inches from each other and 12 inches from lines of other trodes. Parallel lines shall not be installed directly over each other. In solvent welding, use only the specified primer and solvent cement and make all Joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer. Centerlood all plastic pipe prior to pressure testing. All threaded plastic-to-plastic connections shall be assembled using Teflon tape. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope on oil threaded plastic-ta-metal connections, except where noted otherwise. All plastic-to-metal connections shall be mode with plastic female adopters. All solvent weld mainline foot thrust blocks at oil a Leemco joint restraint blocks. CONTROLLER piping is to be secured with minimum one cubic directional changes. Bell and QOsket pipe to have system installed on all fittings 1n lieu of thrust The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before lnstollotlon. The electrical service shall be coordinated with this location. The lrri~otlon Contractor shall be responsible for the final electrical hook up to the 1rrlgotlon controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area or in accordance with the irrigation schedule provided. B. C. D. E. F. Where more than one wire is placed in a trench, the wiring shall be toped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. All connections shall be of an approved type and shall occur in a valve box. Provide on 18 inch service loop at each connection. An expansion Joor of 12 inches shall be provided at each wire connection and/or directiono change, and one of 24 inches shall be provided at each remote control valve. A continuous run of wire shall be used between o controller and each remote control valve. Under no circumstances shall splices be used without prior approval. Pull boxes for the low voltage control wires shall be provided at a spacing of 480 feet on center along the wire route. An expansion loop of 24 inches shall be provided at each control wire pull box. 3.07 VALVES A. Automatic control valves, manual valves, ~ate valves, and boll valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 VALVE BOXES A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4 inch ~ravel backfiJ~ 3 cubic feet minimum. Valve boxes shall be installed with their tops ½-inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3,og BASKET STRAINER A. Install basket strainer unit as indicated In the detail drawings. B. Install basket strainer at location approved in the field and at height required by local codes. 3.10 SPRINKLER HEADS A. Sprinkler heads shall be installed as indicated on the drawings. 8. Spacing of heads shall not exceed maximum indicated on the drawings. C. Riser nipples shall be of the some size as the riser opening in the sprinkler body. D. Pop-up sprinkler heads shall not be installed using side outlet openings. 3.11 MISCELLANEOUS EQUIPMENT A. B. C. D. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable. Unless designed as on integral part of the irrigation head, anti-drain valves will be installed under every head. The anti-drain valve will be the some diameter as the riser and be integral to the riser assembly. Install rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12 FLUSHING THE SYSTEM A. Prior to installation of sprinkler nozzles, the valves shall be opened and a full head of water used to flush out the lines and risers. 8. Sprinkler nozzles shall be installed ofter flushing the system hos been completed. J.1 J ADJUSTING THE SYSTEM A. Contractor shall adjust valves, align heads, and check coverage of each system prior to coverage test. 8. If it is determined by the Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the sprinkler heads operate at the pressure recommended by the manufacturer. 3.14 TESTING AND OBSERVATION A. Do not allow or cause any of the work of this section to be covered up or enclosed until it hos been observed, tested and accepted by the Architect, Owner, and governing agencies. B. C. The Contractor shall be solely responsible for notifying the Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Architect. D. The Contractor shall furnish all materials and perform oil work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been wilfully installed as indicated an the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accepted by the Architect and accomplished before starting any planting. E. Final inspection will not commence without record drawings as prepared by the Irrigation Con tractor. 3.15 MAINTENANCE During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings. J.16 COMPLETION CLEANING Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION SECTION 02950 LANDSCAPE PLANTING Port 1 -GENERAL 1.01 WORK INCLUDED A. Soil Preparation. B. Planting. C. Stoking. D. Sodding. E. Cleon up. 1.02 RELATED WORK A. Section 02811 1.03 QUALITY ASSURANCE Landscape Irrigation System. A. Source Quality: 1. Submit documentation at least 60 days prior to planting that all plant materials ore available. Materials are subject to inspection ofter confirmation of ordering. 2. Materials are subject to inspection at place of growth and upon delivery, for conformity to specifications. Inspection, approval and reJectlon con also take place at other times during progress of work. 3. Request, in writing, inspection of plant materials at place of growth. Identify place of growth, and quantity of plants to be inspected. 4. As described in the planting notes for tree togging, the Architect may opt to either visit the tree nursery or review photographs submitted by the Contractor. In either case visit the nursery and select trees conforming to specifications prior to review by the Architect. 1.04 SUBMITTALS A. Prior to installation submit for review and approval specifications and product information on items being used on project. Submit bound with list of items as cover sheet. Conform to Section 01 JOO. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed chemical analysis, name, trade mark, and conformance to State law. 8. Provide copies of receipts for all amendments specified in these specifications or in the Soils Report. C. Deliver plants with legible identification labels. Lobel trees, evergreens, bundles of containers of like shrubs and groundcover plants. State correct plant name and size indicated on plant list. Use durable waterproof labels with water-resistant ink which will remain legible for at least 60 days. D. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. E. Notify Architect 7 days in advance of delivery of plant materials and submit itemization of plants in each delivery. F. Store plants in shade and protect from weather. G. Maintain and protect plant material in a healthy, vigorous condition. H. Exercise core in handlin;i, loading, unloading and storing of plant materials. Replace damoged materials. 1.06 JOB CONDITIONS A. Perform actual planting only when weather and soil conditions ore suitable in accordance with locally accepted practice. B. Coordinate this work of this section with installation of underground irrigation system, utilities, piping and watering heads. 1.07 SAMPLES AND TESTS A. Architect reserves the right to take and analyze samples of materials for conformity to specifications. Provide samples for testing upon request. Remove rejected materials from site immediately upon rejection at no additional cost. Testin~ costs will be paid for by Owner if materials prove to be in compliance with specifications. B. Prior to amending soils, contractor shall have soil tested for agricultural suitability as described in planting notes. C. Provide 1 cubic foot sample of medium grind topping mulch to Architect for review and approval. 1.08 GUARANTEE A. Guarantee materials against poor, inadequate, diseased and inferior materials and workmanship for one year ofter 90 day maintenance agreement expiration. Port 2 -PRODUCTS 2.01 MATERIALS A. The following organic, soil amendments and fertilizer are ta be used for bid purposes only. Specific amendments and fertlllzer will be selected and specified ofter rough grading operations ore complete and Contractor has hod soil samples tested. B. Provide standard, approved and first-grade quality materials, in prime condition when installed and accepted. Deliver commercially processed and packaged material in manufocturer's unopened containers bearing the manufacturer's guaranteed analysis. Supply o sample of all supplied materials accompanied by onalrtlcal data from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. C. Organic Amendment: 1. Nitrogen Stabilized: 0.56 to 0.84 percent N based on dry weight for wood residual or rice hulls. D. E. F. G. 2. Particle Size: 95 to 100 percent passing 6.35 mm standard sieve; 80 to 100 percent passing 2.33 mm standard sieve. 3. Salinity: Ensure that saturation extract conductivity does not exceed 3.5 millimohs per centimeter at 25 degrees C. as determined by saturation extract method. 4. Iron Content: Minimum 0.08 percent dilute acid soluble Fe on dry weight basis. 5. Ash: 0 to 6 percent dry weight. Sail Amendment: 1. Soil Sulfur: Agricultural grade sulfur containing minimum of 99 percent sulfur expressed as elemental. 2. Iron Sulfate: 20 percent iron expressed as metallic Iron, derived from ferric and ferrous sulphate, 10 percent sulfur expressed as elemental. 3. Calcium Carbonate: 95 percent lime as derived from oyster shells. 4. Gypsum: Agricultural grade product containing 98 percent minimum calcium sulphate. Fertilizer: 1. 2. 3. 4. 5. 6. 7. 8. Planting Fertilizer: pelleted or granular form consisting of the following percents by weight and mixed by commercial fertilizer supplier: 6-nitragen, 20-phospharlc acid, 20-patosh. Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percents by weight of nutrients listed: 20-nitrogen, 10-phospharlc acid, 5-potash, 2.6-combined calcium, 1.6-combined sulphur, 0.35-iron elemental from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. Hydraseeding Fertilizer: provide ammonium phosphate which consists of the following percent by weight and mixed by a commerclol fertilizer supplier: 16-nilrogen, 20-phosphoric acid, 0-potosh. Pre-Sod fertilizer: Provide type consisting of the following percents by weight and mixed by a commercial fertilizer supplier: 16-hydrogen, 20-phospharlc acid, 8-potosh. Sulphate of potash: 0-0-50. Single super-phosphate: Commercial product containing 18 to 20 percent available Phosphoric Pentoxlde, or other approved. Urea formaldehyde: 38-0-0. Hydroseeding fertilizer: provide omonium phosphate which consists of the following percent by weight and mixed by a commercial fertilizer suppller: 16-nitrogen, 20-phosphoric acid, 0-potosh. Import or Amended Top Soil: Ensure silt plus clay content of tap soil does not exceed 20 percent by weight, with a minimum 95 percent passing the 2.0 mm sieve. Do not allow the sodium absorption ratio SAR to exceed 6. The electrical conductivity (EGE) of the saturation extract cannot exceed 3.0 millimohs per centimeter at 25 degrees C. Ensure boron content is less than 1 port per million as measured on the saturation extract. To ensure compliance with these requirements, submit samples of soil for analysis prlor to, and following backfilling. Plant Materials: 1. Provide plant materials in accordance with State Department of Agriculture':, regulation for nursery inspections, rules and ratings. Provide plants with a normal habit of growth, sound, healthy, vigorous and free from insect infestations, plant diseases, sunscolds, and other disfigurements. Ensure tree trunks ore sturdy and hove well hardened systems and vigorous and fibrous root systems which are not root or pot-bound. In the event of disagreement as to condition of root system, the root conditions of the furnished plants in containers will be determined by removal of earth from the roots of not less than two plants, or mare than 2 percent of the total number of plants of each species or variety. Where container grown plants ore from several sources, roots of not less than two plants of each species or variety from each source will be inspected. In the event that the sample plants inspected are found to be defective, the entire lot or lots of plants represented by the defective samples may be rejected. Plants rendered unsuitable for planting due to this inspection will be considered samples and will be provided at no cost to the Owner. CONTINUED ON NEXT SHEET -l:. APPROVED FOR PLANTING AND CJ) IRRIGATION ONLY, INCLUDING PRECISE t \"\ LOCATION OF PLANTING AREAS. '-' I "AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNINQ DEPARTMENT ll:~I')'.., I I p G I IINISCIII L.A. EXP. DATE LANDSCAPE SPECIFICATIONS BRESSI RANCH -LOT 15 3.06 CONTROL WIRING IICHlll(ll REVIEWED BY: 17110,dWor Oceonsid,, U 92856 Tel 76119! 7127 Fai 760 29S 2206 DATE BY DESCRIPTION www.ridgela.co11 INSPECTOR DATE REVISIONS A. Low voltage control wiring shall occupy the same trench and shall be installed along the some route as the pressure supply lines whenever APP'D OWN ev __ R___ PROJECT NO. DAAWIN<ll NO. possible. CHKD ev_~R~S __ L-------------------------------------------------------L-----------L--------~::::::::::::::::::::'...l:::::.::::, ________ _:.:, __ J.. _______ _:~~=:::;::., _______ .J;r~IE~LD;;;BY;;;;;;;;;;;;;!!;;;;;;;;;;;;P;;IP;;0;;6;;-0;;7;;;;;;;;;;.;;;;;;;;;;;;;4;;55;;:-;;2M===• PLANNING ' DATE -, ------------------------------------------------------------------------------------------------------------------------2. J. 4. 5. 6. 7. 8. 9. Size of plants will correspond with that normally expected for species and variety of commercially available nursery stock or as specified on drawings. The minimum acceptable size of plants measured before pruning with the branches in normal position, must conform with the measurements specified in plant list. If approved by The Owner, larger sized plants may be used, but without additional cost. If larger plants ore approved for use, the ball of earth or spread of roots for each plant will be increased proportionately. Plants not meeting requirements of these specifications are considered to be defective whether in place or not. They must be immediately removed and replaced with new acceptable and approved plants of the required size, species and variety at no additional cost to the Owner. Pruning: Do not prune, trim, top or oiler the shape of trees or plants except os approved. Provide plant material true to botanical and common name and variety os specified in Annotated Checklist of Woody Ornamental Plants in California, Oregon and Washington, l,)Ub!ished by University of California School of Agriculture (latest edition). Nursery Grown and Collected Stock: Grow under climatic conditions similar to those in locality of project; container-grown stock in vigorous, healthy condition, not root-bound or with root system hardened off. Use only liner stock plant material which is well established in removable containers or formed homogeneous soil sections. Sod: Provide Marathon II or approved equal. Select trees which ore aesthetrcally desirable and are good examples of the species. Trees with goshes, m1sshopen trunks or branches, topped leaders, structural defects, badly crossed branches, or other visual defects will not be accepted. Seed: Label seed and provide in sealed containers with signed copies from vendor certifying that each container is fully labeled in compliance with State Agricultural Code and is in compliance with minimum requirements of these specifications. Wet, moldy or damaged seed will not be permitted. Provide seed mix per pion. H. Hydroseeding Fiber Mulch: Provide Hydro-mulch as manufactured by Conwed, or other approved equal, composed of wood cellulose fiber and containing no germination or growth inhibiting factors. Ensure a consistent texture whichdisperses evenly and remains suspended in agitated water. Provide with a temporary green dye and the following percento\le property analysis: moisture content 9 plus or minus 0.8; 3 o.d. basis; organic matter 99.2 plus or minus 0.8; ash content 0.8 plus or minus 0.2; pH 4.8 plus or minus 0.5; water holding capacity (grams of H20 per 100groms of fiber) 1150 minimum. I. J. Hydroseedin9 Additive (Binder): Provide Ecology Control-M-Binder organic seeding additive. Guying and Stoking Materials: 1. Wood Tree Stokes: lodge pole pine, full treated with Coppernophthonate Wood Preservative in strict accordance with FS TT-W-572 Type I, Composition 8, 2 inch minimal normal size diameter by 10 feet long, no sr,lit slakes. 2. T,es: Provide rigid tie stock No. CT, size corresponding to tree box size as manufactured by Vil Company or other approved. K. Tree Point: Provide Morrison Tree Seal, Cabot Tree Paint, or other approved. L. Water: Provide clean, potable water. M. Mulch: Provide medium grind bark, consisting of organic, fibrous, woody bark mixture of varied particle size such that 90 to 100 percent passes 1 inch sieve, 80 to 100 percent posses 1/2 inch sieve, and 20 to 60 percent posses 1/4 inch sieve, or approved equal. Mulch shall be free of contaminants and weed seed and shall have a pleasant musty or moldy soil-like odor. Putrid, ammonia and sour-smelling materials will be deemed unacceptable. Recycled construction materials will not be permitted. N. Wood Headerboords: 1. Provide 2-inch by 4-inch pressure treated Douglas fir or redwood construction grade heoderboards. Make splices with 1-inch by 4-inch pieces no less than 12 inches long. Place 1-inch by 3-inch by 16-inch stakes at intervals of not more than 5 feet. Cut stakes level and set below top of heoderboords. 2. On sharp turns and curves, four ½-inch by 4-inch laminated boards, or two 1-lnch by 4-lnch laminated boards may be permitted. 3. Nail stokes and splices with galvanized common nails. Nail as required for solid installation. 4. Provide header as shown on drawings, laid true to line and grade, protect in-place adjacent improvements, shrubbery and other properties. Place stakes on ground cover side of header. 0. Sand: Provide washed silica sand. P. Root Barrier: UB24-2 by Deep Root Corp., (800)458-7668. Install at all trees within 5' of concrete paving, curbs or mow strips, or as shown on plans. Install barrier with vertical ribs facing toward the tree and with the top edge ½" above finish grade. Part 3 -EXECUTION J.01 INSPECTION A. Obtain certification that final grades to 1/10 foot have been established prior to commencing landscaping operations. Provide for inclusion of all amendments, settling, etc. Be responsible for shaping all planting areas as indicated on drawings or as required. B. Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs for improper pruning. C. Do not begin planting of trees until deficiencies are corrected or plants replaced. 3.02 PREPARATION A. Soil Preparation: 1. After proper finished grades hove been verified or established, cross-rip all planting areas to a depth of 12", condition and fertilize soil in accordance with recommendations of soil testing laboratory and as approved by Owner. The following is for bid purposes only. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6 inches of soil. AP.plication rotes /er 1,000 square feet: Nitrogen stabilize organic amendment 4 cubic yards 16-16-16 Commercial Fertilizers 15 lbs. Agricultural gypsum 100 lbs. Soil sulphur 20 lbs. 2. At time of planting, ensure that top 2 inches of all areas ta be planted or seeded are free of stones, stumps, and other deleterious molter 1 inch in diameter or larger, and free from wire, plaster, concrete, wood, and similar materials which would cause hindrance to planting or maintenance. B. Final Grades: Make minor modifications to grade as may be necessary to establish required final grade. Ensure that finish grade provides proper drainage of the site and surface drainage is away from building. Final grades are ta be 1 inch below adjacent paved areas, sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc., or as shown on drawings or required by City. Eliminate erosion scars prior to commencing maintenance period. 3.03 PLANTING INSTALLATION A. General: 1. Perform actual planting only during those periods when weather and soil conditions ore suitable and in accordance with locally accepted practice, as approved. 2. Distribute in planting areas only as many plants as con be planted and watered that same day. 3. Ensure that containers which are opened and plants removed are handled with core such that ball of earth surrounding roots is not broken and that plants ore planted and watered immediately. Do not open containers prior to placing plants in planting areas. 4. The irrlgotlon system shall be operational and approved prior to planting. 8. Pre-Plant Weed Control: 1. Use o non-selective systemic contact herbicide as recommended and applied by on approved licensed landscape pest control advisor and oppllcotor. Leave sprayed plants intact for at least 15 days. 2. Clear and remove these existing weeds by mowing or grubbing off oil plant ports at least 2 inches below surface of soil over entire areas to be planted. 3. After irrigation system Is operational, apply water for 10 days as needed to achiev8 weed germination. Apply contact herbicides and wait as needed before planting. Rereat as required. 4. Maintain weed free site unti acceptance by Owner. C. Lay-Out: Mork locations for plants and outlines of areas to be planted before any plant pits are dug. Gain City approval. If underground construction or utility lines are encountered ,n the excavation of plantin9 areas, other locotlons for plontin<;1 may be selected by Owner. Accomplish layout with flogged grade stakes indicating plant names and specified container size on each stake. Confirm location and depth of underground utilities and obstructions. D. E. Plantin9 of Trees and Shrubs: 1. Strip and stock approved excavation for planting which is encountered within areas for trenches, tree holes, plant pits and planting beds. 2. Remove from site excess soil generated from planting holes and not used for backfilling. 3. Protect areas from excessive compaction when trucking pion ts or other moterlols to planting areas. 4. Provide excavated holes with vertical sides with roughened surfaces and of a size twice the diameter and 1-1 /2 times the depth of the root ball for all trees and shrubs. 5. Cut cans on two sides with acceptable con cutter only. Do not injure root boll. Superficially loosen edge roots on three sides ofter removing from can. 6. Remove bottom of plant boxes before planting. Remove sides without damage to root ball ofter positioning plant and partially backfilling. Center plant in pit or trench. 7. 8. 9. Face plants with fullest growth into prevailing wind. Set plant plumb and hold rigidly in position until soil hos been firmed around ball or roots. 10. Backfill container plants with: 6 parts by volume on-site soil 4 parts by volume organic amendment 1 pound 6-20-20 fertilizer mix/cu. yd. of mix 2 pounds iron sulfate per cubic yard of mix Note: The above is for bid purposes only. Specific backfill recommendations are mode as a result of the soils testing described on the planting plan. 11. Raise all plants which settle deeper than the surrounding grade. After plant hos been placed, add sufficient backfill to hole to cover approximately 1/2 of root ball. Add water to the top and thoroughly saturate root ball and adjacent soil. 12. After water has completely drained, place planting tablets: 1 tablet per 1-gallon container 2 tablets per 5-gollon container 3 tablets per 15-gollon container 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Set planting tablets with each plant on top of root ball while plants ore still in their containers so the required number of tablets can be verified. 13. Backfill remainder of hole and tamp firm. Construct an earthen basin around each plant after backfilling. Provide basin of depth sufficient to hold at least 2 inches of water. Construct basins with amended backfill. Remove basin in all turf areas after initial watering. 14. Limit pruning to minimum necessary. Remove injured twigs and branches. Pruning may not be done prior to delivery of plants. Paint cuts over 3/4 inch in diameter with tree point. 15. Stake trees immediately ofter planting. Install stakes plumb. 16. Do not bring iron sulfate into contact with concrete surfaces due to potential staining. Contractor is responsible for cleaning or replacing stained surfaces. Planting Groundcover: 1. Ensure that groundcover remains in the flats until transplanting. Flats' soil must contain sufficient moisture so it will not fall apart when lifting plants. 2. Plant groundcovers in straight rows evenly spaced unless shown otherwise, and at intervals required by drawings. Use triangular spacing unless otherwise noted on drawings. 3. Plant each rooted plant with its proportionate amount of flat soil. Immediately sprinkle ofter planting until entire area is soaked to full depth of each hole. Protect plants from damage and trampling. F. Hydroseeding: 1. Install large trees and shrubs (5 gallon and larger) if they occur in hydroseeded areas. 2. Install trees and shrubs (1 gallon) and groundcovers from flats if they occur in hydroseeded areas. 3. Provide seed mixes as shown on plan. 4. 5. 6. 7. 8. 9. 10. Apply hydro-seed by on approved hydro-mulch company. Apply in a form of slurry consisting of cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on soil, ensure that hydro -mulch forms a blotter like groundcover impregnated uniformly with seed and fertilizer and allows the absorption of moisture and rainfall to percolate to the underlying soil. Prepare the slurry at the site by first adding water to the tonk when the engine is at half throttle. When water level has reached height of agitator shaft, provide full circulation, then add seed, followed by fertilizer, then mulch. Only odd the mulch to the mixture after the seed and the tonk is at least 1/3 filled with water. By the time the tonk is 2/3 to 3/4 full, all mulch shall be in. Commence spraying immediately when tonk is full. Spray with uniform visible coot by using the green color as a guide. Apply the slurry in a sweeping motion, in an arched stream so as to foll like rain allowing the wood fibers to build on each other until o good coot is achieved and the material is spread at the required rotes. Remove slurry not used within two hours from the site. Fill out the doily worksheets by the nozzle man, with the following information: Seed type and amount, mulch type and amount, number of loads and amount of water, seeding additive type and amount, area covered and equipment used, capacity and license number. Do not allow any slurry to be sprayed into any reservoir basin or drainage ditches and channels which may impede the flow of rain or irrigation water. Clean up any spilled slurry. 11. After application of hydro-mulch, wash excess material from previously planted materials and architectural features. Avoid washing or eroding mulch materials. 12. 13. 14. Ensure that oppllcatlon equipment hos o built-in agitation system and operating capacity sufficient to agitate, suspend and mix a slurry containing not less than 40 pounds of fiber mulch plus a combined total of 7 pounds fertilizer solids for each 100 gallons of water. Slurry distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic spray nozzles which will frovide a continuous non-fluctuating discharge. Capacity requirement is ,500 gallons, mounted on o traveling unit, either self-propelled or drawing by o separate unit which will place slurry tonk and nozzles within sufficient proximity of areas to be seeded. Hydraulic equipment used for pesticide applications shall consist of o clean 150 gallon capacity fiberglass tonk, complete with mechonlcal agitation. Pump volume shall be 10 gallons per minute, while operating at a pressure of 100 pounds per square inch. Distribution lines shall be large enough to carry the volume of water necessary for even chemical distribution. Spray nozzle must cover o 15-foot swath, with a minimum output of 5 gallons per minute at 80 pounds per square inch. G. Sod Planting: 1. Remove rocks, weeds and debris from areas to be sodded. Work up soil to o depth of 6 inches, and break up all clods. 2. Carefully smooth all surfaces to be sodded. Roll area to expose soil depressions or surface irregularities. Re-grade as required. 3. Spread turf fertilizer 16-20-0 onto soil evenly at rate of one pound per 100 square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before laying sod. Avoid laying sod on bone dry soil. 4. Lay first strip of sod slobs along a straight line use o string in irregular areas. Butt joints tightly, do not overlap edges. On second strip, stagger joints much as in laying masonry. Use o sharp knife to cut sod to fit curves, edges, sprinkler heads. 5. Do not lay whole lawn before watering. When o conveniently large area has been sodded, water lightly preventing drying. Continue to lay sod, and to water until installation is complete. 6. After laying sod, roll lightly to eliminate irregularities and to form good contact between sod and soil. Avoid heavy roller or excessive initial watering which may cause roller marks. 7. Water thoroughly the completed lawn surface. Soil should be moistened at least 8 inches deep. Repeat sprinkling at regular intervals to keep sod moist at all times until rooted. After sod is established, decrease frequency and increase amount of water per application as necessary. 8. Replace all dead or dying sod with equal material. I. Mulch Cover: Dress oil groundcover, perennial and annual beds with 2• layer of mulch, except 2: 1 slopes and turf areas. J.04 CLEAN-UP A. After all planting operations ore complete, remove all trash, excess soil, empty plant containers, and rubbish from the property. Repair scars, ruts and other marks in the ground and leave ground in a neat and orderly condition. B. Leave the site in a broom-clean condition, and wash down all paved areas within the project site. Leave walks in a clean and safe condition. 3.05 OBSERVATION SCHEDULE A. Notifj Owner in advance for the following inspections, according to the time specified: 1. Pre-Job conference -7 days. 2. Final grade review -48 hours. 3. Plant material review -48 hours. 4. Plant layout review -48 hours. 5. Soil preparation and planting operations 48 hours. 6. Pre-maintenance -7 days. 7. Final inspection -7 days. B. No site visits shall commence without all items noted in previous observation reports either completed or remedied unless such compliance hos been waived by the Architect. END OF SECTION SECTION 02970 LANDSCAPE MAINTENANCE Part 1 -GENERAL 1.01 SECTION INCLUDES A. 90 day maintenance. B. Weeding. C. F ertilizotlon. 1.02 RELATED WORK SPECIFIED IN OTHER SECTIONS A. Section 02811 -Landscape Irrigation. B. Section 02950 Landscape Planting. C. Section 02520 1.03 QUALITY ASSURANCE Portland Cement Concrete Paving. A. Provide services by an experienced landscaping maintenance company. 1.04 MAINTENANCE PERIOD A. Continuous1 maintain oil site areas involved in this contract during the progress o work and during the maintenance period until final acceptance of the work by City. Improper maintenance or possible poor condition of the project at the termination of the scheduled maintenance period may cause postponement of the final completion dote of the Contract at no additional cost to Owner. Continue maintenance until acceptable to the Owner. B. Provide sufficient numbers of workers and adequate equipment to perform work during maintenance period. C. Maintenance period does not start until all elements of construction, planting, and irrigation for the complete project are in accordance with the contract documents for this project. D. Request on inspection to begin maintenance period ofter all flanting and related work hos been completed in accordance with contrac documents. Maintenance period commences as described in written notification by the Owner. E. Prfor to commencement of maintenance period, ensure that all ground covers and lawn areas hove been planted and that all lawn areas show on even, healthy stand of grass seedlings or sod, gross having been mown twice. F. Any day or days that there is failure to properly maintain plantings, replace suitable plants, perform weed control or maintain hordscope areas will not be credited as port of the 90 days maintenance. The project will not be segmented into maintenance phases. G. Keep paved areas free of silt, dirt, leaves and other planting area debris. Maintain these areas at least broom clean through the duration of the maintenance period, cleaning na less often than once per week. 1.05 GUARANTEE AND REPLACEMENT A. Guarantee: Guarantee plant material against any and all poor, inadequate B. or inferior materials and workmanship for one year. Replace plants found to be dead or in poor condition due to foully materials or workmanship, at no extra cost to Owner. Replacement: Replace materlols found to be dead, missing or in poor condition during the maintenance period immediately. The Architect is the sole j.Jdge of the acceptability of condition. Make replacements of materials within 15 days after condition develops or written notification from Architect hos been sent. Architect hos the right to make emer9ency repairs without releasing Contractor's guarantee and warranty to Architect. 1.06 INSPECTIONS A. Request normal progress inspection at least 72 hours in advance of on anticipated inspection. Inspections ore as follows: 1. Immediately prior to commencement of this maintenance work. 2. Completion of first [90) day maintenance period. 3. Final acceptance. 1.07 PROJECT FINAL ACCEPTANCE A. Prior to dote of final inspection, acquire approved reproducible prints and finally record from the job record set, all changes mode during construction and deliver them to Architect. B. Deliver guarantees to Architect. Part 2 -PRODUCTS 2.01 MATERIALS A. Ensure that oil materials conform to other sections of these specifications for planting and irrigation, and as acceptable to Architect. B. Provide monthly record of oil herbicides, insecticides and disease control chemicals used on site. CONTINUED ON NEXT SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. •AS-BUILT" REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. CITY OF CARLSBAD PLANNING DEPARTMENT SHEET$ 18 I I D G I llNDICIPI llCNITlCT! 1716 D,dlio1 Ommsidt, CA 412056 Tel 76i 1il 7127 fox 761295 22U www.ridgela.tom L.A. REVIEWED BY: INSPECTOR DATE EXP. CATE LANDSCAPE SPECIFICATIONS BlIBSSI lUNCll -L01' 15 I APPRovr.pf ---------------+----< M~ '-I:--~l-4t:: ..--~ -o-o >---+----1----------------->----< PLANNING DATE :====R;:;::=::::;;============~ DWN SY_~--PROJECT NO. DRAWlNQ NO. CHKD BY __ RS __ _ rtELD BY DATE BY DESCRIPTION APP"D REVISIONS PIP06-07 455-2M ,------------------------------------------------------------=--b. Make pruning cuts to lateral branches or buds or flush with trunk. Part 3 -EXECUTION 3.01 MAINTENANCE A. Weed and cultivate all areas at intervals af not more than 10 days. B. Perform watering, mowing, rolling, edging, trimming, fertilizatfon, spraying, pest control, and cleaning as may be required. C. Street gutters and curbs are to be included. D. Maintain adequate protection for people and property, and be financially responsible for damages and injuries. Notify the Architect immediately should damage occur as a result of maintenance operations and provide repair or remuneration. E. Between the 15th and 20th calendar day of the maintenance period, reseed or resod all spots or areas within the lawn where normal turf growth is not evident. 3.02 TREE AND SHRUB CARE A. Watering: Maintain a large enough water basin around plants so that enough water can be applied to establish moisture through the major root zone. When hand watering, use a water wand to break force of waler. B. Prunin9: 1. Prior to any pruning obtain written approval from the Architect to proceed. 2. Trees: a. Propose tree pruning to the Architect should there be health or structural reasons for doing so, including the need to eliminate diseased or damaged growth, eliminate structurally unsound growth, reduce potential for wind toppling or wind damage, or maintain growth within limited space. b. If requested b_y the City provide pruning for aesthetic enhancement according to prunin,:i• by Sunset Books. c. Major pruning of deciduous trees shall be during their dormant season. 3. Shrubs: a. The objectives of shrub pruning are the same as for trees. Do not clip shrubs into balled or boxed forms unless such is required by the design. Stubbing will not be permitted. A. Staking and guying: Ensure that stakes and guys remain in place through acceptance and monitor to prevent girdling of trunks or branches and to prevent rubbing that causes bark wounds. All nursery stakes shall be removed. 8. Weed control: Keep approved herbicides. roots. Use mulches germination. all areas free of weeds. Use recommended legally Avoid frequent soil cultivation that destroys shallow per specifications to help prevent weed seed C. Insect and disease control: Maintain a reasonable control with approved materials. D. Fertilize as specified by the agronomic soils testing recommendations and as follows for bid purposes: 1. Commencement of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 2. At end of first 30 days of maintenance period -6 pounds per 1,000 square feet with top dress fertilizer. 3. At end of maintenance period and at 30 day intervals should maintenance period be extended for any reason -6 pounds per 1,000 square feet with fertilizer mix. 4. Avoid applying fertilizer to the roat ball and base of main stem; rather, spread evenly under plant to drip line. Rates will vary from about a cup of nitrate fertilizer (depending upon nitrogen percentage) around a newly installed small plant to about 1 /2 pound of actual nitrogen per inch of truck diameter measured four feet from the ground for mature trees. G. Replacement of plants: Replace dead, dying and missing plants with plants of a size, condition and variety acceptab[e lo the Architect at no additional cost to the Owner. 3.03 GROUND COVER CARE A. Weed control: Control weeds, preferably with pre-emergent herbicides, but also by hand or with selective systemic herbicides. Hoe weeds as little as possible since this may result in plant damage. B. Watering: Water enough that moisture penetrates throughout root zone and only as frequently as is necessary to maintain healthy growth. C. Trash: Remove as it accumulates, but no less often than weekly. D. Edging and trimming: Edge ground cover to keep in bounds. E. Replace dead and missing plants at no additional cost to lhe Owner. 3.04 LAWN AND TURF CARE A. Turf must be well-established prior to final acceptance. 8. Watering: Water lawns at such frequency as weather conditions required lo replenish soil moisture below root zone. C. Weed control: If needed, control broad leaf weeds with selective herbicides. D. Mowing: 1. Perform mowing at such times of the day or week as may be requested by the Owner so as not to impede the Owner's operations. Mowing times may be at times other than normal working hours or days. Perform wark at Owner's convenience at no additional cost to the Ownef. 2. Cleon up grass clippin<1s during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. E. Renovating: 1. If required, remove thatch by verticutting, preferably in the Foll of the year, but otherwise in the Sprin9. At this time, fertilize with nitrate and over-seed if needed. Over-seeding must precede pre-emergent herblcfdes by at least 4 to 6 weeks. Normally, this means that lawns which have been invaded by crabgrass would be renovated and over-seeded in the Fall and treated for crabgrass control in the 2. following late Winter. Clean up grass clippings during and after mowing, and remove legally from site. Use of blowing-type equipment in lieu of sweeping or vacuuming is not acceptable. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the lost sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 3.05 IRRIGATION SYSTEM A. Inspection: Check all systems for proper operation. Lateral lines must be flushed out after removing the last sprinkler head or two at each end of the lateral. Adjust heads as necessary for unimpeded coverage and no overspray. 8. Controllers: Set and program automatic controllers for seasonal water requirements. Give Owner a key to controllers and instruction on how to turn off system in case of emergency as specified in other sections of these specifications. C. Repair all damages to irrigation system at no additional cost to the Owner. Make all repairs within one watering period. ( END OF SECTION ~--------..c APPROVED FOR PLANTING AND U, IRRIGATION ONLY, INCLUDING PRECISE lJ\ LOCATION OF PLANTING AREAS. • ,--------,-----------,---------r-------------~~~---~--~~·~ "AS-BUILT" REVISIONSMUSTBEAPPROVEDBYPUBLICHEALTHENGINEER, I 8H1E8ET II CITY OF CARLSBAD 118HE&T1~·:1 ~ I I D G E LlllilUE IIIIITEITI 1711 Ord Woy O<eunside, U. 92fl5t Tel 761295 7177 Fu 76D 29S 2206 www.ridiela.ro111 DATE L.A. ______ EXP. REVIEWED BY: INSPECTOR DATE ASST. PLANNING DIRECTOR AND DISTRICT ENGINEER PRIOR TO . PLANNING DEPARTMENT . " IMPLEMENTATION IN FIELD. DATE BY DESCRIPTION APP'O REVISIONS LANDSCAPE SPECIFICATIONS BRESSI RANC1I -LO]' 15 PLANNING OWN BY_..:.R;.::... __ CHKD BY_c.cR.c.S __ FIELD BY PROJECT NO. PIP06-07 DRAWING N~ 455-2M