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HomeMy WebLinkAboutDWG 335-7L; CT 91-03; EVANS POINT; 01-52GENERAL NOTES RECLAIMED WATER NOTES 1. 2. 3. 4. 5. 6. 7. '8. 9. 10 11. 12. 13. 14. 15. 16. 17. 18. •19_ 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS' "CARLSBAD RECLAMATION RULES & REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS", DATED OCTOBER 1993. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE STRICTLY PROHIBITED. ON-SITE CROSS·CONNECTIONS BE1WEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10·00P M AND 6:00A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER- SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTRICTS RULES ANO REGULATIONS. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE " INSTALLED ABOVE THE RECLAIMED LINE. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS- CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER ANO/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO ANY USE OF RECLAIMED WATER. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. QUICK-COUPLING VALVES SHALL BE 1 INCH NOMINAL SIZE NELSON #7645, WITH BRASS CONSTRUCTION ANO A NORMAL WORKING PRESSURE OF 150 P.S.I. OR RAINBIRD #44 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO THE QUICK-COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL. D. LOCKING COVERS ARE REQUIRED. 21 AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES COPIES OF INSPE'CTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. '22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS ''DO NOT DRINK" ON THESE PLANS. '23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CO~ICEPTS OF BACKFLOW/CROSS-CONNECTION PROTECTIOrJ, ANO THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT Mr. Robert Laing @ 6191550-8000 (FILL IN) (NAME) (TEL. NO.) OR AFTER HOURS CONTACT ___ .:.c',A_i-1_.E=------@ ____ _ (FILL IN) (NAME) (TEL. NO.) 24 SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLAN. • ITEM NUMBERS 8, 19 /.\NO 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECLAIMED WATER ITEM NUMBER 22,THE SIGNAGE PLAN SHALL BE A PART OF THIS IMPROVEMENT PLAN, BUT THE SIGNAGE AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECLAIMED WATER. SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" ':( 11" SIZED SIGN. COLOR· PURPLE BACKGROUND WITH BLACK LETTERIKS. I. GUIDELINES FOH RECLAIMED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10·00P.M. AND 6:00A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDUl.E. 2. IRRIGATE IN A MANNER THATWiL.L MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION), 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 ANO 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. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST BE INFORMED THAT RC WATER IS MEANT FOR IRRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPING INOUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATEO ON AN ALMOST DAil Y BASIS IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR lf/lTH THE WORDS 'WARNING RECLAIME P WATER - DO NOT DRINK" IMPRINTED ON ONE SIDE AND "AYISO-AGUA IMPURA-NO TOMAB" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE•WRAPOR 2 ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP QB 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS "RECLAIMED WATER HEADS". 11. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS: RECLAiMED WATER USED FOR IRRIGATION" IN ENGLISH AND SPf."JISH WITH BL'.CK LETTERS 1" HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. FUTURE RECLAIMED WATER SYSTEM (PRIVATE) EVANS POINT O 200 400 ~ru APN 212-050-22,212-050-29, 212-050-30,212-050-34 DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND 1HAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAMES & ADDRESSES: AOL PLANNING ASSOCIATES, INC. 5962 LA PLACE COURT, SUITE 205, CARLSBAD, CALIFORNIA 92008. BY: Anthony Lawson DATE: 3/25194 Preparer REGISTRATION NOS. ALA# 2348 EXPIRATION DATE: 3/31/95 BLACK LOGO PURPLE BACKGROUND 1" BL.ACK LETTERS 36" N.T.S. WARNING RECLAIMED WATER DO NOT DRINK PHONE: (619) 931-8637 WARNING RE;CLAIMED WATER DO NOT DRINK NOTE: P O.C. "K" (SHT. 14) & P.O.C. "A/C" (SHT.15) ARE INTENDED TO BE SERVICED BY RECLAIMED WATER AT SOME TIME IN THE FUTURE. PURPLE/ ALERT EQUIPMENT SHALL BE INSTALL HOWEVER IT WILL BE TEMPORARILY CONNECTED TO A POTABLE WATER SERVICE. ALL OTHER IRRIGATION SYSTEMS SHAI_L BE SERVED BY POTABLE WATER ONLY LEGEND -w'~ cXISTING POTABLE WATER SYSTEM SHEET INDEX TITLE SHEETS 121 ..... PROPOSE() RECLAIMED WATER SYSTF:'M LOCATION OF CONNECTION POINTS ("E.TER AND [)ACKFLOW PREVENTION) "DO NOT DRINK" SIGN LOCATIONS IRRIGATION NOTES & LEGEND IRRIGATION PLANS IRRIGATION DETAILS 1 [)ALL VALVE AREA OF RECLAIMED WATER USE: INSPECTION PROCEDURES CITY CONSTRUCTION INSP!=CTION SHALL INCLUDE· A. LOCATION OF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY ANO VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER (IF RECLAIMED WATER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, ANO BE FORWARDED TO THE COUNlYHEALTH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TEST, 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 RECLAIMED WATER. B. C WARNING SIGNS AND LABELS QUICK COUPLING VALVES SITE NO SCALE ' I I I SHEET# 1-:2- ~ 4-1'?, c;,I l<J?-17 RECLAIMED WATER AVISO-AGUA IMPURA NOTOMAR 0. ALL ASPECTS OF THE IRRIGATION CONDITIONS -INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING "AS BUil T" (SIZE) 12" X 36" . 060 ABS PLASTIC OR STICK-ON VINYL SIGNS ALSO 016 ALUMINUM 1" BLACK LETTERS 2" BLACK LETTERS AVISO-AGUA IMPURA NOTOMAR (SIZE) 18" X 18" 3 .016 ALUMINUM, .060 PLASTIC . OR STICK-ON VINYL SIGNS E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS F. REQUIRED PROTECTION OF WELL, STREAMS. RESERVOIRS, ETC. G. CROSS-CONNECTION_ ANNUAL INSPECTION SHALL INCLUDE· A COMPLETE INSPECTION WHICH SHOULD COVER PARTS A, e, ANO G-OF THE DISTRICT FINAL INSPECTION. TYPICAL SIGNS ns must be approved by Public health E:ngineer, City Engineer & District Revisio Engine er prior to implementation infield. NO, -----------------2ARLSBAD MUNICIPAL \JATER DISTRICT DISTRICT APPROVED wESSRIPTION .. -·--..,. CHANGES DEVEU:F'ERS NM~E, Morrison Homes --~---·-·--. APPROVE JATE 9171 Town Centre Drive -· . ADDRESS, « -C e4<r 2-5· '"' Suite 355 --~ San_Diego CA 92122 -~ , . BILL PLU!\ltMER, DISTRICT f.'HG1NEER DATE R.C.E. f8176 ...... ,_,,_ 61 9/ 550-8000 l ['._EPH □NF, ···-·· .. PRlPARED, 3125/94 BY: ADL DATE PLAN .- .. APPROVED EY, DATE1 '----------~-_____ _,_ __ _ --·-. .. -DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ... w CITY OF CARLSBAD 11 SHEETS I I PLANNING DEPARTMENT '52 RECLAIMED WATER SYSTEM FOR: EVANS POINT .. . APPRO~D . I , '-7/.J y f-7-~/ ASSISTANT PL.ANNING DIA~CTOR DATE . 11 I' DRAWING ND. DWN BY: APL-?ROJECT N0. CHKD BY: Atn.- RVWD BY: CT 91-3 335--?L L ___________________________________________________________________________ CCIMM'WNDD&sss=:-3ioi99--~G<i~ A.GENERAL NOTES 1 . THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT [(619) 438-1161 EXT. 4221) 72 HOURS, (THREE WORKING DAYS). PRIOR TO STARTING CONSTRUCTION. IRRIGATION LEGEND 1800 PCS SCREEN LEGEND 2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. 3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR REPAlf.lS,,BY A CITY OF SYM. DESCRIPTION MANUF. / MODEL GPM PSI RAD. PRECIP. DETAIL NOTE: THE SPRAY HEADS, STREAM SPRAY HEADS AND STREAM BUBBLERS ARE TO USE RAINBIRD PCS-1800 PRESSURE CARLSBAD APPROVED CERTIFIED TESTER. CALL [(619) 438-0218) FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. COMPENSATING SCREENS. THE FOLLOWING TABLE IS TO BE USED TO MATCH THE NOZZLE AND RADIUS OF EACH DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF TI-IE TEST RESULTS TO THE CITY OF CARLSBAD DEPARTMENT OF UTILITIES AND MAINTENANCE, (405 OAK STREET, CARLSBAD) I SHRUB SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-15F 3.70 30 15' 1.74 p HEAD ON THE PLAN WITH THE APPLICABLE PCS SCREEN. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING AND PLUMBING PERMITS PRIOR TO COMMENCING WALL OR FENCE SHRUB SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-15TQ 2.78 30 15' 1.74 CONSTRUCTION AND IRRIGATION INSTALLATION, RESPECTIVELY. 5. IRRIGATION SYSTEMS FOR INDIVIDUAL LOTS SHALL HAVE POINTS OF CONNECTION FOR THE SYSTEM BETWEEN THE WATER METER AND @ SHRUB SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-15TT 248 30 15' 1.74 STANDARD AND SMALL RADIU~ SPRAY PATTERNS AND UMBRELLA BUBBLERS WATER SERVICE RISER INTO BUILDING AND AHEAD OF ANY WATER REGULATION DEVICE INSTALLED FOR BUILDING. -e SHRUB SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-15H 1.85 30 15' 1.74 6. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH i SHRUB SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-15T 1.23 30 15' 1.74 MODEL# PCS-020 PCS-030 PCS-040 PCS-060 PCS-090 PCS-125 PCS-175 PCS-260 PCS-370 PLANTING TIMING SPECIFIED IN SECTION E.3-1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL SHRUB SPRAY POP-UP HEAD RAINBIRD 1806-SAM·PRS-PCS-15O 0.93 30 15' 1.74 GPM 02 03 04 06 09 1 25 1.75 2.6 3.7 7. ALL EXISTING ON-SITE PAMPAS GRASS SHALL BE REMOVED 8 BRUSH CLEARANCE SHALL BE MAINTAINED ACCORDING TO THE SPECIFICATIONS CONTAINED IN THE CITY OF CARLSBAD LANDSCAPE -SHRUB SPRAY POP-UP HEAD (Strip) HUNTER PS--04-5S·ES 0.70 30 5' X15' 1.50 COLOR BROWN SILVER ORANGE BLACK WHITE GREEN YELLOW BLUE RED MANUAL SHRUB SPRAY POP-UP HEAD HUNTER PS-04-5S-S 1.30 30 5'X30' 1.50 C • . II I I SF . -6" BUB. 2' BUB. 3' 5' 8' B. INSTALLATION 1.20 8H 3' 1160°) 6' T 8' I 'j.. SHRUB STREAM SPRAY HEAD RAINBIRD PA-8S-PRS-PCS-16F-SLA 3.22 30 16' N ST 3' 4' 5' 8' 1 . SLQE'.E BEVEGET6IIQN I EBQSIQt:l GQtHBQI y SHRUB STREAM SPRAY HEAD RAINBIRD PA-8S-PRS-PCS-16H-SLA 1.61 30 16' 1.20 80 5' 5' 8' ';' SHRUB STREAM SPRAY HEAD RAINBIRD PA-SS-PRS-PCS-160-SLA 0.81 30 16' 1.20 a. QQNSIBUQTIQN SQHED!ILE X SHRUB STREAM SPRAY HEAD RAINBIRD PA-8S-PRS-PCS-22F-SS 3.22 30 22' 0.78 10F --1' BUB. 3' 4' I 5' I 10' 1. PRIOR TO START OF GRADING, THE APPLICANT OR APPLICANTS AGENT SHALL OBTAIN CITY OF CARLSBAD APPROVAL OF A SHRUB STREAM-$PRAY HEAD RAINBIRD PA-8S-PRS-PCS-22H-SS 1.61 30 22' 078 10H . 5' T 10' I CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING ANO IRRIGATION. V 10T 3' 5' T 10' 2. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. 'V SHRUB STREAM SPRAY HEAD RAINBIRD PA-8S-PRS-PCS-220-SS 0.81 30 22' 0.78 . 3. IRRIGATION AND PLANTING SHALL TAKE PLACE AS IMPROVEMENTS PROGRESS. 100 5' 5' 10' 4. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF WALLS ANO FENCES TO TAKE PLACE AFTER ROUGH GRADING IS RAINBIRD 1806-SAM-PRS-PCS-16F-SLA 3.22 30 16' 1.20 p COMPLETED. ~ SHRUB STREAM SPRAY POP-UP HEAD 12F --1' BUB. 2' BUB. 6' 7' 12' ('J' SHRUB STREAM SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-16H-SLA 1.61 30 16' 1.20 12TQ . . . . 8' 12' b. IRRIGATION • SHRUB STREAM SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-16O-SLA 0.81 30 16' 1.20 12TT . . -4' 6' 8' 12' INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITI-llN 10 DAYS OF THE TIME WHEN EACH 9 SHRUB STREAM SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-22O-SLA 3.22 30 22' 0.78 12H . . 8' 10' 8' 12' SLOPE IS CERTIFIED TO BE TO THE GRADE AS SHOWN ON THE APPROVED GRADING PLANS. SHRUB STREAM SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-22H-SLA 1.61 30 22' 0.78 12T . . 8' 10' 12' 17 120 3' 4' 8' 12' C. E'LA!'JIING ~ SHRUB STREAM SPRAY POP-UP HEAD RAINBIRD 1806-SAM-PRS-PCS-22O-SLA 0.81 30 22' 0.78 ' INSTALLATION OF PLANTING AS SHOWN ON THE APPROVED PLANS, SHALL COMMENCE WITHIN 30 DAYS OF COMPLETION OF THE 15F . . BUB . 6" BUB. 1' BUB. 3' 7' 9' 15' I IRRIGATION INSTALLATION_ 15TQ ---. --" 15' 2 b[;TTER QF QERTIFICATION [INSTALLATION) [j] SHRUB ROTOR HEAD HUNTER PGS-ADV-01 0.70 50 29' 0.50 0 15TT . -. . 6' 8' 12' 15' THE LICENSED DESIGNER OF RECORD ON THE PROJECT SHALL SUBMIT A LETTER TO TI-IE CITY OF CARLSBAD CERTIFYING THAT THE [z) SHRUB ROTOR HEAD HUNTER PGS-ADV-02 0.90 50 30' 0.50 15H . --6' 8' 12' 15' PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. SHRUB ROTOR HEAD HUNTER PGS-ADV-03 1.20 50 31' 0.50 15T --6' 8' 10' 15' a. PRIOR TO GRANTING A PERMIT OF OCCUPANCY ON PRIVATE DEVELOPMENTS, OR [ID 150 6' 10' 15' b. PRIOR TO APPROVAL OF CITY OF CARLSBAD WORK DONE ON PUBLIC PROPERTY THAT WILL BE MAINTAINED BY CITY OF CARLSBAD 1.60 50 34' 0.50 . . [±) SHRUB ROTOR HEAD HUNTER PGS-ADV-04 15SO --BUB. 6"' BUB. 1' BUB. 4'x4' 12'x12' I 16'x16' 23'x23' I FORCES AND PRIOR TO THE: REQUIRED MAINTENANCE PERIOD AS DESCRIBED IN SECTION B.3-1. U,J SHRUB ROTOR HEAD HUNTER PGS-ADV-05 2.00 50 38' 0.50 17SST . . 3' ( 170') 4' 7'x14' 9'x16' 9"x18' I§] SHRUB ROTOR HEAD HUNTER PGS-ADV-06 270 50 40' 0.50 15CST --. -4'x16' 4'x30' C. MAINTENANCE l.zJ SHRUB ROTOR HEAD HUNTER PGS-ADV-07 340 50 42' 0.50 15SST ---4'x24' 4'X24' 4'x30' [ID SHRUB ROTOR HEAD HUNTER PGS-ADV-08 4.20 50 43' 0.50 15EST . -. 4'x15' 1. CQt:J[llIIQt:l QE L8t:JQSG8E'E [fil SHRUB ROTOR HEAD HUNTER PGS-ADV-09 5.50 50 46' 0.50 ALL PLANTING AREAS SHALL BE MAINTAINED IN A HEAL TI-lY AND THRIVING CONDITION IITl SHRUB ROTOR HEAD HUNTER PGS-ADV-10 6.80 50 48' 0.50 a. C!JLil\16IIQt:l &t:l[l WATEBlt:lG [] SHRUB ROTOR HEAD HUNTER PGS-ADV-11 8.90 50 48' 0.50 STANDARD AND SMALL RADIUS STREAM PATTERNS 1. ALL PLANTED AREAS SHALL BE MAINTAINED IN A RELATIVELY WEED-FREE COND!TJON AND CLEAR OF UNDERGROWTI-l WHICH B] SHRUB ROTOR HEAD HUNTER PGS-ADV-12 12.20 50 48' 0.50 I, MAY CAUSE UNDUE FIRE HAZARDS. PLANTINGS MUST BE FERTILIZED AND WATERED AT SUCH INTERVALS AS ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. 5F-B 2" 4" r 12" 18" 30" 2. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING (D SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-01 0.70 50 29' 0.50 Q SH-8 5·· 6" 18" 4' I EROSION AND WATER WASTE) BUT SUFFICIENTLY TO ALLOW FOR HEALTHY PLANT GROWTH. ® SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-02 0.90 50 30' 0.50 50-B 12" 18" 4' b BEPL6t:lift:l(l @@ SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-03 1.20 50 31' 0.50 5CST-B 12· 18" 4' ALL TREES, SHRUBS, GROUND COVERS AND OTHER PLANT MATERIAL WHICH HAVE BEEN PLANTED AND WHICH, DUE TO ACCIDENT, @ SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-04 1.60 50 34' 0.50 DAMAGE, DISEASE, OR OTHER CAUSE, FAIL TO SHOW A HEALTHY GROWTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL @ SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-05 2.on 50 38' 0.50 16F-SLA 3" -12" 3' 3' 5' 8' 12' 16' CONFORM TO ALL STANDARDS THAT GOVERN THE ORIGINAL PLANTING INSTALLATION. @® SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-06 2.7C 50 40' 0.50 16H·SLA 8" 12" 3' 5' 6' 14' 16' 2 QHAt:JGES IQ Il::lE 8E'E'RQVEQ L6t:lQSC6PE (n SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-07 3.40 50 42' 0.50 160-SLA 2' 3' 8' 12' 16' THE AREAS COVERED BY THE APPROVED LANDSCAPE PLANS MUST BE MAINTAINED IN A MANNER IN SUBSTANTIAL CONFORMANCE ® SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-08 4.20 50 43' 0.50 WITH THE APPROVED LANDSCAPE PLAN. ANY CHANGES TO THE APPROVED LANDSCAPE AFTER INSTALLATION MUST BE APPROVED BY ©@ SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-09 5.50 50 46' 0.50 22F-SS --3' 12" 2' T 1 o· 14' 20' THE; CITY OF CARLSBAD IN ADVANCE. @ SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-10 6.8" 50 48' 0.50 22H-SS -12" 3' 8' 1 O' 14' 20' 3. FIRE SUPPRESSION MANAGEMENT AREAS 1} SHRUB ROTOR POP-UP HEAD HUNTER PGH,ADV-11 8.90 50 48' 0.50 220-SS 2' 3' 8' 14' 20' .AREAS OF DEVELOPMENT THAT WERE APPROVED UNDER THE REQUIREMENTS OF SECTION II C & 1V F OF THE CITY OF CARLSBAD @ SHRUB ROTOR POP-UP HEAD HUNTER PGH-ADV-12 12.20 50 48' 0.50 l.ANDSCAPE MANUAL SHALL BE MAINTAINED BY THE RESPONSIBLE PRIVATE PARTY IN CONFORMANCE WITH THE APPROVED FIRE r ,1• 'T'Off f'Of-Uf, MDcu..,"f&f''' SUPPRESSION PLAN. ,, BOLD NUMBERS INDICATE RECOMMENDED NOZZLE/ SCREEN COMBINATIONS TO ACHIEVE CATALOG PERFORMANCE AT 30 PSI. PLANTS SHALi. BE KEPT PRUNED TO THE VOLUME REQUIREMENTS SET FORTH IN SECTION F OF TI-IE CITY'S LANDSCAPE MANUAL 0 MUL Tl OUTLET DRIP EMITTER OLSON EH-12 R OPERATING RANGE: FLOW-0.2 TO 3.7 GPM D. RELEASE OF BONDS -+I-ANTI-DRAIN VALVE VALCON ADV SERIES ( LINE SIZE) -INLET PRESSURE-30 TO 70 PSI 1. LETTEB QE CEBIIEIQ!lIIQN '6!:LE8SE QE BQNQSl PRIOR TO RELEASE OF BONDS, THE LICENSED DESIGNER OF RECORD ON THE PROJECT SHALL SUBMIT A LETTER TO THE CITY OF ® DRIP FILTER M1IAD 39-OU s CARLSBAD CERTIFYING THAT HE OR SHE HAS INSPECTED THE WORK ANO THAT THE PROJECT COMPLIES WITH THE FOLLOWING CONDITIONS: a HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. @ QUICK COUPLER VALVE RAINBIRD 44NP F b. IS GROWING IN A HEAL THY ANO THRIVING CONDITION. IRRIGATION NOTES l OUTSIDE OF PUBUC RQW. AND C. ALL PLANTINGS REQUIRED UNDER SECTION IVE OF THIS MANUAL HAVE BEEN ESTABLISHED AS AN EFFECTIVE SURFACE EROSION . CONTROL . " BALL VALVE WILKINS 850 SAS (LINE SIZE) E 1 . IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED d. THERE IS NO EVIDENCE OF EXCESSIVE RUNOFF FROM TI-IE IRRIGATION SYSTEM CAUSING A SOIL EROSION PROBLEM. OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT ANO INSTALLATION. 2. PRIOR TO RELEASE OF BONDS, AS BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY N R.P. BACKFLOW PREVENTER WILKINS 575-AUSB (SIZE PER PLAN) A 2. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITI-l P.V.C. SCHEDULE 80 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT TI-IE CITY OF CARLSBAD, ~ CALSENSE MODEL 2100 ( STATIONS PER PLAN) G PASSES UNDER PAVED AREAS. SEE SLEEVING DETAIL AND SCHEDULE ON SHEET 16. IRRIGATION CONTROLLER E. AS BUILTS 3. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS AND PROVIDE PRESSURE COMPENSATING DEVICES, NOZZLE AND HEAD ARCS (6) MASTER CONTROL VALVE GRISWOLD 2230 (SIZE PER PLAN) B NECESSARY TO PROVIDE AN EVEN COVE:RAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS. AND DRIVES. 1. AS BUILT PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CITY OF CARLSBAD FORCES SHALL BE APPROVED BY THE PARKS AND RECREATION DIRECTOR. D 4. CONTRACTOR SHALL RETAIN AND PAY FOR ALL NECESSARY CERTIFICATIONS AND PERMITS FOR ALL BACKFLOW PREVENTION DEVICES 2. AS-BUILTS ARE REQUIRED TO BE SUBMITTED. SUBMITTAL OF AS-BUILT PLANS SHALL BE AS REQUIRED BY TI-IE ENGINEERING AND ~ REMOTE CONTROL VALVE RAINBIRD PES-B-PRS (SIZE PER PLAN) AND IRRIGATION WATER METERS AS REQUIRED. PLANNING DEPARTMENTS. § ATMOSPHERIC VACUUM BREAKER CHAMPION 362 (LINE SIZE) L 5 ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. 3. AS BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY OF CARLSBAD, ANO THE ORIGINAL MYLARS, (OR PHOTO MYLARS). SHALL BE SUBMITTED TO THE CITY OF CARLSBAD FOR TI-lEIR KEEPING. 6. ALL SHRUB RISERS LOCATED IN INDIVIDUAL LOT OWNERSHIP (SYSTEM CONTROLLED BY MANUAL OR ANTI-SIPHON VALVES) SHALL NOT BE EB MANUAL CONTROL VALVE CHAMPION 300RS ( SIZE PER PLAN) K INSTALLED WITH PRESSURE COMPENSATING RISER Q; CHAMPION 466 (SIZE PER PLAN) M 7. THRUST BLOCKS CONSISTING OF AM INIMUM OF 1 CUBIC FOOT OF CONCRETE (2,000 PSI) SHALL BE INSTALLED AROUND MAIN LINES 3" AND ANTI SIPHON VALVE LARGER AT ELBOWS AND AT POINTS OF CHANGE OF DIRECTION PER DETAIL -u-oN SHEET 17. ® FLOW SENSOR DATA INDUSTRIAL FM SERIES (SIZE PER PLAN) C ® MOISTURE SENSOR CALSENSE #1000 (INSTALL PER MANUF.) - [BJ IRRIGATION WATER METER SIZE INDICATED ON PLAN -"AS BUILT" ~ APPROVED FDR PLANTING AUTOMATIC RAIN SHUTOFF WATER CONSERVATION SERVICES -"RAIN GUARD" (INSTALL PER MANF.) G AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP. ----CLASS 315 PVC 'ALERTLINE' PRESSURE MAINLINE FOR 2" AND LARGER: SCH. 40 FOR 1 1/2" AND SMALLER (SIZE PER PLAN) H ' OF PLANTING AREAS. REVIEWED BY: ---CLASS 315 PVC PRESSURE MAINLINE FOR 2" AND LARGER: SCH. 40 FOR 1 1/2" AND SMALLER (SIZE PER PLAN) INSPECTOR DATE I SH3ET I CLASS 200 PVC 'ALERTLINE' NON-PRESSURE LATERAL LINE (SIZE PER PLAN) CITY OF CARLSBAD ~ . PLANNING DEPARTMENT z. CLASS 200 PVC NON-PRESSURE LATERAL LINE (SIZE PER PLAN) -----~-~ SCHEDULE 80 PVC SLEEVES ( SEE SCHEDULE FOR SIZES) I % \\\'\DlC~ EVANS POINT VALVE/CONTROLLER SEQUENCE / VALVE SIZE '+c~ l.A/ijlso ~ AOL ~ -~ . Co /~ ✓ -,..., h'.: ' C/' ~ Plannin~ . APPROVED;. / /, {/ s;_ 9-'.'?0 ,.... . MAXIMUM GPM DEMAND ... ,-.--, ' ;'/'7 ( / \"' I';:., . -u1/7/'f-f "' ~ .......... Associa es ' ASSIS IANT f,LANN"INC DIR_Ec'foR DAlE cv~•o,~ -,. ID VALVE SIZE MAXIMUM GPM DEMAND OWN BY: 1t IIJL 'ii\'-DATE INITIAL DATE INITIAL DATE INlllAL ,APl-c PROJECT NO. DRAWING NO. 8 lor.d Plarnlr,g B Urbon D9tlgl"'I REVISION DESCRIPTION CHKD BY: APL-CT 91-3 335-?L • Lol"09eel~ ArO!'il'-;;ture R cornwi-"' Lanomrm ModallnQ rNGINEER OF WORK 017"ER APPROVAL CITY APPROVAL FJELD BY: ~:! l,;, ~ C'-o,t.;ft, M• :20G, ~. CA. n«'I'\ ~AX:(61,;r) r;,11-~ (619) 931-&17 CMWD 85-309 1-w w :r: (I) w w U) / SEE SHEET ·--·-:,,+ . 18 -- ,.,. t, 40 20 0 40 80 -- GRAPHIC SCALE SHEET 7 .------~~ ,<7 z ' TI •.. J 222.3 :':?ciJ. --. " . 3 ,we.: \ . ,-,,-" '~ . ~""/" .' . .-,: . .,,..-.~- ,._ .... :~-\.. i., ~ -· __ ,._,., . . .>-' ot . ' ~,:; . '' ·. ""--~ " ' Ci-·,/\\ I,\', '' ',',.~""" '<' I . ' ·. ,,, '""",,_~i:f"~,.... -~~~' ,,......"""' ■ Land P!onnlng II Londscope Arcl"lltecture II Urban Ossign II cornput♦r Londform Mode~ng . ,_,, ,,, ' ; FOR IRRIGATION LEGEND, SEE SHEET: V FOR IRRIGATION DETAILS, SEE SHEET~S): Jw-17 FOR IRRIGATION SPECS., SEE SHEET( ): ~Z--% APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. z~ . "'l2{pt<IT, I ' DATE Ae INITIAL 5Q62LoAoc.Court, SJ!te2>5, Corllbor::t CA.92rol FAX:(bl9)9Sl-2645 (619)931-86-37 rnGINEER OF WORK Mt>l"lfl' MAIHl--1$ "' . REVISION DESCRIPTION ( 2' 4/2.." ' j J ' ' i I I I f ' I ' ' I ' ' / P.O .. "E" POINT OF CONNECTION TO BE A 1 1/2" IRR/tlATION METER. INSTALL DOWNSTREAM WITH A 1 112" REDUCED PRESSURE BACKFLOW PREVENTER, '2" FLOW SENSOR AND A 11112" MASTER CONTROL VALVE. CONTROt,LER "E" TO BE 12 STATIONS • ' , I ' ' ' I i I ! (!:; i \ r,.A ~~ \ ~GP ,,, , ~6l~r ~/~ONNECTION TO BE A 2" IRRIMTION METER. INSTALL DOWNSTREAM WITH A 2" REDUCED PRESSURE BACKFLOW PREVENTER (WITH PRESSURE REGULATOR SET@ 80 PSI.), 2 112" FLOW SENSOR AND A 11112" MASTER CONTROL VALVE. I CONTROLLER "B " TO BE 36 STATION$ •:f5s." g_s,w,. 54Ck: eJF 61 I!> 6 WAL~ DN.e. -t,o e-b 1-1 err- . ffJ/.1"-T, P.C.R., -T-'OINT i j " s UIL T" c.--; ,t;,1.;--.11 RC E ~,f t'/'E X P. :J-•1 -(J:J!;, DATE R2:e=1¢/ 6-~ol INSPFCTOR ~ DATE 'l•il•'"l, I & I S~ET I CITY OF CARLSBAD l~!TSI PLANNING DEPARTMENT IRRIGATION PLAN FOR: ' . EVANS POINT i Y;?7i ;J!_ ;;.,9-7~ ASSISTANT PLANNING DIF1ECTOR DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 91-3 OTHER APPROVAL CITY APPROVAL RVWD BY: 335-?L CMWD 85-309 SEE ◄O 20 0 ◄0 80 ---- GRAPHIC SCALE ii' LOnd PK:111nlng ■ LondaoOO~ Aiehltectvre> Ill Urban Dellgn ■ COrrPJ1« L<ndlorm Modelhg 5962 La Place Court. SUit$ 205. COllsbod, CA ~ (619) 931·2645 (61Q) 9S 1-$637 SEE \ FOR IRRIGATION LEGEND, SEE SHEET: c?;J FOR IRRIGATION DETAILS, SEE SHEET~S): i<,,-17 FOR IRRIGATION SPECS., SEE SHEET( ): 3/,1--¥., APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL -, 4f J!3UIL T" ~,.,.,,,~1 RCE ~~P. ~-IJI -I}~ DATE ' RE'Al:e?/42_ f L 8-~ ·{)/ INSPECTOR 4"--DATE I CSET I CITY OF CARLSBAD [m PLANNING DEPARTMENT 2- IRRIGATION PLAN FOR: EVANS POINT I ~4Y f-7-~ I ASSISTANT PLANNING DIRECTOR DATE INITIAL OWN 8Y1 I PROJECT NO. I DRAWING NO. CHKD BY: CT 91-3 CITY APPROVAL RVWD BY: 335-?L I J ,. f 1 I ,, ! ' ! ' ' I I ' I I I ., I \ \ l I i I I / I / i I , ' i ' ! \ i ', J j e• j ),.-"'>~r _, ,,✓ ;·' ! /;/'if' ; \ i i v J I\ La-A J'v:lAP . l ' ' ' I ; ' I I ' f i ! ' i I I i i ◄O ! ; 20 - ' ' ! / ' ' ' ' I ' ' / ! g I l I I I I ' • , 0 40 80 -- GRAPHIC SCALE SEE SHEET M F SEE ,0:30 ·. ' ' . j i j ' ! ' ' I AOL Planning Associates ■ L.ond Plonnlng II: Lcndlicape Ar,:,hltecture P.O.C.'"D" .,.-... ,. ___ .,.,,• POINT OF c6NNECTIONTO IIE A 1" .tllfHGl\1ION METER. 'INSTALL DOWNSTREAMWITI-I A 1" REDUCED PRESSURE BACKFLOW PREVENTER, 1 1/4" FLOW SENSOR !IND A 1" MASTER CONTROL VALVE. SHEET SEE t 'f~~~~ -,,~ ,,"-,, FOR IRRIGATION LEGEND, SEE SI-IEET: Ill Urban Design ■ Computer Lcndform MOdeHrig FOR IRRIGATION DETAILS, SEE SI-IEET(S): FOR IRRIGATION SPECS., SEE SHEET(8): APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 5%21,a Pbce Court, 9.Jlhl 205, COl1$1Xad, CA. 92000 FAX:(~ 19) 931-~6d5 (619) 931-8637 SHEET 7 ··1 24021 1-w w :x: Cll w w Cl) U IL T" t------+---+------------+---+---t----+-----1 I SH6EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ :::==='...'.::::====================::::.:::==:::::: IRRIGATION PLAN FOR: EVANS POINT --------------+----!--+---+----I 1-..,.,..,,.,..(~f.,,.,:<7::...../--==----~--"'£-'--9-9-V ASSISTANT PLANNING DIRECTOR DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ----1 PROJECT NO. CHKD BY: --CT 91-3 RVWD BY: DRAWING NO. 335-?L CMWD 85-309 .... LLJ LLJ :c (/) LLJ LLJ (/) SEE SHEET (p SEE ~ , I -¼ "" ii • ;' j't,t ,, • "'s,, ~ • . ''-' ,~ "" '"'v,.~=,cw-,., 90? ~ ll ;:\'-·.· •-.. {9.i "f ~·: I -.· --~ . cs~ ,,< , _,,,,,_ ... ;;, ~),/ ,'Sc '•v,, ,~,_,,w,=•,,w«" \'1';/ ' ,.._ DR>' / ,, , (II-.,, .... ,,, -I".,,,_, . ,,. J''" 1I 1· ·" • \1]:'7 );5-{ _ ··,,,., /t,.b · 1.f, _,,· ". "f!· ··, .. </ ~_., ,c✓ rt,, ,-U·) ~)' 1•·, ' 40 0 40 80 --- GRAPHIC SCALE I 20.4 SHEET ADL . Planning Associates i, 1/ ;'\ ··s:; , . ET '-·' , , ~ .i;, · .... ,~ 2.6 ,,,,, , ' fos,.,_ ._,. n . _., I • 4 B Urbon DMlgn Ol'Qrrn Modeling • Computer Lon Ii Land pjonnlng hltecture 12645 (61~)931..Wl ndseape Arc FAJl::(019)93 -af Lo . Cor1sbod, CA 920.'ll Co.irt SJ;t,e 205, 5962 La Piece • "•W ·@)···, ,•···t~]' ' " .• J' --·-/ . --· , .,, _,. > /·--, ,l .. / . -- ' "· FOR IR IGATION SPECS., FOR IRR PLANTING AND APPROVED FOR CLUDING PRECISE IRRIGATION ONL; ~~ANTING AREAS. LOCATIONSO DATE INITIAL ENGINEER Of WORK 1• \ ., ' -, t!P.s~,ef1· l,t ,· lf" I /)/· _--i;,~-- . ''• ,, \ .---' \.,)7 \~< ;;:-:·.: . .-',,-,. REVISION DESCRIPTION /, ® L14i;;£J !/fj'IJ8',/ ,• ~/'/ ~ ', I . ~-~/~ >I~ ~/'b , lihi. " ✓, "., / INITIAL DATE DA TE CITY APPROVAL OTHER APPROVAL INITIAL ,: UILT " RE~2~°!?/~ / INSPECTOR CARLSBAD CITYPLA~!NG DEPARTMENT f;.tp•O/ DATE .._/✓'; if/ NNING DIREC I 61'\ 'Ass1STANT PLA PROJECT NO. I CT 91-3 OWN BY: CHKD BY: RVWD BY: I DRAWING NO. 335-?L CMWD 85-309 v> \}J \I\ ' ~ .J i SHEET T 1 • SEE 40 20 0 40 80 ---- GRAPHIC SCALE ... . . . ""·"· "'"•'>,,..", ,AOL Planning Associates D Lond F'lannlng a Londscopa Architecture llllllllillil! llilllllllH\lfll ------ a Urban De!llgn • COrrpvter Londlorm Modeling 5Q62 lo Pio-::. Court, Suite 205, O::l~sbod. CA 9nis f':AX:<619) 931-2Mli (619) 931-8637 ---rr-- SHEET APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUQING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL t' P.O.C. "F II POINT OF CONNECTION TO BE A 1" IRRIGATION METER. INSTALL DOWNSTREAM WITH A 1" REDUCED PRESSURE BACKFLOW PREVENTER (WITH PRESSURE REGULATOfl SET@ 80 PSI.), 1114" FLOW SENSOR AND A 11/f'' MASTER CONTROL VALVE. CONTROLLER "F " TO BE 12 STATIONS f,-w w J: (/) w w (/) RE~!t!t~ / INSPECTOR¢ EVANS POINT DWN BY: ___ PROJECT NO. CHKD BY: --CT 91-3 RVWD BY: CMWD 85-309 I DRAWING NO. 335-?L , • J w w (/) ' ' ; _,-.-., ~ ,.,-\ < -· . . ' ' _,. . ·/ r .. i,./"' / -~ '/ ' ' . 1 . i . ( : -~- ./4/ ,, ! ., ' ·, ! '¼-;,s•,c ; 41 ! "· ~ ---"~,:';"C'j"-:""."--~ --···· ,. _s .. L i.i: ('.\ ,,,,-...,. /qt I I ' ' ' l~ .. ' I //// EE 9.3,2 8:W _[E] , ~ ' llJ! l.!M.J .. ,,., ',. 40 20 0 40 ---- GRAPHIC SCALE ··, ., lZ. [11('3] ' , ' . /; -~~": I • SHEET ADL ·p1anning Associates U Lcr>d Planning IJ landscape Archlteotu,.._ 7 II Urbon Design 18 C0t'r4,:)uler Land!'orm Mode~ng 5~t.2 Lo Pico. Court, Sulk! 206, Carisbod, CA. 9200& H>J/.,(619)931-2645 (619)931-4¼'!7 . ,,_ .,. l~ \. ,' -: 6''i ~ ' ' ', I i I ,) . . R[h-Diifi INSPECTOR ir~ DATE FOR IRRIGATION DETAILS, SEE SHEET(S): fG,·]7 OF CA LS AD FOR IRRIGATION LEGEND, SEE SHEET: q, LLl' CITY R B FOR IRRIGATION SPECS,, SEE SHEET($): 0:J.·""'3>1---+---t-------------------+---+--+---+----1 PLANNING DEPARTMENT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. IRRIGATION PLAN FOR: EVANS POINT --+---------------~~~--1?~~~-~~~~a~=--___'.:_?f-o/ ASSISTANT PLANNING DIRECTOR t---+---t-------------------+---+~-+-~cc-+-=--1 OWN BY: __ _ DATE INITIAL DATE · INITIAL DATE INITIAL CHKD BY, ___ _ REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY, PROJECT 1-10. CT 91-3 DRAWING NO. 335-?L CMWD 85-309 -.--.,-- 1- L&J LaJ :I: (/) \ I '" \~ F -.-1 r----···-- I \ 6'5£_] c.-------' \-·-··· - \ I Ii ¢/ --~--22;0) FROS I CONTROLLER "I " TO,BE 36 STATIONS P .O.C. "It / I " ' 10 J POINT'OF CONNECTION TO BE A 2" IRRIGATION METER_ INSTALL DOWNSTREAM WITH A 2" REDUCED PRESSURE BACKFLOW PREVENTER, 3" FLOW SENSOR AND A • " MASTER CONTROL VALVE SHEET '\\ \ ' ' . ;-1 ® I CONTROLLER "H " TO BE 24 STATIONS OPEN SPACE ~o --~"""""'iiiiiiiiiiiiiiiiiiiiiii~~"""""""' 28 O so 80 GRAPHIC SCALE ,, @ j ''+ I \Y1 1 ,, SHEET _.., /,:\ ~v I ''-,,, ,,. ·.:,,,;,• ',' ;_', "~-\' . -,,, ·.,.,. t/' .... (.,-"'.) ,_ rY :--...:, -~ .. ·----- ·so·--------L .... --· _J 94,5 I ' . 1• 10 .3 •--• . -:; r• ~ !I"? \ ;~\ •' \ ' \ ,, \ \ '-'(\..~~.,_----\ 11, '\ :i, \ \\ '\ \ \, 1140,7 I " ' ' I @J I I \ , I ' hi, -I I <"9.9 I //! I" r___u:::i@ ~ 111s.2 1 r\)Os,'.,,., I 'zs. ! I I I -r I I f---. I I /,,. I I SHEET @ 98 2C- tl/t 2?1 ® 1 150.7 ® I ...... fy if /4/,4 I ' ~ ( '"•·----... I SEE . SHEET 7 ---~---- ' \ ~ t-·_-''" ® I 144. 7 LLJ. LaJ (/) , .. "AS BUILT" DATE RCE EXP. REVl(W(D BY: INSPECTOR DATE FOR IRRIGATION LEGEND, SEE SHEET <';> ~ CITY OF CARLSBAD ~ FOR IRRIGATION DETAILS, SEE SHEET($): (!l,-\71---+--J---------------t--r-1--1-1 ~ PLANNING DEPARTMENT I l.22=_j ·, ADL .~~ llm Planning ~~-mmmlllii _ Associates 111111mmm FOR IRRIGATION SPECS., SEE SHEET($): ~2--?.a0 ~==-'===~====--=====-__ _ IRRIGATION PLAN FOR: EVANS POINT r-------------+~ -_ -_ -_ -++---_ -_ ++--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ iT -_ -_ -_ i1 -_ -_-_ti-_-_-_ 1, ---_ 11 {_~,~,? / _ {-:. 7'.-,7c, APPROVED FOR PLANTING AND l---+--f--------------7--1-1--1-1 1-AS-S-IS_IA_N-:T--P-LA:-:-Nc-cN,:clN7G-:D-:IRc-cEC""T.D=R---.-. _-_ -----;;~~=c;:=; IRRIGATION ONLY, INCLUDING PRECISE 1------+--::-:-:--J---------------t-;;--;-;;-;:--i-;;;iiTwl~~t'i;jrn.l OWN BY:___ PRO,IECT NO. DRAWING NO. "LaooPlomlc,,;/ OJ u,ooc °"'"" LOCATIONS OF PLANTING AREAS. DATE INIT:AL DATE INITIAL DATE INITJA_ (HK~ BY: , ______ 1 CT 91 3 335-?L Iii __ Lon_d,_••_,._A_~_h,,._.,_"'-•--,-,--,-"',-c"'""""",-·='-::-"''::--'"='m=Moo::-:=•" 0 0 L _____________ _J.:.'.::'.~~~~--~R~,E=-V~IS:.l.:O~N-D:.E:.S:.:C~R~IP_T~IO::.N_:_ ___ .£_OT'.,'.'.H:_'.ER'._;A~P:PR;,'.:O.::,:VA:,:LJ...::C:.'..ITY:__:AP::.:P_:RD:'.:V_:'.AL:..J.::::RV::::W::::0::::::::BY=:====~~• ~-~~-~~=~~~~ ENGINE(R OF WORK 51,16:J ll' ?li:><;X> Court. Su!l9 :.u5. Cafltbod. CA. 92n FAA<Ol9)93 l-2645 \019)93 1-eo37 CMWD 85-309 \\'\ . "'- 7..; x· C> 0 ·. . "2.e ----.'· ~- .,.. o'!'<> ·. ·. I . ·• ', i ' \ ... ~' ~\\ / .. .. .3'. . : " " . ", .. , " ,. . . ' :: . " -· . . ••··• '· ·. . · .... HEAPflAfJ. ~ · . f:· l srR}EJIJ-;.17f' w10Ef . . pr,R o,-30 11-.. .. • 40 20 ALL RS,,, L. (!) CA Tio I> / ' F' Rt, i,,\ SIWJN tsiTCH 1 79.8 11w . .-··' . 0 40 80 ---- GRAPHIC SCALE SEE SHEET .. • @ I 71.2 I LOT l JV!}-\ p\ 82 3 • • ADL d Pla nnln~ 1.1111\i ------cil~ilf!i lllli!! Assocla es ll'll.U.Uli:I U Lond Planning Iii Lond!lcap,;;t Archltaocture Ii Urbor"I Design lfi Compul&r Landl'orrn Modf:111\g ~02 La Place Coort. SUte 2:15, CortJ"OOd. CA. 92008 Fl>X:(619) 931-2645 (619) 931--8637 • ... 13' 19' @ ;;!5/ :.tr 77. I ' @) & :,-; I ~ [ 7e.e '-"-·· . cn,.ei-r-. g_·· L tGcti::r . ' --~' . '9 I ,,.-... "'" ; . ~--~-- SEE 4 ;2.4' @ 80.e I @ O!'eN 5f'AC!ii • , 0 ~ ' .... ~-·"•'<•W'"""' • ,.,:·, ... . ,. ,. __ ."<,.,,. . .. \ ·"· . ' ' \. . - \ ' . SEE SHEET FOR IRRIGATION LEGEND, SEE SHEET: ?,7 FOR IRRIGATION DETAILS, SEE SHEET~,8):Ja> ·17 FOR IRRIGATION SPECS., SEE SHEET( ): ?,,1--~"7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL ENGINEER OF WORK REVISION SHEET ..f, TO E . 6 .J,,;/ .. \-" . •' -· .. v•,, ' • - tJ . INITIAL DATE DESCRIPTION OTHER APPROVAL C, ....-o 13.:!>.N ·,., . DATE .. INITIAL CITY APPROVAL _, ~\ ____, -------. I . t....,..-11. ______-i C f,'50% •. . ., ' . . r>:,' ' -~-~ k, .. ,"'SC:"• ·•·~ .. ·.·· . ··~ l ·~ ·• .. . N, ~ .. 1~ ·· ... ·. ~~ :v ·. . .. . ... ~1f,~ . ·. t§' . .,. ........ , ,, .. ,,_.·", ... \.·\ .. \ \_,:; '· ,_.__,.,·,1 ; ,F-_:.::....~~-i:;-_~~~, .\ \' ·._ ···r}l ,1, , \ •. •.\'.,\'~ l • • ....,.,.,,,_.,., "\. _I. l \ .>-t "",,._,,I I ~1.,,,1,f(\',.\'(I",,'-.;_ ' , '.}'\d ! I I.Nl"-'_:-t~•\fJ•\1 s¼7"AQ-:c11'f . , \'¥/·· ~ ~\\~~'p)\'c::;/,w;r;i/!J/1. '"', N.1.,~• ,-,: ,, ,"-·r1•,r:f/0< r1.tr• 1 ' "-j ' ):i, i', ,1..,- , 1"'-~~ r ,-.,.,.,1-,~~'"rt I \ \~ k, ~¼:;~"<,}"-;r.-:,/j ' ' ''bi ,, "'/f;' . . . . . ·,. \· . ·.. tl.l:[1[('-, j'~···. 11 .. ~, .... KEY MAP :-~;~·fD ~~-;::y:,,~-1 _ ---.,., . . .. · . ·\ ,0,S'-~~l--, · . ' ·., ':,:f..,_4_:~_,,~,,..,.,.-... ,.,, . . . \'·· ,,,, ;'-' .. ' •, --✓--------' : "AS BUILT" ,~.., ..... " RtvlEWEO BY: 1-w w ::c (/) w w (/) .. JUN/ DATE 1i !. • t::;j q_ ~ .I. INRPECTOR --- B·CLJ·CJL r,ATF [ID CITY OF CARLSBAD ~ Pu.NNING1. DEPARTMENT ,_ . IRRIGATION PLAN FOR: - I EVANS PdlNT. ,-, ---;b_7/(y ~-9~ ASSISTANT PLANNING DIRECTOR• OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 91-3 335-7L RVWD BY: CMWD 85-309 -- I J.\.P.f'l. 206-020-30 ! • . , 442 1YZJ'Z4'/7'e /8aJ' - -------6 ------------------- === ---~-~~==J~--~~; ~~-~~-~ I - , ~" 1'' 't \ \ ◄O -i'f'Ji.-. I '"''"ff17~ _ _Lf'._11_6T fJWf'e eSM'T-J j / ---1"1' 20 \ \ O 40 80 --- GRAPHIC SCALE ~" ,. l" ~· 1 V.'' vi- ~/I ,. ~" ¾" I z. o/1,l ,. 1~·· . I " " " 1/, II 11 I" (0 11 { o/q ti: -()] '14',, fill t:_,,, El t~4• @ !ri)--I~ 1~ , 1111 "ft:} • 1'4'' ~---·1!3-f-+i~-~1----i!!l o/1' Im %" { f 11 ]'/~" _,-----WcTLANOS LIMIT LINE 1' /' IL"~,l-'----U:1•l-&-,_11-1fil) ,. \' ,ft\ rJfP\ ' ,. ~I~ ,,\4-";;f---;;:r ' tV,.\ ,--...., -~ rt 1""6A$UQEMENT t S.,c,.UJNG--P&Er-tCE LI NE, J.\. P, f'l. 2J2-020•J7 ~· \I.I<!-(),~ ,,41 S: Urban Design [II Land Plonnlr,g t Ii compute, Londfo1m ModelinQ II Lcmdscop"" Arctilfec u1e __ _ &;lll.!La Place coort. Suite 205, Co1sbod, CA 92IX6 FAX:(619)931-2o45 {019)93\--&Q.37 T @ CTI ,, @) 01'€NSf'ACE ' ~ ~ ~ @ ' ~ 151 Q8.2 I 1-w w :c Cl) w w Cl) BUil T" CMWD 85-309 \JJ VJ \I\ 1-w ·w ::c (/) w w (/) SEE ----------------7·--- SHEET -------~-·----7--------~.,__}V----__________ ,4,!}L)NOO)EO ?0'571'.. 40 20 0 40 80 ---- GRAPHIC SCALE 11/; 7- .. ,,,..,1 ._;,J ~. . . . . It.\:.-$' ~\\'i ·~- @ . (M.g_J .,,,gq,, r•1 _ l'' ! 11 ""'cx/5T5DG,:/£. C-511'>'" .. @ [_~@] '••@· c&D • Lond Plonnlrv • t.ondllcape Afchltvctu ... .SEE I' ffl Urtx:in Deslgr. 6 Compul.,. Londform Modeirlg 9ff.!Lo'"1oc-9C:.>Jrl. !ott•::.>05. Co,1ib:>d, CA.92005 FA.X,(b19)931-2M5 Cbl'i')'i'S'l-6637 . ··---1------- ---//---- ·. ', ' d· '(_4NLJS LIMIT LIIYE.. • ) J 11f +f,e. : I St-lEET 10 . 0 . -~ ~ . :. -~·. i . !f. . ,' i ' ' ' . 94.I t' (~ '1 "' ® 9.(.5 \ I ; . .fJ/l / /f ~~ .. "':l: .@) 92.j ® ~.3.7 1-w w ::c (/) lt1 (/) .;• - REZ~}: 8·{; ·0! INSPECTOR ~ OATE FOR IRRIGATION LEGEND, SEE SHEET: ?.J ' CTrJ ~ ~oR 1RR1GAT1ON DETAILS, SEE sHEEnsi: 1c,-r1 CITY OF CARLSBAD FOR IRRIGATION SPECS., SEE SHEET($): ,n -~,;,t---,l----+----------------+-----1--+---1---l PLANNING DEPARTMENT ~ ~~======:::::::::==========~~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL ENGINEER OF WORK REVISION 0ESCRIPTI0N DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN FOR: EVANS POINT DWN BY: __ _ PROJECT NO. DRAWING ~0. CHKD BY: __ _ RVWD BY: CT 91-3 335-?L CMWD 85-309 - 1-w W" I Cl) w w (/) .,..~'t ,· . ' . " .,~~-A;;~~=","~, \" ~:·fi})~·-~'::_,, ~(,"'"'\ ~ [-~ . ( I 89 9 ' I . , ___ , __ J,. I I .. Ji SEE r -- . 0 /ji "::------i,_ (' \ SHEET f' ,~;?J :~,. ·\..,¾.,<,_,,~ \,, ~ \, .. , ·9,,~ , 'c@ i -. / i . . ' .,,.,. .... ,_ ii' 51~~ . . ' '"'{ . ), \ / "·· y . l 10 ., 40 20 0 80 -- GRAPHIC SCALE r 734 "' ,--:;::14-0•f• -e1 ~~. , -,o ---,'" \ ~" . \ I \, i~'~l1 1~· I ~-""". ~ I CONTROLLER "C .. 'TO BE 24 STATIONS SEE 71' ADL Planning Associates ■ Lend Plonnlng ■ l.ondae,:i~ A-reNtl,clur9 1111 Urbon Design a Computer Landforrn ~!1.-'fil 11942LoPiae.COurt. &..ih205, COtlsbod. CA.92009 ~1'X:(619)Q'31·2645 (619)931-8631 .. ,>··----· ,._,,_ ' THE IRRIGATION SYSTEM FOR THIS P.U.c.. IS INTENDED TO BE SERVICED BY RECLAIMED WATER AT SOME TIME IN THE FUTURE._PURPLE / ALERT EQUIPMENT SHALL BE INSTALL HOWEVER IT WILL BE TEMPORARILY CONNECTED TO A POTABLE WATER SERVICE. SEE SHEET 2 FOR ADDITIONAL INFORMATION. I 5"5Clt$0M/N, c--'(',Ll/::1't'OC.4T/ON TO 8E OE?E,<::MINEO ,OV.R!NGJ-::;:- CoNSTN{/CTIOIV \ ' .. .. ., \ I ! BUil T" RE:EW[O BY: / .. L--e/4C;E; 8-6-tJ) . EET . '1 I IN~PECTOR DATE FOR IRRIGATION LEGEND, SEE SHEET: ~ lliJ CITY OF CARLSBAD ~ FOR IRRIGATION DETAILS, SEE SHEET(S):1&·17 it----1---+--------------+----t--t----t----t 4 n FOR IRRIGATION SPECS., SEE SHEET($):~-::;<;, ~=='...=:===P---LA_N ___ N.::IN=G=D=E=PA=R=T=M=E=N=T==:::'....:=..=~=~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL ENGINEER OF WORK ·. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN FOR: EVANS POINT DWN BY: ___ _ CHKD BY: __ _ RVWO BY: PROJECT NO. CT 91-3 I DRAWING NO. 335-?L CMWD 85-309, - P.O.C. "A IC" POINT OF CONNBCTION TO BE A 2" IRRIGATION METER. INSTALL DOWNSTREAM WITH A 2" REDUCED PRESSURE BACKFLOW PREVENTER, 3" FLOW SENSOR AND A 2" MASTER CONTROL VALVE. THE IRRIGATION SYSTEM FOR THIS P.0.C. IS INTtcNDED TO BE SERVICED BY RECLAIMED WATER AT SOME TIME IN THE FUTURE. PURPLE/ ALERT EQUIPMENT SHALL BE INSTALL HOWEVER IT WILL BE TEMPORARILY CONNECTED TO A POTABLE WATER SERVICE. SEE SHEET 2 FOR ADDITIONAL INFORMATION. . ~NTiliOLLER "A" roBE 36 STATIONS 'J.-7 A 1 • o.o I 4lJ ;- ~ t IJJ ~ 11.1 t\t -~ ' ' ,. [ . r .,,. / ,· , , •. ' .. ! ,• ; ! i ' ~ ' I I ' ...... · ..... { .. • ~ ' ' \ :: ' ' ·• I- ( ' • i ' ' ; l j j ' ,, ~ , / > ·" ; f ' ,, ' ~ I Jf,,_·'50 i 1.9 ■ Lo~ l'lornlng ■ Lorldlcoi:,e ArehHlec1ure 119621..0iAoe.eourt, Ut.205, Ca!hbod, CA.'2CXII' Fl'.X:(619)tt1-2645 (619)931-8637 1· Nore• f'!:lr'-~/ Gf',<>A,-.j& + A",AINAl:e. Of n-t1, ¥!'!A , a;e. 'OHl=!,:f 40. . FOR IRRIGATION LEGEND, SEE SHEET: ?,, . FOR IRRIGATION DETAILS, SEE SHEET(S):JG:>·17 FOR IRRIGATION SPECS,, SEE SHEET($): ~-ffl APPROVED FDR PLANTING AND IRRIGA TIDN □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, "AS BUILT" REl.15! ad<, 8-t}J-CJ I INSPECTOR DATE ~ CITY OF CARLSBAD ~ l----+---+------------------1---+--+----l-----l ~ PLANNING DEPARTMEt-lT ~ ~:::::::....'::==================-.'.===~ IRRIGA TtON i>LAN FOR: EVANS POINT ------------------+---+----+----i---l ~I ;==:~:~~:'=~=-:=LA_, 'Z'.'=N-N=l_2=;-~~=:-~~==:::v::::::::;:::~:::::::;-;:::::::;,;:;:_:=.~:::::/4::;:Y:::::::~ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL NGINEER OF WORK DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL REVISION DESCRIPTION ~~~g ~r CT 91-3 335-?L - CD ;.2' MA\ I w_ z-:) ! /: ! 0: • w! "--o! 0: • "-! I ---- REDUCED PRESSURE BACKFLOW PREVENTION DEVICE WITH 2 BALL VALVES (SEE SPECS AND LEGEND) @ WILKINS 500YSBR SERIES "Y" TYPE STRAINER ANO PRESSURE REGULATOR ASSEMBLY (LINE SIZE) @ BRASS UNION W/ Nl!"l"u=<S 0 BRASS ELL (TYP) ---- © BRASS RISER (TYP) @ 1 CU. FT. CONCRcTE THRUST BLOCKS (TYP) WRAP PIPES WI 10 MIL_ TAPE SATURATE ANO COMPACT SUB-GRADE TO 90% PRIOR TO POUR 0 PVC FEMALE ADAPTER, ,,cl-I. (!;O ® FINISH GRADE ® DEPTH· SEE TRENCHING DETAIL A REDUCED PRESSURE SECTION BACKFLOW PREVENTOR not to scale :c f-0.. w Cl z ::;; in z ::;; " 8ACKFLOW ASSEMBLY NOTES: 1. THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MINIMUM OF SIX INCHES (6") ANO NOT TO EXCEED A MAXIMUM OF TWO FEET (2") FROM THE METER EXCEPT WHERE THIS WOULD REQUIRE THE BACKFLOW ASSEMBLY TO BE INSTALLED IN THE PUEJLIC RIGHT·OF- WAY. IN WHICH CASE, THE BACKFLOW ASSEMBLY MUST BE INSTALLED A MAXIMUM OF TWO FEET (2') INSIDE THE PROPERTY LINE. THE BACi';FLOW ASSEMBLY MAY NOT, UNDER ANY CIRCUMSTANCE BE INSTALLED IN THE PUBI.IC RIGHT-OF-WAY. 2. TYPE K HARO OR TYPE L HARD COPPER OR BRASS PIPEWITH SOLDER JOINTS OR THREADED FITTINGS MUST BE USED BETWEEN THE METER AND THE BACKFLOW ASSEMBLY. 3 PRECEDING THE NUMBER ONE SHUT OFF VALVE, CONNECTION MUST BE MADE WITH A COPPER OR BRASS 90 DEGREE ELBOW TO A COPPER OR BRASS RISER TO A COPPER OR BRASS 90 DEGREE ELBOW. SHUT OFF VALVE MAY BE FOLLOWED BY A COPPER OR BRASS NIPPLE AND/OR A BRASS UNION. RISER MUST BE OF SUFFICIENT LENGTH THAT THE BOTTOM OF THE BACKFLOW ASSEMBLY IS TWELVE INCHES (12··1 TO THIRTY-SIX INCHES (36") ABOVE GRADE IN AN AREA NOT SUBJECT TO FLOODING. 4 IF BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAi .. RATIO OF 4:1 OR GRl;ATER, A TWO FOOT (2') HIGH RETAINING WALL MUST 8E BUil T SURROUNQING THE ASSEMBLY ON THREE SIDES WITH THE OPENING ON THE DOWN SIDE OF THE SLOPE_ THl;RE MUST BE A MINIMUM TWO FOOT (2') HORIZONTAL CLEARANCE BETWEEN THE RETAINING WALL ANO THE BACK FLOW ASSEMBLY ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUB,IECT TO FLOODING. 5 ONLY THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF CALIFORNIA OEPARTMENT OF HEALTH SERVICES MAY BE USED ON WATER SERVICES WITHIN THE CARLSBAO MUNCIPAL WATER DISTRICT. Ill : : :: ::: :::::::::::::<::.::::: . -. . .. , .. ,, .:.}:::·:·:·:·::·:·:··•:•.::··•:·:·:·:• II ,·-·,,,,,,,,,.,,,,,,,,,,, .•,•-·-·-···-·-·-······· -----.-.--. ------.----.-,---.---, .-.--.-.-.-··•--'•' ··-·-···-·-. -·-:-.-.-:-.· ,_.:,' ' ' . ---.-.. ··-·-····· ,, ,, ... •.•· ' •"•"•'•'•. ··-·-···-·-··-·-•-•,•-·- ~gl\ ~ • < . :-.-:::·::::: .. :: ::::: ·:: ·<:<:>:-.i/-' ,,,,,,,,, .. ' •'··· ··-···-·-···· -·-····-··· -.-... -.-... , .-.-.... _ , .. ,,·,·, ,, ,,,,,,, G) NON-PRESSURE LATERAL LINE @ PRESSURE MAIN LINE G) RECLAIMED WATER WARNING TAPE (SEE SPECS) (Fol'-~•11~ HATU'-""7'.;;TJ;CM<e> ct,L'() G) CONTROL WIRES .. ' ... ' . -. . . . . . . ·-·-. . . .• •"•'• ,,, ' ' ,,,_, •,•, ,•,•,•, . ·-·· ...... ·-·'.. . . :: : : : ·. . . . . .... I---{ 4 2" MIN. ® SATURATE AND COMPACT BACKFILL TO COMPACTION OF SURROUNDING GRADE ® HARDSCAPE SURFACE (SEE SLEEVING DETAIL FOR TRENCHING UNDER PAVED AREAS) @ TRENCHING SECTION H ~---- no1 to scale 0 0 0 0 B ®j ..-r---- PLASTIC VA'._VE BOX WITH LOCKING LID {SEE SPECS.) CONTROi. Wl.~c WITH 24" EXPA'-JSION co,L "=F 1l&HT COt-<N!SCc'Or-6 2 @ SCH. 80 UNION AND NIPPLES (TYPICAL) @ 4" MIN. OF PEA GRAVEL (i) BRICK OR CONCRETE BLOCKING 1-1N TURF AREAS: 2·· IN SHRUB AREAS ® MAINLINE -SEE TRENCHIN3 DETAIL ":(:,H. 4o rvc MPltc f'l::AF7c:F-S @ 5·· MIN MUM ® @ 1-.MSTERCONTROLVALVE MASTER CONTROL VALVE SECTION ------G) not to scale CD VALVF. BOX (SEE SPECS.) ® 1" IN LAWN AREAS, 2" IN GROUND 2 COVF.R AREA, (v BALL VALVE @) INTEGRAL UNIONS @) PVC SCH, 40, 45• ELL (TYP) 'J',-,, ® PVC PRESSURE MAINLINE PIPE(SEE SPECS.) (0 4" MIN .. PEA GRAVEL ® BRICK OR CONCRETE BLOCKl'-JG ® DEPTH-SEE TRENCHING DETAIL @-_B_R_A_S_S_B_A_L_L_V_A_L_V_E ______ SE_2_ 1 ;~-~~~ 10 I G) HAROSCAPE SURFACE, SEE PLANS ® CLEAN BACKFILL AS REQUIRED, REFER TO ENGINEER FOR SPECIFIC MATERIAL 2 ANO COMPACTION REQUIREMENTS. G) CLEAN SAND . 0 © LATERAL LINE IN SLEEVE_ 3 © PRESSURE MAIN LINE IN SLEEVE . 4 5 ® CONTROL WIRES IN SLEEVE (SIZE AS REQUIRED) 6 cc 0 a __J MINIMUM COVER: "' u %-UNDER ROADWAYS 2" MIN 18" UNDER OTHER PAVING r-DTES: 1. SLEEVES UNDER ROADWAYS TO BE F«, SCH. BO;QTHER SLEEVES TO BE PVC SCH. 4D 2. l~STAll RECLAIMED WATER WARNING TAPE PER TRENCHING DETAIL J. APP,OVED CLEAN BACKFlll MAY BE SUBS"ITUTED FOR SAND UNOEa WALKS SLEEVING SECTION (UNDER PAVING) not to scale 3 @-----------> 0 G) FLOW $ENSOR -S':'E LEGEND PLASTIC VALVE BOX WITH LOC'<ING LID (SEE SPECS) CONTROL WIRE WITH 2C EXPANSION COIL 1" IN LAWN A'-1EAS: 2" IN SHRUB AREAS WATER TIGHT CONNECTO"IS ® 0 © ® @ @ SCH. 80 UN10'-J AND NIPPLES (TYPICAL) 4" MIN. OF PEA GRAVEL BRICK OR CONCRl;;TE 8LOCK1NG MAINL'NE -$EE TRENCHING DE~AIL 12" MINIMUM MALE ADAPTER (TYP) f'VC SCH ,JO ©FLOW SENSOR SECTION not to scale F 0 VALVE BOX (SEE SPECS) ® HEIGHT ABOVE FINISH GRAD!;; PER SPECS. 0 QUICK COUPLER VALVE, SEE LEGEND 0 GRASS NIPPLE, LENGTH AS REOUIREO 0 4" MIN DEPTH CLEAN PEA GRAVEL @ BRASS STREET ELL, TYPICAL ('!> f,eaJJN'-0) (j) BRICK OR CONCRETE GLOCK ING, TYPICAL ® BRASS NIPPLE 6" MIN. LENGTH ® PVC SCH 40 TEE OR ELL (g) PVC MAIN LINE DEPTH l'.S REQUIRED Gl 36" MIN LENGTH #4 REBAR STABILIZER, ATTACH WI TWO (2)STAINLESS STEEL BANDS. QUICK COUPLER VALVE SECTION not to scare PIPE SLEEVING SCHEDULE SCH, 80 PVC SLEEVE SIZES USING: PVC SOLVENTWELD BELLAND PIPE SIZE SCH. 80 FITTINGS GASKET FITTINGS SOCKETED PIPE 1 /2" 2" 2" 314" 2" 2" 1 " 2112" 21 /2" 1 114" 3" 3" 1 1 /2" 3" 3" 3" 2"' 4" 4" 4" 2112· 6" 6" 4" 3" 6" 6" 6" 4" 6" 8" 6" 6" 10" 10" 8"' 8" 12" 12 " 1 2" RSIDEWALK. ALL SLEEVES SHALL EXTEND 12" BEHIND CURB 0 ALL SLEEVES SHALL BE SHOWN ON AS-BUILTS D RAWINGS ii to;;d Plor;C'IIT""lO • s~. ,n<.ca::JaA A"Chlto-ci..1rA I,;;: \Jrt>ori ~ 'i;lr\ @: ....::Ol"n":>u'l&I l.1'.ln~fOll'n Moa&r,l'lr;;, OATE INITIAL :NGINEER OF WORK ~J-~, i '~;p: "'<;i. • ~o <!'j;-, I ,.,__, ,JO;" ,t; . ~, "--. ,_¼l -..., :;,c C/) ,_ 'J /, >:, .. ,a -·-· ---. ;;'., -; ~J, 1.f; - 0' I D")" I ::>i -ill -I< C,1z /FG\\\\\'t- ~ REVISION DESCRIPTION G) REMOTE CONTROL VALVE @ PLASTIC VALVE BOX WI LOCKING COVER. (SEE SPECS) G) 1" IN TURF AREAS: 2" IN SHRUB AREAS 0 APPROVED WIRE CONNECTORS G) CONTROL WIRE$ (WI EXPANSION LOOP) @ SOLENOIO G) PVC SCH 80 UNION @ PVC SCH 40 FEMALE ADAPTER (TYP) ® PVC NON-PRl:SSURE PIPE (SEE SPECS) @ PVC PRESSURE PIPE (SEE SPECS) Ci]) PVC SCH 80 NIPPLE (TYP) (LENGTH AS REQUIRED) @ BRICK OR CONCRETE BLOCKING @ PVC SCH 40 TEE (SxSxS) OR ELL(SxS) ON MAINLINE @ 4" MIN. OF PEA GRAVEL @ Of.PTH-SEE TRENCHING DETAIL D REMOTE CONTROL VALVE SECTION 8'" MIN 18' MIN G 8 not to sen.le CD 'I_E MEUA' STEEL ENCLOSURE OR APPROVFD EQUAi_ ® WALL MOUNT AUTOMATIC CONTROLLER, SEE LfGEND @ ON/OFF DISCONNECT SWITCH WI 110 V. GROUNDED OUTLET. 0) MOUNT,NG FLANGE W/ BOLTS TO BE SET IN 6" lv!IN THK CONCRETE PAD ® FINSH GRAN: @ 110 V_ ELECTRICAL SERVICE IN RIGID CONDUIT SU:FVE TO POWFR SOURCF PER LOCAL CODE. (j) 2 -3" DIA. PVC SCH 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES & COMPUTER HARDWIRE. ® 1/2" X54" COPPER GROU'-JOING ROD, CONNECT TO 110 V_ OUTLET PER MANUFACTURER'S REC0\1MENIJATION. @INSTALL AUTOMATIC RAIN SHUTOFF AS PART OF THE CONTROLLER ASSEMBLY AND PER MANUFACTURERS RECOMMENDATIONS. AUTOMATIC CONTROLLER SECTION r:cit to 5ca'e HAS BUil T" APPROVED FOR PLANTING AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP. OF PLANTING AREAS, REVIEWED BY: INSPECTOR DATE rn --- CITY OF CARLSBAD I SHEETS I ----· PLANNING DEPARTMENT----,-~ 5":2-6 ---~-_, IRRIGATION DETAILS FOR .. , EVANS POINT •••~av••~- -,-, -· APPROe"Ezl'-;.:'. i{'.,_(1 P-,,'i-, 94, / •-~•,-w -·-,.,~ --ASS1STA~T PZ,NG OIREC~OR ~--75")\Tt DATE INITIAL DATE INITIAL OWN BY: APi,, PROJECT NO. DRAWING NO. 1-•w••-L CHKD BY AF'--CT 91·3 335-?L OTHER APPROVAL CITY APPROVAL FIELD BY: CMWD 85-309 J N R r~--y __ ~~-~-~-~~~~y -~~~~: SLOPE IRRIGATION SYSTEM PER PLAN ----r ~--=::~-~ i I I CONTROL VALVES PER PLAN i : 'I PVC MAINLINE AS SPECIFIEu-----~-t: TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVICE. METER TO BE N.I.C , BY OTHERS. CONTRACTOR TO SUPPLY LINE- SIZE BALL VALVE AND WILKENS SOOY SERIES PRESSURE REGULATOR IF STA TIC PRE;SSURE EXCEEDS 80 PSI TYPICAL RESIDENTIAL ' ® G) MANUAL CONTROL VALVE WITH UNION 0 PVC MAINLINE @ PVC LATERAL TO AVB. (D PVC SCH 80 RISERS ® PVC SCH 80 NIPPLE (LENGTH AS NEEDED) ® 36" MIN. LENGTH #4 REBAR STABILIZER - ATTACH WI (2) STAINLESS STEEL BANDS 0 FINISH GRADE ® DEPTH -SEE TRENCHING DETAIL MANUAL CONTROL VALVE SECTION POINT OF CONNECTION not to scale K (ANGLE VALVE) not 10 scale 6" 5 r•..-•...-•..- ;.<."•";•~"2 .. __ ._..:,:.. ..... __ ,, ..... -....... .. CD SHRUB ADAPTER WI SPRAY NOZZLE, SEE LEGEND @) PRESSURE REGULATING SHRUB ADAPTER WHERE REQUIRED @) PVC SCH 80 NIPPLE, LENGTH AS REQUIRED (TYP) @) FINISH GRADE © ALL HEAPS TO BE KEPT A MIN. OF 4" FROM ANY HAROSCAPF. SURFAC!c. © MARL.EX STREET ELL, TYPICAL (-,, R'Q..lfL!SD) <l) 112" PVC SCH BO NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT @ PVC LA TE RAL LINE @ DEPTH-SEE TRENCHING DETAIL CD STREAM ROTOR SHRUB HEAD, SEE LffiEND (v BROWNLINE UVR-PVC COUPLING OR ANTI-DRAIN VALVE WHERE REQUIRED @ STAINLESS STEEL STRAPS (2 REQ'D.) WI #4 REBAR STARILIZER, 30" MIN. LENGTH © MARLEX STREET ELL, TYPICAL ( ~ Nn-llf'l'CO) © PVC SCH 80 NIPPLE, 6" MIN. LENGTH ® PVC SCH 40 SXSXT TEE OR ELL (z) PVC LATERAL LINE, SIZE AS NOTED ON PLAN ® DEPTH-SEE TRENCHING DETAIL SHRUB SPRAY ON RISER SECTION @ ROTOR SHRUB HEAD SECTION not to scele ~---<10 MUL Tl-OUTLET DRIP EMITTER 118" DISTRIBUTION TUBING @ 6" ROUND VALVE BOX WI LOCKING COVER ( %"'-<a,p,sc-,) 14" BELOW FINISH GRADE) OUTLET CAP (EMISSION POINT) (ruefof<[" fl/ TUe,HG-0TAHS) PVC SCH 80 RISER (LENGTH AS REQUIRED) PVC SCH 40 THREADED CAP PVC NON-PRESSURE LINE 6" ROUND EMITTER ACCESS BOX WITH LID (">E.a ~fee-,,.) ® BRICK OR CONCRETE BLOCKING 4" MIN. DEPTH OF PEA GRAVEL 3" LAYER OF BARK MULCH SET TOP FLUSH WI BARK MULCH SEE TRENCHING DETAIL EACH SHRUB SHALL HAVE TWO EMISSION POINT$ EQUALLY SPACED ON EITHER SIDE OF THE SHRUB. EACH TREE SHALL HAVE SIX EMISSION POINTS FROM A MULTI-OUTLET EMITTER EQUALLY SPACED AROUNO THE TREE. THE MAXIMUM 1.ENGTH OF ANY MICRO-LINE: SHALL BE 8'. !'MISSION POINTS SHALL BE LOCATED 2" -4" FROM 0UT$10E EDGE OF ROOTBALL. MUL Tl-OUTLET DRIP SECTION EMITTER W/ END FLUSH not to scale STREET SUF/FACE --~ \ \ CD ® ® G) ® s SCREEN FILTER (SEE LEGEND) VALVE BOX (SEE SPECS.) PVC SCH 40 FEMALE ADAPTER (T YP.) 4" MIN OF PEA GRAVEL PVC PRESSURE LINE, SCH. 40 DRIP IRRIGATION :2· MINIMUM REOUlf"iEO VEPITICLE SEP4RATIQNI a-~--SLEEVE REC/..AiMEO WATER iRAIGAi"t()N MAIN(.WFI/ NOTE: All Rf-'CLAIMEDWATEn 1r,n1G;.TrQN PIP[ AND SLEEVES Si--!ALL "-STANDARD SP.C:Cf~ICATTONS FOR pnrV/1,E l,':/R/GATrON SYSIEMs- ·c,..;H( $BAO RECl..AM,UiCN .CWLES AND REGULAffONS FCR CCNsmucncw CF RECLAIM£!) WATCH MAINS" JUNE 1991 POTABLE Iv/A/NL/NE CROSSING. not to scale @ UNDISTURBED SUBGRADE CE) 1" IN TURF AREAS; 2" IN SHRUB AREAS @ BRICK OR CONCRETE SUPPORTS ON UNDl$TUR8ED SUBGRADE @ SEE TRENCHING DETAIL FOR DEPTH @ SCH. 60 UNION ANO NIPPLES ("TYPICAL) SCREEN FIL TEA SECTION not to scale CURB~---. I SIDEWALK METER BOX WIM£T£R 10' MINIMUM TO POTABLE MAINLINE IN STREE REClA/MED WATER !RR/GATTON MAINLINE W!SLEEVE NOTE: VC/'i'TrClC CI..E.Al?ANCC 0~ 1T A.ttNfMUM IS MANOATORYVVHENCl=lCSSJNG PATH Of A /!'O'fA8lE WATER LINC. IN$iAlLAr70N OF FIECLAJMED WATER IRR/GATK;N MAINUNE :z4u FROM FACE OF SIDEWALK VIili PROVIDE TH£ NECESSARY 10' HORIZONTA.1. CJ.CARANC1= FPOM POTABlE MAINUNE IN THE STREET. POTABLE SERVJCE LINE CROSSING 0 ATMOSPHERIC VACUUM BREAKER WITH UNION @ PVC LATERAL @ PVC SCH 80 RISERS 0 6" MIN. ABOVE FINISH GRADE AND 6" MIN. ABOVE HIGHEST OUTLE:T SERVED BY VALVE 0 0 @ 36" MIN. LENGTH 114 REBAR STABILIZER - ATTACH WI [2) STAINLESS STEEL BANDS 3 @ FINISH GRADE G) DEPTH -SEE TRENCHING DETAIL 2 @ f'vc SCH eo NI ff'LE. (. L.f.N9Tti _, Nf./'U-b) L ATMOSPHERIC VACUUM BREAKER SECTION ® II c=.: 11 = =Ill cell I (i) POP-UP SPRAY HEAD, SEE LEGEND ® FINISH GRADE not to scale @ NOTE: ALL SPRAY HEADS TO BE PLACED MIN. 4" CLEAR OF ALL HAROSCAPE SURFACES © MARL.EX STREET ELL, TYPICAL ( '<> f'l>allli<=) ® 1/2" PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT TEE OR ELL CD PVC LATERAL LINE, SIZE AS NOTED ON PLAN ® DEPTH-SEE TRENCHING DETAIL p POP-UP SHRUB/TURF HEAD SECTION ----- ~ CD LOCATION AND ANGLE OF IRRIGATION HEAD @ TOP OF SLOPE @ MIDDLE OF SLOPE @ BOTTOM OF SLOPE @ SLOPE FINISH GRADE 5 60% ~ I ' I I I I I I I I I I , ' T SLOPE HEAD PLACEMENT ADL f1/j lllE!l@ PI an n in~ ~-----:••[)2; !Will !IJl.:I Associa es __ -_ -_ -_EW.W!i!l'l!s!llllfili Ii l.<'.Jr'ld P1onr,lng DATT: i~ ~ lA 1/,'t ~~ Ws0~~ ·"--u /_ . _, ,.___, ~ r-,. c,_r::, ~ ,;_ IU' '< • , ~ ~ ~ cY I. "'9 "" _/2 ~ t,11 IF~w,v..\'t- INITIAL not to scale SECTION not to sca:e II ._..:,nd'se<:;1oct Arohlt9cture fi l.Jrbori C19111gn Iii Compu'i&I' Lorn:lfQrrn rv,!Jd':lijri1;1 ,,_NGINEER OF WORK REVISION DESCRIPTION M ® (i) ANTI-SIPHON VALVE WITH UNION 0 PVC MAINLINE G) PVC LATERAL 0 PVC SCH 80 RISERS @ 6" M,N. ABOVE FINISH GRAPE AND 6" MIN. ABOVE HIGHEST OUTLET SERVED BY VALVE © 36" MIN. LENGTH #4 REBAR STABILIZER - ATTACH WI (2) STAINLESS STEEL BANDS 0 FINISH GRAPE @ DEPTH, SEE TRENCHING DETAIL ANTI-SIPHON VALVE SECTION not to scale 0 POP •UP ROTOR HEAP, SEE LEGENO ® FINISH GRADE G) NOTE: ALL HE;ADS TO BE PLACED MIN. 4" CLEAR OF ALL HARDSCAPE SURFACES ® © MARLEX STREET ELL, TYPICAL ( ~ f=Utf'ED) @ PVC SCH 80 NIPPLE, 6" MIN. LENGTH @ PVC SCH 40 TEE SxSxT (z) PVC LATERAL LINE, SIZE AS NOTED ONPIPN @ DEPTH-SEE TRicNCHING DETAIL Q POP-UP ROTOR HEAD SECTION NOTES: CONCRETE SHALL BE 470-C-20,:JO. 2 MAINI_INf:::S 3" IN DIAMETER AND Lo.AGER $HAI.I. RECEIVE CONCnETE -f-!RUST BLOCKS AT ALL DIRECTION CHANGES ,J 1·~1::S $HALL RECEIVE BLOCKS ON ALL iHRFF: SIDES. 4 5. 6 not lo scale BLOC'<S SHALL BE A MIN, 6" THICK AGAINST NATIVE OR COMPACTED SOIL ALL MAINLINE SHALL BE INSTALLED AND T[STED PFA S~t:CIFICATIO'\JS SEE TRENCH:NG DE";All FOR DEPTHS @\---T_H_R_U_S_T_B_L_O_C_K_s ______ ______,S=E=-~IT-'-'-1~O=..,_sc~e "AS BUil T" APPROVED FDR PLANTING AND IRRIGATION □NL Y, DATE INCLUDING PRECISE LOCATION RCE EXP, OF PLANTING AREAS. REVIEWED BY: INSPECTOR DATE - ~ CITY OF CARLSBAD ~ 7 PLANNING DEPARTMENT - IRRIGATION DETAILS FOR: ' EVANS POINT .. · APPROVW:, '.7 /, / :i-7-->74 .., r· .-(,.. ASSISTAN'r-PLAN~ilNG OIRECTOR DATE DATE INITIAL DATE IN/17Al OWN BY: APi-PROJECT NO. DRAWING NO. CHKD BY: AOI.-CT 91-3 335-?L 01HER APPROVAL CITY APPROVAL FIELD BY: CMWD 85-309 I PRESSURE CALCULATIONS WATER METER "AIC" SIZE 2' H.G.L. 325 ELEVATION AT METER BO HEAD LOSS TO METER 245 X .433 • 106.1 PSI REMOTE CONTROL VALVE &A SIZE r MAXIMUM DEMAND (GPM) 652 ELEVATION 130 HEAD LOSS AT R.C.V. -50 X .433 • -21.65 PSI PRESSURE AT R.C.V. 84.4 PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: 2" WATER METER 3.2 PSI LOSS 2" BACKFLOW PREVENTER 55 PSI LOSS 2" MASTER VALVE 1., PSI LOSS 2 GATE/BALL VALVES 2.0 PSI LOSS /~1;50' i• MAINLINE 74 PSI LOSS ·c' 2 112" MAINLINE Q.7 PSI LOSS 2" REMOTE CONTROL VALVE 1.5 PSI LOSS 5' 2 112· LATERAL LINE 0.0 PSI LOSS 20' 1 112" LATERAL LINE 0 3 PSI LOSS 65' 1 114" LATERAL LINE 1.0 PSI LOSS so· 1" LATERAL LINE 0.7 PSI LOSS ao· 314" LATERAL. LINE 2.3 PSI LOSS 10% FITTINGS LOSS 2 5 PSI LOSS 1 O' ELEV. CHANGE (IN SYSTEM) 4.3 PSI LOSS TOTAL SYSTEMS LOSS 32 'l PSI PRESSURE REQUIRED AT HEAD 50.D PSI TOTAl PRESSURE REQUIRED 82.9 PSI STATIC PRESSURE AVAILA~LE 84.4 PSI RESIDUAL WATER PRESSURE '.5 PSI PRESSURE CALCULATIONS WATER METER "H/1" SIZE 2· H.G.L. 325 ELEVATION AT METER 85 HEAD LOSS TO METER 240 X .433 = 103.9 PSI REMOTE CONTROL VAL.VE 12 I SIZE 2" MAXIMUM DEMAND (GPM) 72 ELEVATION 69 HEAD LOSS AT R.C. V. 16 X .433 • 6.93 PSI PRESSURE AT R.C.V. 11 o. 8 PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE· 2" WATER METER 3.2 PSI LOSS 2· BACKFLOW PREVENTER 6.0 PSI LOSS 2-MASTER VALVE 1.8 PSI LOSS 2 GATE/BALL VALVES 2.0 PSI LOSS "MAINllNE PSI LOSS 560" 2 112" MAINLINE 8.2 PSI LOSS 2· REMOTE CONTROL VALVE 1-5 PSI LOSS 100' 2" LATERAL LINE 1. 7 PSI LOSS 100· 1 1/2" LATERAL LINE Z.2 PSI LOSS 100' t 1/4" LATERAL LINE 2.7 PSI lOSS 100' 1. LATERAL LINE 3.1 PSI LOSS 80' 3/4" LATERAL LINE 3.1 PSI LOSS 10% FITTINGS LOSS 3.6 PSI LOSS ELEV. CHANGE (IN SYSTEM) 0.0 PSI LOSS TOTAl SYSTEMS LOSS 39.1 PSI PRESSCJRE RE'QUIRED AT HEAD 50.0 PSI TOTAL PRESSURE REQUIRED 89. 1 PSI STATIC PRESSURE AVAILABLE 1108 PSI RESIDUAL WATER PRESSURE 21.8 PSI PRESSURE CALCULATIONS NOTES: 1. CONTRACTOR TO VERIFY WATER PRESSURE PRIOR TO STARTING JOB. IF PRESSURE IS NOT AS PEA PRESSURE CALCULATIONS, NOTIFY THE CITY PLAN CHECK CONSULTANT ElEFORE STARTING OF IRRIGATION SYSTEM INSTALLATION. 2 PRESSURE CALCULATIONS Af1E BASED ON PRESSURE INFORMATION RECEIVED FROM THE CARLSBAD MUNICIPAL WATER DISTRICT AT THE TIME OF DESIGN. THE HYDRAULIC CALCULATIONS FOR THIS lf\RIGATION SYSTEM ARE BASED ON THE SPECIFIC IRRIGATION EQUIPMENT AND MATERIALS LISTED IN THE PLANS AND SPECIFICATIONS ANY SUBSTITUTIONS OF EQUIPME:NT AND MATERIALS, REQUESTED BY CONTRACTOR AND APPROVED BY CITY, WILL REQUIRE NEW HYDRAULIC CALCULATIONS AT THE EXPENSE OF THE CONTRACTOR. ALL NEW CALCULATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CITY PRIOR TO INSTALLATION 't PRESSURE REGULATOR AT BACKFLOW PREVENTOR l t; UE SET AT 80 PSI. PR!oSSURE CALCULATIONS WATER METER "B" SIZE 2" H.G.L. 430 ELEVATION AT METER 219 HEAD LOSS TO METER 211 X .43:J = 41.t/60 PSI -JI<; REMOTE CONTROL VALVE 68 SIZE z• MAXIMUM DEMAND (GPM) 435 ELf.VATION 192 HEAD LOSS AT R.C.V. 27 , .433 ~ 11.7 f'Sl PRESSURE AT R.C.V. ~1.1 PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: 2" WATER METER 3.2 PSI LOSS 2" BACKFLOW PREVENTE:R 80 PSI LOSS l 1/.2~ MASTER VALVE 2.7 PSI LOSS 3 GATE/BALL VAlVES 3.0 PSI LOSS 1150' 2 112" MAINLINE 6 6 PSI LOSS 120' 2" MAINLINE 1 7 PSI LOSS 2· REMOTE CONTROL. VALVE 1.5 PSI LOSS 5' 1 114" LATERAL LINE 02 PSI lOSS 1 O' 1" LATERAL LINE 02 PSI LOSS 90' 3/4" LATERAL LINE 2.6 PSI LOSS 10% FITTINGS LOSS 3.0 PSI LOSS ELEV. CHANGE (IN SYSTEM) 0.0 PSI LOSS TOTAL SYSTEMS lOSS 32.7 PSI PRESSURE REQUIRED AT HEAD 30.0 PSI TOTAL PRESSURE REOUIHLD 62.7 PSI STATIC PRESSURE AVAILABLE 41.7 PSI* RESIDUAL WATER PRE:SSURE 2~-0 PSI PRESSURE CALCULATIONS WATER METER "K" SIZE 2" t<.G.L. 325 ELEVATION AT METER G,I Hl:AD LOSS TO METER 20,4 x .433 = 114~/e,o PSI* REMOTE CONTROL VALVE 14 K SIZE 2" MAXIMUM DEMAND (GPM) 612 ELEVATION 35 HEAD LOSS AT R.C.V. "}.I;, X .433 • 11.0 PSI PRESSURE AT R.C. V. 'jl. ';', PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: 2· WATER METER 3.2 PSI LOSS 2· BACKFLOW PREVENTER 6.3 PSI LOSS 1 11:z~ MASTER VAlVE 5.0 PSI LOSS 2 GATE/BALL VALVES 2.0 PSI LOSS I ?:l~O' o,· MAINLINE "'·'"' PSI LOSS ,r:,,o· 2 1/2" MAINllNE ~.I PSI LOSS 2· REMOTE CONTROL VAlVE 1.5 PSI LOSS /0' 2 11~-LATERAL LINE 0.6 PSI LOSS o· z· LATERAL LINE PSI LOSS 40' 1 11,r LATERAL LINE 0.6 PSI LOSS 40' 1 114" LATEf<AL LINE 0.4 PSI LOSS 40' 1" LATERAL LINE o.s PSI LOSS 40' 314" LATERAL LINE 0.3 PSI LOSS 10% FITTINGS LOSS 3t PSI LOSS ELEV CHANGE (IN SYSTEM) 0,0 PSI LOSS TOTAl SYSTE.MS LOSS "'7. "e, PSI PRESSURE REQUIRED AT HEAD 30.0 PSI TOTAL PRESSURE REQUIRED (,7.~ PSI STATIC Pf1ESSURE AVAILABLE 'll.,, PSI >Jk RESIDUAL WATER PRcSSURE "24,() PSI PRESSURE CALCULATIONS WATER MElER "D" SIZE 1 • H.G.L. 430 ELEVATION AT METER 223 HEAD LOSS TO METER 207 X .4:,-33 =a 89.6 REMOTE CONTROL VALVE SD SIZE . " ' MAXIMUM DEMAND (GPM) 19.3 ELEVATION 223 HEAD l.OSS AT R.C V. D X .433 • 0 PRESSURE AT R.C. V. 89.6 PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: 1 -WATER METER 2 1 PSI LOSS 1. BACKFLOW PREVENTER 9.0 PSI LOSS 1. MASTER VALVE 2.1 PSI LOSS 2 GATE/BALL VALVES 2.0 PSI LOSS 250" 1 1/4-MAINLINE 4.6 PSI LOSS 1" REMOTE CONTROL VALVE 1.5 PSI LOSS 5' t 114" LATERAL LINE 0.1 PSI LOSS 25' 1" LATERAL LINE 03 PSI LOSS 95' 3/4" LATERAL LINE 3.4 PSI LOSS \0% FITTINGS LOSS 2.5 PSI LOSS ELEV. CHANGE (IN SYSTEM) 04 PSI LOSS TOTAL SYSTEMS LOSS 28,0 PSI PRESSURE REQUIRED AT HEAD 30.0 PSI TOTAL PRESSURE REQUIRED 58 0 PSI STATIC PRESSURE AVAILABLE 89.6 PSI RESIDUAL WATER PRESSURE 31 6 PSI AOL Planning Associates • l<'lr'Y:f P'Q ,v,,lr,g • i.J:,(""lg!ICQP9 Al'Ch/twetl.l,. PRESSURE CALCULATIONS PRESSURE CALCULATIONS WATER METEf< ''E" SIZE I 1/2" WATER METER "F" SIZE 1 - H.G.L. 430 H.G.L. 430 ELEVA1 ION AT METER 205 ELEVATION AT METER 140 PSI HEAD LOSS TO METER 225 X ,·\J3 • 97.4 PSI HEAD LOSS TO METER 290 X 433 • 1'21.,.G,/e,o PSI* REMOTE CONTROL VALVE oE Sill 1 1 /2'' REMOTE CONTROL VALVE 8F SIZE 1 • MAXIMUM DEMAND (GPM) 36.9 MAXIMUM DEMAND (GPM) 17.B ELEVATION 200 ELEVATION 160 PSI t1lcAD LOSS AT R.C.V. 5 x. .4'.:.3 = :2.H PSI HEAD LOSS AT RC V -20 X 433 • -8.66 PSI PRESSURE AT R.C V 99.B PRESSURE Al H.C. V. 71.3 PRESSURE CALCULATIONS FOR REMOTE CONTROL VALVE: PRESSURE CALCULATIONS FOR REMOTE CONTROL \/ALVE: 1" WATER METER 2.1 PSI LOSS t. WATER METER 16 PSI LOSS 1 112· BACKFLOW PREVENT[ R 9.0 PSI LOSS 1· UACKFLOW PREVENTER 10.Q PSI LOSS 1 7/T MASTER VALVE 1.5 PSI LOSS 1. MASTER VALVE 1,7 PSI LOSS 2 GA TE/BALL VALVES 20 PSI LOSt> 2 GATE/BALL VALVES 20 PSI LOSS 1 112" MASTER VALVI: 1.5 PSI LOSS PSI lOSS 180" 2" MAINLINE 1.8 PSI LOSS 260' 1 114 "MAINLINE 3.9 PSI lOSS • MAINLINE PSI LOSS "MAINLINE PSI LOSS 1 112· REMOTE CONTROL VALVE 15 f'SI LOSS 1· REMOTE CONTflOL VALVE t.5 PSI LOSS 2· LATERAL LINE PSI LOSS 2· LATERAL LINE PSI lOSS 60' 1 112" LATERAL LINE 1,3 PSI LOSS 1 112· LATERAL. LINE PSI LOSS 80' t 1/4" LATERAL LINE 2.2 PSI LOSS 1 1/4" LATERAL LINE PSI LOSS 80' 1 • LI\ TERAL LINE 26 PSI LOSS 10' 1" LATERAL UNE 0.3 PSI LOSS so· 3/4" LATERAL LINE 3. 1 PSI LOSS 60' 3/4" LAI ERAL LINE 2.2 PSI LOSS 1 0% FITTINGS LOSS :/,9 PSI LOSS 10% FITTINGS LOSS 2.3 PSI LOSS ELEV. CHANGE (IN SYSTEM) 12 9 PSI LOSS ELEV. CHANGE [IN SYSTEM) PSI LOSS TOTAL SYST~MS LOSS 45.0 PSI TOTAL SYSTEMS LOSS 255 PSI PRESSURE REQUIRED AT HEAD 50.0 PSI PRESSURE REQUIRED AT HEAD ,o.o PSI TOTAL PRESSURE REOUIHED 95.0 PSI TOTAL PRESSURE REQUIRED 55.5 PSI STATIC PRESSURE AVAILASlE 99.6 PSI STATIC PRESSURE AVAILABlE "1 I, 2 PSI cl< RESIDUAL WATER PRESSURE 4.6 PSI RESIDUAL WATER PRESSURE l"l e, PSI --/_:;..y•-"AS BUILT" ,;{"'~~J-~ (1,.0,,_ lh" ~ lAltvi• APPROVED FDR PLANTING !"·~ .+ /._ ~ ~ •·--h/_,, --:c AND IRRIGATION □NL Y, (.f) ' -+& ~--t PATE LP -..; ~ lJUll'lte " ~ 1/7/ ~ J c:,; INCLUDING PRECISE LOCATION RCE EXP. {II """' .. OF PLANTING AREAS. REVIEWED BY· C,;t /FQ\I,\\\"- INSPECTOR DATE [ID ~ CITY OF CARLSBAD PLANNING DEPARTMENT 8 ,_ IRRIGATION EVANS POINT .,.-., APPR0\4§01/: ~2 ( ~-~ ( ':?? / ~ <r:::, ( :i.,. ,.. As,;isTANT PU~NING DIRE~ffiR ' OA'l'E DATE INlllAL DATE INITIAL DATE INlllAL OWN BY: PROJECT NO. DRAWING NO. Iii Wrtxm C-lgn Ill Coi-roi.ft..,. u::,r,c11orm ~llnQ _NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: CT 91-3 335-?L FIELD BY: CMWD 85-309 @1------ A C E 2 G) RODTBALL 3t--+ @ CROWN -1" ABOVE FINISH GRADE @ FINISH GRADE @ FINISH GRADE AT SLOPE ® 2 X ROOTSALL DIA. ® BACKFILL MIX (SEE SPECS) 0 PLANT TABLETS (SEE SPECS.) ® SEE SPECIFICATIONS ® TOP OF PAVING @ 4" HIGH WATERING BASIN (IF REQ'D.) 4 (iJ) UNDISTURBED NATIVE SOIL TREE SHRUB PLANTING DETAIL SECTION IV-----/ 1 2 (i) ® 0 © ® ® TREE TRUNK SEE TREE Pl.ANTING DETAIL 24" MIN. VlNYL TREE TIF. (2 REO'D.) 2" DIA. X 10' LODGEPOLE PINE STAKE 12-MIN. not to sc~le SINGLE STAKIN DETAIL SECTION [lf----{, net to scare (j) 2· DIA. X IO' LODGEPOLE PINE STAKE (2 REQ'D.) @ 1 X 2· WOOD BRACE @ VINYL TREE TIE (2 REQ'D.) @) 24"MIN @ SEE TREE PLANTING DETAIL @ 12"MIN. (D TREETRUNK @ ROOTBAI..L 7·}--..,. PLAN VIEW T PREVAILING WIND DOUBLE STAKING DETAIL SECTION no! \o scale 1 . A B c. B IB 2" PREPARED SOIL 0 PI..Af;T TA3cET 0 FINISH GP.ADE ® EQUAL IX) -SE:E: PLAclT SCHEDULE SECTION (6' r w FOR DN CENTcR SPACING ® CONCRE,E MOW STRIP OR HARDSCAPE IMPROVEMENT AS INDICATED ON PLAr, 0 CONCRETE CURB OR HARDSCAPE IMPROVEMENT AS INJ!CATEO ON PLAN (~ EQUAL "/2 (X) PLAN GROUNDCOVER PLANTING DETAIL SECTION C' ::f-•~ " " " " " ' --+-®"'------------, VINE ATTACHED TO SURFACE WITH APPROVED METHOD NURSERY STAKE -TO BE REMOVED EXISTING SURFACE CROWN· 1-ABOVE FINISH GRADE 4" HIGH WATERING BASIN (IF REQ'D) PLANT TABLET$ FINISH GRADE BACKFILL MIX (SEE SPECS.) 2X ROOTBALL DIA, UNDISTURBED NATIVE SOIL ROOTBALL not \:) scale MIN. 6" BE:LOW FINISHED FLOOR@ BLDG. NOTE;; VINE$ WI NURSERY ESPALIER STAKE TO BE MOVED & ATTACHED TO SURFACE BY APPROVED METHOD VINE PLANTING DETAIL SECTION 101 '.o scale PLANTING NOTES THE PLANTING PLANS ARE DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENClc OF THE CONTRACTOR ONLY. CONTRACTOR SHALL CI-IECK AND VERIFY COUNTS AND SUPPLY SUFFICIENT NUMBER OF PLANTS TO FULFILL THE INTENT OF THE DRAWINGS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITl::CT OF DISCREPANCIES l:lto IWEl::N QUANTITIES AND SYMBOLS SHOWN. 2. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE, WHERE WEEDS ARE PRESENT, PER MANUFACTURERS SPECIFiCAllONS A MINIMUM OF TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OH IHRIGATION WORK. WEEDS SHALL BE ALLOWED TO COMPLETELY DIE BACK, INCLUDING THE ROOTS BffORE PLANTING AND AMENDING COMMENCES. (N'fLICA"lV'-To= "'-T-"TTC I..IG~D.) 3 PRIOR TO PLANTING, IRRIGAflON SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SOAKED 4 A STAKE Of< GUY ALL TREES PEH DETAIL. 5 6 B, REMOVE NURSERY STAKES ON All. VINES AND ATTACH TO ADJACENT WALLS OR FENCES WITH NON-METALLIC TIES. C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK MAINTAIN SIDE GROWTH ON ALL TREES. TREES AND SHRUBS SHALL NOi BE: PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS AI_L TREES SI/ALL BE PLANTED A MINIMUM DISTANCE OF: A. 3' OUTSIDE OF PUBLIC RIGHT Of' WAY B. 5' FROM ANY PAVING jlN EVENT TREES CAN ONLY BE LOCATED WITHIN 5' OF PAVING, "BI0- 1:lARRIER" ROOT BARRIERS SHALl. BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.) C. 7' FROM SEWER LINES 7. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCQVE;R SHOWN BY ADJACENT SYMBOL, TO WITHIN 12" OF MAIN PLANT STEM. 8 ALL PLANTING WITHIN THE RIPARIAN OPEN SPACE AREA (SEE TITLE SHEET LOCATION MAP) SHALL BE IN CONFORMANCE WITH THE APPROVED "EVANS POINT REVEGETATION PLAN', ON FILE WITH THE CITY 9 ALL MANUFACTURED SLOPES 3' OR LESS. 6:1 OR STEEPER AND ADJACENT TO PUBLIC SIDEWALKS OR STREETS SHALL 8[ HYDROSEEDED WITH NATIVE HYDROSEED MIX. 1 0. ALL ON SITE MANUFACTURED SLOPES SHOWN RECEIVING ''COP KIR" OR "MYO PAR" SHALL ALSO RECEIVE' GAZI\P,IA ''.,UPmlSE 1/ELLGW', PLANTED@ 12" 0.0. FROM-f'lATS AND "WHITE AL VSSUM", HYDROSEEDED@ 6 LBS. PER ACRE. "ALYSSUM" MUST PROVIDE 90% COVERAGE WITHIN 30 DAYS, (PER THE CITY OF CAf1LSBAD LANDSCAPE GUIDELINES). 11. ALL ON-SITE MANUFACTURED SLOPES SHOWN RECEIVING "SAC PIL" OR "CEA YP" (EXCLUDING THE RIPAf1IAN OPEN SPACE AR~A) SHALL ALSO RECEIVE ''ARCTOTI IEGA GALDIDULA (GAPE WEED)", PLAPHEO--@ 18" 0 G. FROM FL.~T8 MID "ESCHSCHOLZIA CALIFORNICA (CALIF. POPPY)", I-IYDROSEEDED@ 5 I RS. PER ACRE. "CALIF. POPPY" MUST PROVIDE 90% COVERAGE WITHIN 30 DAYS, iPER THC CITY OF CARLSBAD LANDSCAPE GUIDELINES). 14. CONTRACTOR SHALL HAND WEED ALL HYDROSEEDED AREAS AS DIRECTED BY LANDSCAPE \ 12 AIKHITF.CT AND/OR CITY INSPECTOR. TO ENSURE SATISFACTORY ESTABLISHMENT OF AREAS PLANTED IN THIS MANNER. \ ,, IF PLANTING OCCURS BETWEEN AU0'-"",-15 AND APRIL 15, JUTE MESH SHALL ADDITIONALLY BE UScD ON ALL SLOPES. TYPE OF JUTE MESH SHALL BE APPROVED BY THE CITY AND STAKED TO SLOP~$ AS RECOMMENDED BY THE MANUFACTURER. COY!:'~ CfOf' CAN=. ,:,WMINA~E.J::> NHeN JUTE l'S USED_ ~ PRIOR TO PRE-PLANT SPOTTING OF TREES, CONTRACTOR SHALL VERIFY THAT NO CONFLICT OF FUTURE ROOT GROWTH ANO WALLS OR FENCES WILL RESULT IN TREE PLACEMENT. ADJUST IF NECESSARY AND GAIN APPROVAL FROM LANDSCAPE ARCHITECT. RIPARIAN REVEGETATION LEGEND The following plant legends are from the "Revegetation Plan for Evans Point" prepared by RECON. dated 2/10/94. REVEGETATION -NORTHWEST AREA !APPROX o 44 ACRE! ~ SCIENTIFIC NAME COMMON NAME iilZ.E SPACING illlA.NIJn Baccharis glulinosa Mulefat 1 gal 411. O.C. 400 Salix lasiolepis Arroyo Willow 1 gal 4 fl QC 400 Sarnbucus mexicana Mexican Elderberry 1 gal 4 ft. o.c. 40 Arlemisla palmeri Palmer's Sage Liner/1 gal Groupings 90 Rosa califomica Wild Rose Linar/1 gal Groupings 90 Rubus ursinus Wild Blackberry Liner/1 gal Groupings 90 Vitis girdiana Wild Grape l. iner/1 gal Groupir1gs 90 REVEGETATION -DESILTING BASIN IAPPRox o 24 ACf3El [L SCIENTIFIC NAME CQMMON NAME S.lZ.E SPACING OIJANIIJY Baccharis glutinosa Mulefa.t 1 gal 4 11 o.c. 100 Salix lasiolepis Arroyo Willow I gal 411. o.c 10J Sambucus rnexicana Mexican Elderberry 1 gar 4ft. O.C 20 LU Artemlsia palmeri Palmer's Sage Lirler/1 gal Groupings 45 Rosa californica Wild Rose Uner/1 gal Groupings 45 Rubus ursinus Wild Blackberry Liner/1 gal Grcup1ngs 45 Vitis girdiana Wild Grape Lincr/1 gal G~cupings 45 RIPARIAN ENHANCEMENT· LARGE SHRUBS & UNDERSTORY SCIENTIFIC NAM f Burler Zone Tree Species: Platanus racernosa Ouercus agrifolia Salix gooddingii Salix hindsiana Salix lasiolepis w111ow Underslory: Artemisia palmeri Rosa californica Hubus ursinus Vitis gi rdiana Oak Understory: COMMON NAME Western Sycamore CoasI Live Oak Black Willow Sandbar Willow Arroyo Willow Palmer's Sage Wild Rose Wi Id Blackberry Wild Grape QUANTITY As located on plans As located on plans 5 & 15 gal 4 It. 0.C. 1 gal 4 Ii. O.C. 1 gal 4 It O C Liner11 gal Liner/1 gal Llrier/1 gal Liner/1 gal Groupings Groupings Groupings Groupings (Go<i>) ('31) 10 45:, 907 225 225 225 225 Heferomeles arbulilolia Toyon 1 gal 8 11. O.C. 136 Malosrna laurina Laurel Sumac 1 gal 8 Ii. O.C. 136 Ouercus berbendilolia Scrub Oak 1 gar e 11 o c 136 R11us inlegrifolia l.emonade Berry 1 gal 6 11. O.C. 136 Sambucus mexicana Me;i;ican Elderberry 1 gal e ft. O.C. 136 ( All slopes within the Enhancement Areas shall also receive the Native Hvdros0ed Mix Apply ocr soecs,J ALKALI MARSH ENHANCEMENT AREA tAPPROX 1 57 ACRF) SCIENTIFIC NAME Anernopsis californica Jaumea carnosa Frankenia sallna COMMON NAME Verba Mansa Fleshy Jaumea Alkali Heath S.12..E Plugs Plugs Plugs SPACING 4 fl. O.C. 4 fl O C 4 11. O.C. OLJANIIIY 175 175 175 Revegetation Area Notes: 1. All work conducted in the revegetation area shall be in conformance with the approved Revegetation Plan. 2. The contractor shall be required to review the Revegetation Pla11 prior to starting any work i:1 the riparian area 3. Specific plant placement for those plants listed for groupings, shall be established in the field to simulate native habitat patches and approved by the Landscape Architect and Project Biologist. NATIVE HYDROSEED MIX (See specs for hydroseedlng information) SCIENTIFIC NAME Artemisia californica Artemisia douglasiana CastHlej,;:1 exserta Collinsia heterophylla Encelia californica Erlogonum fasciculatum Friophyllum confertiflorum Eschscholzia californica lsocoma menziesii Lasthenia cllrysostoma Layia platyglossa Lotus scoparius Luplnus succulentus Mlmulus aurentiacus Nassella pulchra Plantago insularis SaiVia mellifera Sisyrinchium bellum Vulpia rnyuros var. hirsula COMMON NAME Calilornia Sagebrush Mugwort Purple Owl's Clover Chinese Houses Common Encelia California BuckwheaI Golden Yarrow California Poppy Coast Goldenbush Goldlields Tidy Tips Deerweed Arroyo Lupine Red Monkey Flower Purple Needlegrass Plantain Black Sage Blue-Eyed Grass Foxtail Fescue POUNDS PER ACRE 1 0 2.0 2.0 2.0 4 0 4.0 2.0 1 .0 1 0 1.0 1.0 4.0 2.0 1.0 2 0 2 0 1 .o 1.0 .4....Q TOTAL POUNDS PER ACRE· 38.0 ;,;~}i\J4' ;1,,~,t_~So ~ I[•····--Ji..-~ tv ..,_- (...,'":\ -~ :..-I ~~ PLANT LEGEND SYMIU EJOTNvlCf'J NN,IE W411CNtwdE $?f TREES CED DEO Cedrus deodora Deodar Cedar 15 Gal. & 24" Box CE_H SIL Ceratonia siliqua Carob Tree 5& 15Gal. EUC CIT Eucalyptus ci\riodora Lemon-scented Gum 5& 15Gal. EUC NIC !eucalyptus nicholii Willow-leafed Peppermint 5& 15Gal. FUC SID Eucalyptus sideroxylon 'Rosea' Pink lronbark 5& 15Gar. GIN BIL Ginkgo biloba Maidenhair Tree 15 Gal. & 24" Box KOE Bir' Koelreuteria bipinnala Chinese Flame Tree 15 Gal. & 24" Box Lf\G IND Lagers1r{J'.mia lndica Crape Myrtle 24" Box UOSlY Liquidambar slyraciflua 'Palo Alto' American Sweet Gum 15 Gal. & 24" Box Ml:'LLEU Melaleuca leucadendra CaJeput Tree 15 Gal. .. "S.:Y!.:l PIN CAN Pinus canarien.sis Canary Island Pine 15 Gal. & 24" Box PIN PIN Pinus pinea rIalian sIone Pine 15 Gal. & 24" Box PIN IOH Pinus torre:yana Torrey Pine 15 Gal & 24" Box Pl A ACf Platanus acerifolia London Plane Tree 15 Gar & 24" Box Pl A Rf\C Platanus racemo~a California Sycamore 5& 15Gal. POP NIG Populus nigra 'l!alica' Lombardy Poplar 15 Gar. & 24" Box PHU KH/\ Prunus 'Krauter-Vesuvius· Purple Leaf Plum 15 Gal Ollf' AGR Oucrcus agrifolia Coast Uve Oak 5& 15Gal. TRI CON Tristania conterta Brisbane Gox 15 Gar. SHRUBS ACA RED Acacia redcler1s Prostrate Acacia 5Gal. AGA Af'H Agapanthus africanus Lily ol \he Nile 1 & 5 Gal. AREl UNE Arbutus unedo Strawberry Tree 5Gal. 1,ou SDR Bougainvillea 'San Diego Red' Bougainvillea 5Gal. CEA JP Ceanothus 'Julia Phelps' Ceanothus 1 Gal. CIS PUH Cistus purpureus Orchid Rockrose 1 Gar. IJII-HIC D1ctes bicolor Fortnight Lily 1 & 5 Gal ESC FXO Escallonia CKoniensis Escallonia 5 &15 Gal. ll[M SPP Hemerocallis Species Dayily 1 & 5 Gar. ll[T ARG Heteromeles albutifolia Toyon 5Gal. HIB R-S Hibiscus rosa-sinensis Chinese Hibiscus 5 &15 Gal. RIB SPE Ribes speciosum Fuchsia Flowering Currant 1 Gal. I.AN MON Lantana montevidensis 'Sunburst' L.antana 1 & 5 Gal. LEP SCO Leptospermurn s. 'Pink Cascade' New Zea.land Tea T rec 5Gar. LIHMUS Liriope muscari Big Blue Lily Turt 1 & 5 Gal. PEN SE·r Pennisetum setaceum Fountain Grass 1 Gal. f-'1I 'WHE' f-'it1osporum \obna 'Wheelers Dwart· Wheelers Dwarl Pi\losporum 5Gal. Pl! TOB Pittosporum tobira Pittosporum 5Gal OUE OUM Ouercus dumosa Scrub Oak 1 & 5 Gal. flAP '8AL' Rhaphiolepis indica. 'Ballerina' While Indian Hawthorn 5Gal f1HA 'CLA Rhapltiolepis indica. ·cIara' White Indian Haw!horn 5Gal. I1HU INT Rhus integrilolia Lemonade Berry 1 & 5 Gal. TEC CAP Tecomaria capensis cape Honeysuckle 1 Gal. XYLCON Xylosrna congestum NCN 1 & 5 Gal. !i!iOUND COVER AJIJ REP Ajuga reptans 'Gian\ Green· Ajuga Flats BAG PIL Bacchars1s pllularis 'Pigeon Point' Coyote Brush Liners +-fL-A"'t"'S CEA 'YP' Ceanothus griseus horizontalis Yankee Point Ceanothus Liners COP KIR Coprosrna lor1<ii NCN Liners IJ~L ALll Delosperma 'Alba' While Trailing Ice Plant Flats FRACHI Fragaria chiloensis Wi Id Stawbe rry Frats G/'Z ·sy· Gazania 'Sunrise Yellow' Gazania Flats IVA HAY Iva hayesiana Poverty Weed Liners MYO PAR Myoporum parvifolium Pink Myoporurn Liners LAWN Marathon II NCN Seed CH'(Pfi!O~I--' ~ 6 1-eie,,.I !C '-"."l~· ('~e ""Fl=G"~ ) C::,f) VINES CAM RAD Campsis radicans Common Trumpet Creeper 5Gal FIG PUM Ficus pumila Creeping Fig 5Gal. MAC UNG Macfadyena unguis-cati Cats Claw 5Gal. "AS BUil T" APPROVED FDR PLANTING AND IRRIGA TI □N □NL Y, DATE /!•-,_, ~ . ;-, ~D'J'6 I .. ~ )'}q ,:-,, INCLUDING PRECISE LOCATION RCE: EXP_ ~~~nin~ --~~--11003 .. llilll!l!!II '" Assoc i a es ------!!!!m•••u lit" Lnl">d Pbnnlnt;i li1 Urb::Jn ~Q"I I!! Ccrrp.,1...-Ll;n(1k:vm ~ DATE INITIAL ~NGINEER OF WORK 1L /FfW,~\'t- OF . -· REVISION DESCRIPTION PLANTING AREAS, : I -- DATE IN1 nAL r OATE INITIAL OTI-IER APPROVAL CITY APPROVAL REVIEWED BY: INSPECTOR DATE LThJ CITY OF CARLSBAD ~ PLANNING DEPARTMENT 9 2- I PLANTING LEGEND AND DETAILS FOR: EVANS POINT ---,• APPRO~Q; .. · /,-(: y cY /i7,f"' /?'-? <'.._.-" .,•· ASSISTAl'd p[li~i'll~G OIRECfOR r5AI~ DWN BY: PROJECT ND. DRAWING NO. CHKD BY: CT 91-3 335-?L FJELD BY· CMWD 85-309 1--w w I (J) w w en 'I° .... ~···•"';.'.o/,.,}:~,:.::: ' .:.c· . ", 1 1..) ~..; .. , .,;:i < . ·"{ " . 4a2 c_-;-,__~ j" f ·-..f. •• -/ _< ~,..,.,,'" ' : . '·342:2 SEE -\-/· ';JJ ' . I \ . ' ' ~ .._, ;:;j\~- SHEET \ -.. ,,~'!I, ··.\C . /,,_ /. ~ ,,· / 20 0 - Liners ®' ;·zteiJ , Liners ·(~ .;<K I V, J _,_..t,<" ~-; /) /11:,i ;_ . ' ,·.) ' 'f ,C';jt·-J • '.! 40 r 80 -- GRAPHIC SCALE SEE \ \ \ ' \ . i' 1/ I I I SHEET 2J'7 . ,_ .~ ,, . ' \ 2 PINT 15 Gal. j ' \ 10 5 Gal. . 72[ -· >/Yt'c' 'r"C4?f(!tp;2}v··: f'E:, ~-7 '· .•··· ' \ . . .l-t ~i ~\ . --s. I '.\ .3· '~r'" ·, \ I \ ,. r-,- A• .. · \/~\ r "" \ I, I \ .;,;;; ·, I ' 1~ ; :0 .. -,:. .....----"-·· 1; \ \. 4099' @""·\. [t~t-~ \ . . rf). o/, • .x . . ... • . 9-• I ~ ·...., ' 9 \ ,. \ ....,._.,.::.,-y---·. -._-... ' . ~ _::; 5q · V C.:~7, Ill Lol'\O PIQnnlng Iii LO~p,i, ,.."='~""' ,,,,~'°...,, ·:-; ' ,;,: "'(J -\~ ~\,:,, -~,.., . ,,...,.,....-,- .. \ ''"'""",,r••··~"'~ \ \ ' FOR PLANTING LEGEND, SEE SHEET: '" I I FOR PLANTING DETAILS. SEE SHEETkS)· 14 FOR PLANTING SPECS., SEE SHEET( ). 0e;-0,;, APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. 1"'h~..t:i,';' __ ,/':l~-f-:_-_c-,_-:_T----------------+c.:N_:_:AT_;_l_;_V-=E_;_H;_:Y-=D.:..:R-=O-=S-=E-=ED::_::M.::;IX:.:___,[;J .1 ,----------------14 1 . , . ---------·---t--~A~C~A~R~E-D"'------@ 1 Gal. .· .. i!Jl.!'3/t! ,' j\"!::' '~----· ,,._<.we + ·ptf: .· ... ,/ ', .. • ·rtre!fll-. Liners PEN SET 1 Gal. G4'0C. "'------("Keep 3' 'ror"'l SidRWalk) 1B TRI N 15 Gal. i 21 -1 Gal. 21 -5 Gal. -"'<'1-____--+--'-'HLbEiT.r:A"-R""BL__ __ -----i H (Dis1ribute Evenly Throughout) Z& ? 1 Gal. --t~C~E~A~J~P-------<Q) (Keep outside of R.O,W,) ~ \ ' 10 PIN PIN 15 Gal. 2118 ·--• I ' 5 Gal. 5 Gal. E 5 Gal. 40 - 2.7 Z.7 MA 5 Gal. HEM SPP 1 Gal. e~1'oc 36"Box ' .. !J/?.:, IC ~ff'-. , LL) MI JLC.H Tlif"l.l -Dlfl - ~ ,.___.,, [ c, f Flats AJU REP @ 12" O.C. [jjj {~ ! \ 0 \ • \ KEY MAP \ 1 ii , . , " .,.,, .. \ ,,,;>:/ "AS BUil_T" DATE RCC: EXP. RC:Vl~'lff.D BY: .. -- INSPECTOR DATE ~ CITY OF CARLSBAD ~ PLANNING DEPARTMENT -0 PLANTING PLAN FOR; .. EVANS POINT .. • -,./' .. ,.-c; ~ -' I ( ~_) L-_? [../, (, ;,· -.. -c,,c ·•' •• -· I,_,.-' ASSISTAN'f PLANNING DIRECTOR I I DRAWING NO. OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: CT 91-3 REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: 335-?L CMWD 85-309 ------------------·--···~--·---. \ ' \ 40 20 0 40 80 ---- GRAPHIC SCALE ! .It ii '. -~ (Yi' N· ~- SEE 2 -al. CER SIL Z. -15-Gal. BA PIL Liners @l~'O.C NATIVE HYDROSEED MIX • \....... ________ -----------L,-n-e-rs-+-_,~_,_v1-"'~-'-.~-'-'t"-Y'-------~111 : I I I I AOL-------:L Planning --___J--11 Associates --~mimii ~ lo.-..;:! Pk,n!'iir'!Q fill! La~GCJ~ A,r~hl'!'v<::tuf<!t Ir Urbon D=ign Ii Campl.l!u-r L..aridform MQQl.'llvi~ FOR PLANTING LEGEND, SEE SHEET; 14 FOR PLANTING DETAILS, SEE SHEET~S): 14 FOR PLANTING SPECS., SEE SHEET( ): $· ¾ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. . DATE INITIAL ENGINEER OF WORK \ ., ~ .. , REV, ")N DESCRIPTION -· PIN AN (min. 3' outside of ROW) 0 MYO PAR Liners @1B"oc '2-D-1 Gal. EDUM 0-5 Gal. '-------~::....:_...!.._,a.fil---1-__!d.l.!.!;._!d__l.,)_j\,JL_ ___ _f G/ 4-4 - 0 7 15 Gal. "AS BUiL T" DATE RCE EXP. RE\/IEWED BY: ~ INSPECTOR DATE ~ uTJ CITY OF CARLSBAD PLANNING DEPARTMENT ~ 2- PLANTING;PLAN FOR: EVANS POINT t;;plj ~gw ASSISTANT PLANNING DIRECTOR -DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: _ CT'91-3 OTHER APPROVAL CITY APPROVAL RVWD BY: . 335-?L CMWD 85-309 I I ' I ' ! Q 0 11111111 -' ., Liners 0- -4 -5 Gal \ u \ ' { ' ' I r:-;, -15 Gal. 'l Liners ' ' '\ ' ' · s Gal. (i~ 'IJ/'eN 981$ / R ........ , CER SIL IVA HAY @i50C. 40 20 a 40 --- GRAPHIC SCALE SEE l{)f, f,340 ....... ,•··-,···"' -., ,. ' ' . \ '· \ \ 80 SHEET · 2-4 () \:::, '\; '-l) ' , __ @ ,/ . ' ~ ......... ..._,,,.,.,.,,...,,··' [zMT} \ ' , e ·'··' . ,,,,,_,,,.,s<•-•· •~:"~-~~::,~:~•~•,: •t•~,::~•"~•o,,.A::~.~• ';:• .. ~"I,\ ,: .. •• •• ? ,·· '~ 'f"'<--<::~~---~ o-,, .,.,• .,~'-."~~'tV\,,,\, ,_.-c--,,...v··~-,-·~ -::_'.;~:::~~/:-·_.,,...,. ff,0. 00, SEE '' 2 ' 18 -- @§8] AOL Planning Associates II La~ ~Or"11"1lt"1Q II l.<:;,.n<:;bc::Cp,;t Ar,:;:l'iikt¢h,m;t a: ~u1&r L..al"ldform Modetng c:r ' ' \ SHEET ::, /1/ '/ .,., I . '~- @1:-[J / ··-,• ,;)I" ' .:..> ';-'- ~ 01". 2"· 1 221:fJ - ·® \ ---??l S /~~~' e,;·,_f SHEET 0AD ----- -.927<)' ' ~ 1-w w :r: (/} w w (/) z+ b zo 17 "'I- ~ 7T 1 Gal. Liners 42-TE AP 1 Gal. -1 0 10 HI R-S 5 Gal. 7 TRI C N 15 Gal. 42.. 5 Gal. Ct> IT 5 Gal. 1 Gal. RH INT 5 Gal. [_ (Distribute Evenly Through:::iut) • 1 G I HET ARB H -5 Gal. (Distribllte Evenly ThroughoLt) P KIR Liners @" IBO.C. • "AS BUILT" RCE EX?, REVIEWED BY FOR PLANTING LEGEND, SEE SHEET: 14 ~ CITY OF CARLSBAD -OR PLANTING DETAILS, SEE 81 IEET(S): 1"! 1--~-+-~-+----~---~-~~----4-------l~..,___Jl---~--1----------1 2 FOR PLANTING SPECS., SEE SHEET(S): ~0&, ~---PLANNING DEPARTMENT PLANTING PLAN FOR: EVANS POINT DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS ....._..D_A_TE--l--lN-IT-IA-L-l--------------------i--D-AT_E_4-IN-IT-IA-L--I--D-A_T_E--i--lN-IT-IA-L-I g~~D 0;{,-_-_--::_-=:_-== REVISION DESCRIPTION cNGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWO BY; PROJECT NO • CT 91-3 I DRAWING NO. 335-7L CMWD 85-309 ~ w I.LI :t: en w w (/) :-•\ --"{:) ". ' .J' \ \ ------.... __ ·- ,.,:"'4""'"' ...... "'"""', ... , . .t<"" ·-....... \ ~ " . ~" . I \ •-. -~-.-,;,· •, 1 --~-.,~ -.. ' I ! I i __ , , I I I I / SEE SHEE·r 17 SEE ' ' ;'--.. '/ 1 _____ ---.J @-,. __ 127'--;--t---,;-;-'-T""-EC'::;-;"C"'A"";P==--· 1 Gal (Keep 3' from Sidewgl<) PIN O -24" Box . 15 Gal. (min. 3' outside of ROW) ' / .... ,.,, ... ~ ... ___ 1,.µo;,~c__c:._---1..,'~"4,:,-,-L1LJ.1.~-'-:-=----:----:--..., t;.O _ (Distri:)uJg Evenly Throughout) (Keep autsido of R.0.W.) 14 TRI N 15 Gal. CV 147. 9 \; ,;,,....... -. (!\{)I --\.... "-__ -fJJ'ld_ Shi(! . ---.... . ' _ '""'''"'*-">'•%-·,, ,.-......... "-.....{ ........,..··---v~ >'21 Pl B (f.FJ-+----';\q~G;;:;a-;1-. -----j-......... ,-::'-.. ~~-.----.--.-._.-~-----------.,-"\ \ I ,-,.......,.............,... 7b ., t+ ,,., ' :. --..,-+-.j...- 22- 40 20 0 40 GRAPHIC SCALE 80 @ 8 ... ,.,·•······® /.;::::--· I>, //'('{, ,, c' /,-' fl' _I/( _ _, 'ik._ .. , j I ( .,..; ~ ' Liners 17Z. 5 Gal. 0 -5 Gal. 21 -15 Gal. le> 1 Gal. o -5 Gal. 1~-15Gal. SEE l I @16'0.c. GER SIL QUE DUM UE AGR . \/ (fl)/ I ~~;91~. / 0, ---':Jx 'J:; SHFFT ' \. l I l,w, AOL ----. --_··---·---1L Plan n Ing ----lfflm1111rn: Assoc i a f es 1ill11tmmu Iii Lor,d P1onnlng Ill Urban De-!.lgn a Corrovt""" Lcmutorrn MOO<tl~ng "· 1: ,'o'!! ,1,, 1_,l" .. ·-@. !.112,3 J·· . -;-. . '-" \ ' '\\ \ •!t1f ~i~ -._, ••M-, "'•,, ,,....._' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DA TE INITIAL ENGl!EER OF WORK ~-:c'c:l 1...~ , .. ~-)' .a4,~/ :i:,,, ... -~ G,~/ .-'5, . ,1 ' _-. < . ./1. --',,~c,r' t;i' . '~~ ' ' REVISION DESCRIPTION @ Lt'f"' 3· l ' I , I i ''1688' ' I , I ' ' ,,_,.,ll I . " al. Gal. I I ·' rt /.·'-✓ ·'j ,' : ' ' /. ,f : ,-' .. J : ( 'f ,· ' .I. , ,r,, -· .:, / . / ./ I I ' / ·"/, ' /" .i' .' , , . j ,' ,_j . , l , ,' .'/ 'l / / ,· ;'. ·/ < ,y' c''. /' ; ./ ! I / ,, . ., I,./, ,'/ 1 , I , { : I , , ; EU ID (Distribute Evenly Throughout) .~1 ,.-...., ~3"!tom Sidswa4'<) I I PIN P N 15Gal. -0 B DR (Keep 3" from Sidpwalk) I _I .-... J -... , 5 Gal. , -/ (-.1 117(-)(¥-~L__c:-q,~~--.'--,--~$~0'._:---+~+~~~~:;;;;;;;-~---{) X B"? (J, o _ (Dis;ribute E11enly Throughout) (Keep outside of R.0.W.) ' 7 EUC CIT -0 17' \' 5 Gal. -"!JI-------Jf----"cl-'-ii./H~~~',-----. ~_,,_,, :-'--~Co~l ,----+_j_HllJIBS!...!JRc;,-S_,__:--"· •..-'>'"-' s----tC) SGal. ·1-¥ . .I l _> 15 Gal .... cJ ""'$,: ACA RED 1 Gal ·e:,~ LEP C _,,.---,------=':::--''c---t--'"""---"'"'-'""------(Z 5 Gal. 5 Gal. BUil T" RCE EXP. REVIEWED BY, INSf'ECTOR EVANS POINT DATE OAT[ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: API.- CHKO BY: Ap1,,-- RVWD BY: PROJECT NO. CT 91-3 I DRAWING NO. 335-7L CMWD 85-309 SEE • .. ',. ,:: -~e:-~~~- \ ---... .,;.--~ _____ ., ----- ... ,--,'·;c--------. ----/ z \ _./. _ _...---)--------.. -' ' ------ 1 \,-~ _,,,.t:•· --------------- /, \ 1 ' '''Y,4;·~~~---_:-:.----·· f>--' A._~/., f / ' ,..,,. ,, __. ; ,/ /" ,/" -----" ,... ll' --,•' u•• // < ,'' ' / / / /,.,. I/ , __ ' /1 / ·' .. / i /_ _, .,.,., .. ~ ,.,., ........ ,., ,.,,., +•~•,w-, "'+»', - l .Y\ ... , ii } / / { , ., I ·--•--,,~ "'••~,,.,_,,_,,,w.......,,....,........, _,_,_. -- \ 40 O \ ' 0 \ \ l / .,, : I ' / .I ! ! i 40 - --GRAPHIC SCALE SHEET 'Z1 / 80 .w,.,, '«' '•·~-w, , '~•-""' SEE ADL . --Planning Associates SEE \ "- PLANTING AND APPROVED FO~CLUDING PRECISE IRRIGATION ONLY, PLANTING AREAS. LOCATIONS OF DA H: INITIAL ENGINEER Of WORK ~-l ~ I 'II/ I , . I -' I \ il M 5 s REVISION DESCRIPTION -, ,......_ __ Liners 15 Gal. '?Z· · 1 &al. ?,,2--':i Ga I. 1~'114s,-~l?s fro,4 0 1 5 Gal. 1 Gal MY PAR ., C @IBO. - tside of ROW) Xl'L CoN I Throughout) (Dis1ribute Even Y QlJE OUM nly Throughout) X .._, (N 0 _ 5 Gal. F 'l _ 15 Gal. w L&J :I: {/) •~,, '"----, _ ___:::-_'._'_:lilc;• ·-v,~=---',~ - 10 1 Gal. 7 5Gal. LAN MON OlJE AGR ESC EXO 0 -@ I DATE --1 INITIAL ER -APPROVAL 0TH ' I -·, ., DATE I -INITIAL Cl TY APPROVAL Liners z,e; 1 Gal. BAC PIL @ 1e;'o_c JEC CAP 3UIL T ~,~ .. ~ ----(C'X"P''-RCE REV.EWE D BY: " ----INSP.~EC'TTno,Rt ARLSBAD ~4 CITY OF ~EPARTMENT ~ PLANNING I PLANTING PLAN~: ANS POI NT v2 DAT:: V ~-9_5,:-/ I ----:;'~-~'i', -~-~ 7'.--~•J~ /,~N~N~IN~G~~Dl~R~E~C~f Of~Rfif==11 DR AWING NO. ASSISTANT PLA PROJECT NO. 335-7L OWN BY, ,A;-;_ I CT 91-3 CHKD BY, _ RV.WO BY: CMWD 85 309 1-w w I (J) w LJ.J (J) •• I ;---~ l_ 98. 1 _J SEE [_!34 ~,-"•" ,. --- " e LONG f E LLO'-N ' I I I i I I, I . ''" '. I / .·. I I I ! ' '2- 15 Gal. 18 1 Gal. SHEET SEE 40 o/0 [?~ci J (§ 20 '·· . ~' . . ~ '\"\ .. , ' " >----' j3 i 1 ·--··· .• ,.! 0 <O -- GRAPHIC SCALE / , 1 Gal. l~l -IG,,J. lF.iO • 5 Gal. \ 1 Gal. .. :·:.,...., ............... /i::-'r ... :;_4 ·1 ... I °L 5 , ....... J AJU REP Fla1s @ 12" 0 C ..., " .,,_ -' . ·,. 4~~"--,._~,.,~"' ',._, ,,. .'J ,.·. ,. i . ., I i. __ r '--< I -- oO ~ c-\< 1(/ -==~ 41- 5 Gal. LIR MU 0 SHEET ll1: lond Plonnirq & Land~c-ap,s, Archltectu1e TE AP (Keep 3' from Sidewalk) 1" ·-:- •·· .. \) . . ~ ~ .. ' . (min 3' outside of ROW) . i....x:.o,..-rl!-E, ,;7,,AL ~ ~E. -4=;,i,:::, ..+,:-"';=-·=··~ -~=B::.;:f:_, ~C)_· ----~1 e,~-t--fil!,l:L!.!I!!.!;;__ __ ------{U 5 Gal. ~~_:_ _____ ----":'i.':'ac"oc'-. -t--"..u,,.H""--'l'""N...,T __ ~-(9 .. 1 Gal. (Keep outside of R.OW.) Liners • l / .__ . -7.~~~, -----~~...-, • \ ' -~Flats 'f. .._,:::SS:,::;-. .-/ ···-•--~'"-,-= -~ 40 KOE BIP 15 Gal. (min. 3· outside of ROW) ' T40 PITT B r 5 Gal. p KIR -~ I Liners @ie:·o.c. ' ' / 2f ID I ,; 15 Gal. ' . _ _._;....~_:__~i.l!--l----,:,c,.Ll.~a:L-::;---;--::-{ X (Distribute Evenly Througnou1) PR KRA {11'1!ep•"1l!sid,rntftO.W.t 24" Box Wi \p8Cln De8lgn !jg CornpL.tur L,:mdfmm Mod,;oUng CED DE 11? 5 Gal. \ \ I ; .. ··., ' ~\ ' \ \ '-... "\ ',\ \ ,-_ \ ) . I I J I I j I I I i I / / I I , I i I I I i / ' 75 N 15 Gal. 72---- 5 Gal. '•M• 1JQ LAN N 1 Gal. I • ti AM RAD 5 Gal. RCE EXP . REVIEWl:D BY INSPECTOR FOR PLANTING LEGEND, SEE SHEET: ''.1 [siirnl5. CITY OF CARLSBAD FOR PLANTING DETAILS, SEE SHEET(S): 4 1----l----'1-------------------t----t--+----+-------t ~ PLANNING DEPARTMENT FOR PLANTING SPECS., SEE SHEET($): %-~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE INITIAL DATE INITIAL REVISION DESCRIPTION DA TE INITIAL CITY APPROVAL PLANTING PLAN FOR: EVANS POINT OWN BY: ___ PROJECT NO. CHKD BY: --CT 91-3 RVWD BY: DATE DRAWING NO. 335-?L 5'162 Lo fioce Court. SuitE> ~-Canst)Oc, CA ~ rAA:(b 19) '>~ 1-264.5 (b 1 \/) 11:n-ao31 ENGINEER OF WORK 0 THER APPROVAL D 85-309 r-- N 1- LLJ LLJ :::c en ------ @ cg14 I Liners 1 -I I I I \ G \~ EA YP @iti'O.C. Liners • @ e&D --------\\. -- Q W-SGal. (;j}) @ ~~ 1~ L~~zJ es.ol ,.. I: \8 ' "' ~ I I I \ \ )-----'?1'70~-_::_· ~1 ~I~. +-;;:,12H~ET~A;:RB::;;;;-;;;;:;;-,:;,:;;;;;------, H '!-1 . 5 Gal. (Distributo Evenly Throughout) o . 5 Gal. 0'? -15 Gal. 1 Gal. (KB~p 3' from Sidawalk) 51 EA P J1---1,-'G~al-_ -------j-S&!Cl..!.!J'--------------- 40 20 0 40 80 --- GRAPHIC SCA.l.E 21 ---~··,_,..,...,..,... BO _l ,_ ..... -- <® 1 qo. 8 \ SHEET 2f I \ @J 94., I @) 94.5 ! \ \ I I I I @) , I \ I / f>II; {')9. 9 I /I . z6 ~,,.,-.......... /" "}I 1/45) t\ ___->'~ ~ 9/. 9 @ 1106.3 1 / 115.2 \ ~&. , ....... ~~ '-,, <<a"·."' 'F,f--"Vl'~ ~~["\ t.. ~ f "-- ~;:;>,,;.-·_ ~- ""-it'~~~~~ -~·,. __ "" I I I I /St so, ®\\ r--11-:---::3=~.--3C"71 \\ /,5,? <5 / ® "~ I 140,7 I ' I I ! " I I FOR PLANTING LEGEND, SEE SHEET· 1'°' [ 88.9 I 8 I 1~3.0 ', -ii> 8 J/6.0 86.0 I @l If G ,, SEE @ [ //1.G ® I ' I ii ~-I 'ii 1 15e,7 I " I SHEET 0 ?G.O r I @ I I ' fy I ;& 14!.4 I I I I 70. Cl?! I ---....... /1'14s,..€'R.~ --.....J .wZ-:=-!~~~'b~ \ SEE SHEET 2:Y \ ' ® 1144. 7] :z_ :2- 1 5 Gal. LI STY (min. 3' outside of ROW) 7f:':, TRI N 15 Gal. CLA ® (DistributR EvgnJy Throughout) (Keep 3' from Sidew~lk) -ro , EUC IT 5 Gal. K E BIP 15 Gal (min. 3' outside of ROW) 1 z__ MAC UNG 5 Gal. 1 Gal. fi/;_-!;,--f___[R.1tAl.LP----"B=----0 Ct, 5 Gal. 9 24" Box :Vf HIB R-S 5 Gal. AJU F'-EP [H FI...ATS @IZ:' a.c. 21>;? BOU SDR • 5 Gal. "AS 3UI LT" DATE RCE EXP. REVIEWED BY: DATE FOR PLANTING SPECS., SEE SHEET(S): 'o/7· '-"' I PLANTING PLAN FOR. ~F~O~R~~PL~A~N~T~IN~G~D~E~T~A~IL~Si,~ SE!E~~SH~E!E!T~(Sf)i:= 1'"1~0~r~t==t==================t==~===±==t=j EE===t=t==3~=============================t=t===~t====tt===t=t==33 l~=E==V⇒--~s,=NS::::z:=PO=l=N~T~~= AOL ----~111::w ~~Z~i1~~es ----------;;;lli1E@ ·-;7 2 il> E-9-,9c ,.. ASSIS1ANT Pl.ANNING DIREyTOR APPROVED FOR PLANTING AND t==r==+=------------------1-=:i==t==t=:=:::J ~~~~~~~~~iP~RO~J~EEc~T ~N~of. ==TT5ioR'liA~wiTT1NTEG~~oif..~ IRRIGATION ONLY, INCLNUTDININGGAPRREEACSISE t==i=::=+=--------------7cciAA2!TEC~1NIT1T~1•[L !Jo~A~T[E i}B1NIT1T~1AqL gR~v;o 0 8; 8 ~y' .. ----C.T. 91-3 335-?L ' LOCATIONS OF PLA ' DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL " ENG:NEER OF WORK CMWD 85-309 zo 15 Gal. LI TY (min. 3' outside of ROW) 40 20 0 40 SEE I RIPARIAN ENHAN EMENT I (Sea Riparian Reveg:Legend) BO ---- GRAPHIC SCALE SHEET 2D ------- ' IB ® ~ ~ 'i'. 7"',4 l l~ 1 17.z Lo-r 1 J\;] ;..\ P 82 3 AOL lli.!i nw: Planning-_------__ wlt2 Associates ------lll_ililii! ti£ L□nc:bc:c;:,p .. Arc;:hliR<:i\Jr~ SEE /'? 5 Gal. ~o 15 Gal. Jl"EiV 5P4CE ~-- --- ® ' @) ~ I , @ " 2 77.,.t,j !!2 @ f "i ' 78.z, 1 8 ~ l 79.! I ~ " I 80, C j, I eJ ® ' q:j .~ ~ r,_; [ ~ 81.Q ] Flats @1e>'D.C. E yp Liners @15'0.C. 41 OfEN Sf'ACE 2-'rl'> CEA JP ----------c'1 '=G'-"al'---. ----1f------'""='--'--"-'-------{J _,,, RA'"' PfL ;~ Liners @IB11 0.C. \ \ \ SEE SHEET z+ FOR PLANTING LEGEND, SEE SHEET: 1"f I FOR PLANTING DETAILS, SEE SHEET~S); 1"! ' FOR PLANTING SPECS., SEE SHEET( ); 00-~ I APPROVED FOR PLANTING AND; IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DATE l~ITIAL REVISION DESCRIPTION cNGINEER OF WORK SHEET zcr I 'Tf,'J"1 TO W',I__L. @ ~g @ -<::I B <;;:, . It) 8.3.4 I 6Z./ I ~ DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ,.,....-,--~-------------- tJ6.Z 84.2 f,60% "AS BUILT" RCE EXP_ REVlEWED EJY: INSPECTOR LlZj • CITY OF CARLSBAD I _PLANNING. DEPARTMENT PLANTING PLAN FOR: EVANS POINT /7 . 1-w w ::I: Cl) w w Cl) DATE JATE SHEETS : 5~,I v< __ ,;i(t (/ -· . ASSIS¥iNT PLANNING DIRECTOR E ,9-9~/ -----1 OWN BY, I PROJECT NO. I DRAWING NO, CHKD BY, CT 91-3 RVWO 8Y, 335-7L CMWD 85-309 I I Nt:5?41/7'E -~,,/8 rJO ' I I " Y'Z3°24 '/,''E /,5 c'.V' ,, ·- ' I , l -1 _J, ' ' ,- I -,- L -r --- I I - ' J ?,] r: EL REAL 14 2 7 7w , C -------1,.-. --....;,~-1-----... -. -.--------,,,----0-----------~----~--~-------~---------~~~----------:-c J-\.P. f'L 208-020-30 \ \ (See R,panan Reveg Legend) -------~ -- \ , \ , , , ~ I -_____ · ..::::::..~ --~ ---- ,< _ _, ' . ' / / /, '. ft"- / " ' ' \ ' / / / / ' / /, . / - , /\ / . j< ' / / V ✓ ---WETLANOS LIMIT LIN£ -' ' ' ', \ \\ ~:,, X -~....,_ \,.. . ' "" \ \\~/ \~ \ . "'i/ □-----J.f.JB:µlft,A~B::1Jle.Ar:tN..tB!:tEJ1V..1;;E~G~-:.JD.LtE~S1LILLI ~BA'!>S>ll'IN"----------------- ' (See R,panan Reveg Legend) .- \ 40 20 0 40 BO L,RAPHIC ':;CALE \ \ I I ~I I } -----j I / ---+---+----------t-----I I I I 4-------'/ I J / / I I (See R1pa11an Reveg Legend) / I-- ~-----+ -- -------'"'\.. '\ \ ) . I ---l------+----~ @ O.PEN SP4CE SHEET~'6_ I 7(,,t J 27 I 1S Gal c'L~ _R=A~C~-------1 (r111n T ou1:1U8 of ROW) RIPARIAN ENHAN EMENT (See H1pa11an Reveg Legend) · W£TLAN0.5 LIMIT ii/VE ~50' Bf/rFER Li/VE ",L __ 71. t 1 782 1-w w I en ttl en RCE RE\ilEWED BY INSPECTOR "AS BUil 1" DATE EYP DATE FOR PLA END, SEE SHEET 14 1-----1--+------~-------------tL. __ -+--t-----r----. I S2HE8ET I FOR PLANTING TAILS, SEE SHEET(S) 11 .,.... FOR PLANTING SPECS , SEE SHEET(8) ~-'?c., CITY OF (' ARLSB,4._l)-If rHFTT°, PLANNING DEPARTIAE_'!2..____j 5'J- ADL --------_____ L Planning ----- Associates _______ _ llill Lend Plonnlng It: ~rw;IJ.i;,1;,i;>9 Arr:'hl ... <;"lvn;, 0 Urban Doolgn Ill; Corr,p,..rt9• Lal"'IO'l'orm MQCkl,Kn,;i APPROVED FOR PLANTING AND l~RlGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS DA TE INITIAL ENGINEER OF wOR< PLANTING PLAN FOR EVANS POINT ----------·, ---+-----+-----t---------i ASSIS'tANi' PLANNING DIRECTOR REVISION DESCRIPTION DATE INITIAL DAT!;; INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: H)i,, []OJFrT NO. CHfD Bl: A/;Jl-T 91-3 RVWO BY: I DRAWING NO 335-?L CMWD 85-309 1-w w :I: en w w (,/) ----T'------------r-----------r· 40 T 10-5GI. Pl.ARA i'?-15 Gal. (Distribute Evenly Throughout) 1 Gal. LYO FLO 15 Gal. . ' '•, .. ,, " .--:::"'iii_:;:·:+,•~1'.:''1r'.':!;'"'"'-,......,....... l---:--:-----'-1.;;;.'..:"'~~· -';·~P'-:::. l'"'L'"""""··_. ,,_,, _·..._.........._ Liners @15'0.c. f ... ~,·· ,,..,,,,,_,, '• ;,,;,;,,,-...»>" / I ,SEE SHEET 27 \ 0 40 80 --- GRAPHIC SCALE \ ··.-\·· ... ·· .. ' \ : ··. ' ', ' ' ' . '. \ \ :;: . LIMIT LINE_. ___J ; · -I \ ·(~:-, .. ~m 1 ' t!JIII,.,.-;, \ 70iJ . 1 .. ,--•"'"'~- ·. e DG tf .. ,,., F 7/51_ .i'• .,, ... -a,---.. --.. --· @ 76,0 '1'.,, . ' , .. ,,: .... J " ' ,,. ,~ .... ~,. 24" Box Flats e,~ 5Gal. 1 Gal. Liners Z(p , 15 Gal. ---FRACHI @12"0.C. l- .J -r---:-'·_:":..''-i\,..µ,v;q:+-"---~--+----;:-,r;:::1-:::;--,--t----""""'--'""""---_-_--_-,..,···"'"\-e s'Gal. I-• :------'21 )e:::§..-.--fi~71\-7~=-----,--'i;5GG;ia1.:--1.L..1..L......,,..."-----® 10 15 Gal. 7 N 15 Gal. ' '"' _,, ,. - I "AS BUILT" . I ' ' • ;I i DAT€ RCE EXP. \, REVIE'M:::D BY: [ e&.'l. J . SEE ' SHEET 2w ' INSPECTOR ' • .... DATE ' ~--;:, F'.:'.:o_R:PL:A:.:NT::IN:G.:.L_EG_E...,ND:.,:sE-E~s--HE ... E-:-T=-,:-::4-. 1:::l:::l::::::::::::::::::::::::+::::::;c::=1c:::~===irrl~~~I ~c~1~T~Y~_.=_0~F~C~A~R~L~siiB~A~o~ir[~2-m=i71 · FOR PLANTING DETAILS, SEE SHEET(S): T'1 1---+---+---------------,,----t--1 ~-1 --1 -7 PLANNING! DEPARTMENT FOR PLANTING SPECS .. SEE SHEET($):*·¾ L'.:'.::'.'.:_~::,:,'..'.:::.:'....:::::::::.:.:::..'.:::_:.:_::_::..:..'.::_:__2'.:'.:_:.::::4"1--_ -_ -_ -_ -_t~ -_ -_ -_ -_t~ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_rj--_ -_ -_ -_ 7t---_::__::__J;:_::_.:__::__::__t~_::__::_-=iJ .PLANTING PU.N FOR:j ,.,~EV__,_A=N~S~. P~. dffi-~ ' ,~~ .., ~~ AP•·· .. •·, ·oa· Ln• >n• ·1n~ ~~-rnl_ .... :1-.··_., .... , , . ·.1. . · -, -, -· w5 4 _Cl ,:m--__,,£2 __ 7-W , ,e;,,,,, APPROya:> FOR PLANTING AND I l----+--+-------------7--t--,-,-• ~NtPLAMmG~ Associa, .es _, -GJ1<.t . . . 1RRIGAT10N oNLv. 1NcLuD1NG PREc1sE : , owN BY, ,'-pl, -PROJECT No. oRAWll>JG No. llwndPloMi"' '-·" '· --·•,~•,,, li/UcbanDO";n, LOCATIONS OF PLANTING AREAS. DATE INITIAL ·. DATE INITIAL DATE INITIAL CHKD BY,~&--;-,;;--,-c T, 91 -3 335-7[ "Lcna.cco•.,._.,_,~.. , .. i 11""""""""" 0 ":'"'"°"•'"" i_.;.... _______________ ~~~~~~L--~R~E::..:.V:IS:l:O~N~D~E~S:C:R~l:P~T~IO:.:N ____ _j~OT~H~E~R~A~P:P~RO~V'.!A:,Li.'.C~IT~Y-A~'P:::P::R::_ov::A:::L~;;;R;;;V;;W;;D;;;;B;;;Y;;;:~==============···===~-= ,.,,<c •= c...i, ,;;,. m. Ood,b,d_ CA ,ii& • ''""""""_,... _ <>.19>931...ir , 'l ENCi NEER OF WORK , 1 , ____ .. , .. ---------------- iCMWD 85-309, 1--w w I w w CJ) -.:..-, SEE i2'.' 24" Box SHEET 2--4? '?,,{p 5 Gal. \ E', • . ... ~-+--~---------..:."f {p.::._-1-.....c..L.l...l""-'l"---------{X 5 Gal. Liners I 107 PITT B +-"'-----5-'---G~a-l.--+--'--'-'--'--"'""'-------....(r~r 1·4 ·-··----··-' . i _I 40 20 0 15 Gal. 2-7 5 Gal. 1 Gal. 40 -- (rnin. 3' outside of ROW) E EXO AAFR 80 -- GRAPHIC SCALE ---1 ',._ ;t \ \ FLATS l/'/0.C_ ,i / H Yi"f"O~ - k. "(~U r1 G, fJS fU"- AC$--/;,. . "",- 1. \ . I ' ', ' \ I \ SEE ADL Planning Associates ~ Wnd Pl(;i...-.ir,g It Lands.co~ A.-.;:t--.~¢tun!! ·, ·-., ·, ' ... ,.,\,~·-. ·-..... _.:· ., ', . . . ., ' .. ,.. ...... --_, --:~.' :~€-((~on-df_<; .. 1"?"2: B-~a ...-,,-...,_~',:,-.f--'--~---,!j6r.,.'_,' 5.~i'./4~'5,>;Dlt4~!:!!:1/Nc:£, E,\'4r:T;: ,' .'-< TO 6e OE=M/Nc I /71 I 0 ' \ ' \. '.\ ., •,, ' CoNS'Tfi':'i/CTIOI" . ~ . . . SHEET 00 5Gal. Flats 5 Gal. --\ • AJU P-E.F_ @ -OC 'fMIM ro WAU.. ·,,.,,,,, .,.,,,.,_, ... ..,._, "'°"""rn~w.<•,.,.,,._~,,\,. ¾ "AS BUILT" DATE RCE EXP. REVlEWED BY: CTOR ,,DA TE FOR PLANTING LEGEND, SEE SHEET: 1"'! '0 "" 1 "' Ae. wo l'J.,AH-rlH&> Al?JAqNT l,.Or 1"'1 IZ· ~ ~ FOR PLANTING DETAILS, SEE SHEET(S): 1"1 CITY OF CARLSBAD FOR PLANTING SPECS., SEE SHEET(S): P,,l:';>•:i-4' r---t-----t-----------------+---+---+-----1----1 Q PLANNING QEPARTMENT 2- ;:::==::::...::::::::::::::::::=:::::::::::::::::::::===::'....:::==: ll l.)rbon 0-lgn fli: ~,e,r 1./:1,-,,;lfl:>mi Modslklg APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. DA TE INITIAL E~GINEER Of WORI< REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PLANTING PLAN FOR: ,EVANS POINT A OWN BY, APv CHKD BY: APv RVWD BY: PROJECT NO. CT 91-3 I DRAWING NO. 335-?L .. 0---_L_-+-----'-R'-'-H!""-'1-'-'N--'-T---~-----="-..._ '-'.:I 5 Gal. • 4 15 Gal. © 7 1 Gal. ~ Liners 5 Gal. • 4 24" Box (min. 3' outside of ROW) CIS PUA P KIR @1eroc DIE Bl I LAWN ( H1=D) ill w \II\ ., i ' rt 0., ~':, ~bi....___--------------_J___~ 24" Box ~ L 4IJ ·• • ,-' ' ., \ ' . ' ' i , ~-·----"•' ...... ,..,, . . .- . . . ' ... ... ' / ':Z-r/'"-;,_ ) ..... _. ._, cC ~.>---': ,_-,.., ~ n ,l {(f DISPLAY AREA ' • ' ' ' NATURAL ■ Land P'lorTil",jjl • Lo d:::;:opv ~ ------····---·· . --------·-·· - ' . > ' ' , j , ' ' . t ;, ., \, '• \ ~· DATE INITIAL ENGINITR OF WORK NOTES: 1 . 2 DISPLAY AREA IS FOR A HISTORIC STRUCTURE (GRAIN BIN), TO BE RELOCATED BY OTHERS. FOR HARDSCAPE, GRADING & DRAINAGE FOR THIS SHEET, SEE SHT 4B. FOR PLANTING LEGEND, SEE SHEET; 1"f FOR PLANTING DETAILS, SEE SHEET($): 14' FOR PLANTING SPECS., SEE SHEET($): "?":;·30 APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, ~ 1 PLANTING "AS BUILT • RCE EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT EVANS POINT ~ APPRO~; , ;; _f, !{// ASSISTANT !'W'INiN1, DIR~i:'TOR DATE DATE ~ 2.- f?--/i,5's: vA DATE INITIAL DATE INITIAL OWN BY: Ao 1,,-PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: AD!-CT 91-3 335-?L OTI-IER APPROVAL CITY APPROVAL FIELD BY: CMWD 85-309 SECTION 00010 -GENERAL CONDITIONS PART 1 -GENERAL 1.1 1.1 . 1 . 1.1.2. 1.2. 1.2.1. 12.1.1. 1.2.2. 12.2.1. 1.2.3. 1.2.3.1. 1.2.4. 1.2.4.1. 1.2.5. 1.2.5.1. 1.2.6. 1.2.6.1. 1.2. 7. 1.2.7.1. DESCRIPTION ALL PROVISIONS OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", A.I.A. DOCUMENT A201, LATEST EDITION, SHALL APPLY TO THE WORK AS IF BOUND HEREIN. COPIES ARE AVAILABLE AT THE A.I.A. OFFICE, 233 A STREET, SAN DIEGO, CA92101. UNDER ARTICLE 4.18.1 ,INDEMNIFICATION OF THE GENERAL CONDITIONS. DELETE THE WORDS "(OTHER THAN THE WORK ITSELF)". GENERAL PROVISIONS/DIVISION 1 GENERAL REQUIREMENTS SCOPE OF CONTRACT THE FOLLOWING TERMS, CONDITIONS, AND INSTRUCTIONS. AS WELL AS THE LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS, THE CONTRACTOR'S CONTRACT AND SHOP DRAWINGS AND ANY CHANGE ORDERS AND/OR ADDENDUM'S ISSUED BY LANDSCAPE ARCHITECT SHALL FORM THE GENERAL CONTRACT. JOB FILE THE OWNER SHALL FURNISH ThE CONTRACTOR WITH ALL DRAWINGS, SPECIFICATIONS. REVISIONS O,~OERED BY THE LANDSCAPE ARCHITECT, AND CHANGE ORDERS. THE CONTRACTOR WILL FURNISH HIS CONTRACT, ANY SHOP DRAWINGS REQUIF.ED AND A WORK SHEET ON WHICH HE WILL NOTE ANY DEVIATION FROM THE CONTRACT NOT OTHERWISE COVERED. THE CONTRACTOR WILL KEEP ON THE JOB AT ALL TIMES A FIELD SET OF DRAWINGS, WORK SHEET AND SHOP DRAWINGS, UPDATED WEEKLY, UPON WHICH DEVIATIONS ARE NOTED. PERMITS AND SURVEYS THE OWNER SHALL ESTABLISH ALL LOT LINES AND RESTRICTIONS. ALL OTHER LINES, GRADES. AND LEVELS SHALL BE ESTABLISHED BY THE CONTRACTOR AND HE SHALL VERIFY ALL DIMENSIONS, LINES. AND GRADES INDICATED ON THE DRAWINGS. THE OWNER SHALL FURNISH ALL SURVEYS. PERMITS AND LICENSES REQUIRED FOR EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR. CONTRACTOR'S/LANDSCAPE ARCHITECT'S RESPOMSIBILITIES THE CONTRACTOR SHALL GIVE EFFICIENT SUPERVISION TO THE WORK, USING HIS BEST SKILL AND ATTENTION. WHEN ABSENT FROM THE JOB, HE SHALL APPOINT A SUPERVISOR CAPABLE OF DISCUSSING MINOR MATTERS WITH THE OWNER AND LANDSCAPE ARCHITECT ON THE SITE. HE SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER INSTRUCTIONS FOR THE WORK. ANY WORK INDICATED IN A MANNER WHICH WOULD MAKE IT DIFFICULT TO PRODUCE FIRST CLASS WORK. OR ANY DISCREPANCIES OR CONFLICTS WHICH APPEAR BETWEEN DRAWINGS AND SPECIFICATIONS. OR BETWEEN SPECIFICATIONS AND LOCAL ORDINANCES OR RESTRICTIONS, SHALL BE REFERRED TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION OR CORRECTION BEFORE PROCEEDING WITH WORK. THE LANDSCAPE ARCHITECT SHALL AT HIS DISCRETION REFER INTERPRETATIONS OF DRAWINGS. SPECIFICATIONS, OR CONTINUITY WITH LOCAL ORDINANCES AND RESTRICTIONS TO THE OWNER AND/OR ENGINEER. CHANGES NO CHANGE FROM THE GENERAL CONTRACT SHALL BE MADE WITHOUT AUTHORIZATION FROM THE LANDSCAPE ARCHITECT AND OWNER. ALL SUCH INSTRUCTIONS SHALL BE IN WRITING ON A "'CHANGE ORDER" FORM. UNLESS CONTRACTOR NOTIFIES LANDSCAPE ARCHITECT WITHIN FORTY-EIGHT (48) HOURS UPON RECEIPT OF A CHANGE ORDER. SUCH ORDER SHALL CONSTITUTE A PART OF THE GENERAL CONTRACT. THE LANDSCAPE ARCHITECT SHALL HAVE AUTHORITY TO MAKE MINOR CHANGES. ANY CHANGES INVOLVING EXTRA COST. OR ALTERATION OF THE OVERALL APPEARANCE OF THE PROJECT SHALL BE COUNTER- SIGNED BY THE OWNER. THE LANDSCAPE ARCHITECT MAY INSTRUCT THE CONTRACTOR TO ISSUE CHANGE ORDERS FOR ANY ADDITION, ALTERATION, OR DEDUCTION HE WISHES TO MAKE. THE CONTRACT PRICE SHALL BE ADJUSTED BY E:OUITABLE AGREEMENT TO COVER SUCH CHANGES. IF ANY INSTRUCTION BY LANDSCAPE ARCHITECT INVOLVES EXTRA COST TO THE CONTRACTOR, HE SHALL GIVE WRITTEN NOTICE TO THE OWNER BEFORE PROCEEDING WITH WORK. HIDDEN OBSTACLES PRIOR TO EXCAVATION INTO THE SOIL. THE: CONTRACTOR SHALL LOCATE ALL CABLES. CONDUITS, SEWERS. SEPTIC TANKS, AND. SUCH OTHER UTILITIES AS ARE COMMONLY ENCOUNTERED UNDERGROUND AND HE SHALL TAKE PROPER PRECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, HE SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT. WHO WILL ARRANGE FOR RELOCATION. CONTRACTOR WILL PROCEED IN THE SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITION ENCOUNTERED UNDERGROUND MAKES CHANGES ADVISABLE. PROTECTION OF LIFE AND PROPERTY CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE AND, WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON iHE JOB SHALL CARRY THE FOLLOWING INSURANCE: (A) WORKER'S COMPENSATION. (B) PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE. IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY. THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. COVERAGE BODILY INJURY $250.000 PER INDIVIDUAL PER OCCURRENCE PROPERTY DAMAGE $100,000 PER OCCURRENCE AGGREGATE 1 .2.7.2. THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY, CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING: AOL PLANNING ASSOCIATES 5962 LA PLACE COURT SUITE205 CARLSBAD, CA 92008 1.2.7.3. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT. AT ANY TIME DURING THE CONSTRUCTION PERIOD. BE CANCELLED OR REDUCED, RESTRICTED OR LIMITED UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. 1.2.7.4. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLIERS. OR AGENTS. 1 .2.8. SUBCONTRACTORS 1.281. THE CONTRACTOR SHALL INFORM THE OWNER PRIOR TO START OF WORK OF THE NAMES OF ALL SUBCONTRACTORS PROPOSED, IF ANY; AND HE SHALL NOT EMPLOY ANY TO WHICH THE OWNER MAY OBJECT AS INCOMPETENT OR UNFIT. CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS OR OMISSIONS OF HIS SUBCONTRACTORS. NOTHING CONTAINED IN THE GENERAL CONTRACT SHALL CREATE ANY CONTRACTURAL RELATION BETWEEN THE OWNER AND ANY SUBCONTRACTOR. 1.2.9. FINAL SITE REVIEW 1 2.9.1. UPON COMPLETION OF WORK. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW. AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIANCE OR OMISSION SHALL BE NOTED AT THIS TIME. AND THE CONTRACTOR SHALL STIPULATE WHEN AND HOW HE WILL RECTIFY SAID VARIANCE. WHEN THESE CHANGES, IF ANY, HAVE BEEN CARRIED OUT AND THE AREAS OF WORK CLEANED. THE JOB SHALL BE CONSIDERED COMPLETED AND THE GENERAL CONTRACT EXECUTED. 1.2.10. RESPONSIBILITY FOR WORKMANSHIP 1.2.10.1. NEITHER COMPLETION OF THE JOB NOR FINAL PAYMENT SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR GUARANTEES STATED IN THE CONTRACT. OR OF RESPONSIBILITY FOR FAULTY MATERIALS OR POOR WORKMANSHIP. THE CONTRACTOR SHALL PROMPTLY REMEDY ANY DEFECTS WHICH OCCUR DURING THE GUARANTEE PERIOD AS SPECIFIED IN CONTRACT. NOTICE OF OBSERVED DEFECTS WILL BE FORWARDED TO THE CONTRAGTOR BY THE OWNER IN TRIPLICATE. CONTRACTOR WILL RETURN -~o (2) COPIES TO THE OWNER, NOTING THEF.EON WHAT ACTION WAS TAKEN. ALL QUESTIONS ARISING UNDER THIS ARTICLE SHALL BE DECIDED BY THE OWNER. 1.2.11. COMPLIANCE WITH BUILDING CODrcs 1.2.11.1. WHENEVER THE TERM '"BUILDING CODE"' )R '"CODE"' IS USED ON THE DRAWINGS OR IN THE SPECIFC:::ATIONS, THE TERM MEANS THE FOLLOWING: 1.2 11.1.1. UNIFORM BUILDING CODE -LATEST EOITION. 1.2.11.1.2. UNIFORM PLUMBING CODE; WESTERN PLUMBING OFFICIALS ASSOCIATION-LATEST EDITION 1.2.11. 1 .3. LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS; CITY OF CARLSBAD-LATEST EDITION 1.2 11 1 4. ALL APPLICABLE STA TE AND LOCAL CODES AND REGULATIONS. 1.2.11.1.5 CARI_SBAD MUNICIPAL WATER DISTRICT RECLAIMED WATER ST/' ✓DAROS PART 2· SPECIAL ccr:DITIONS 2.1. SAMPLES 2.1.1. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES TO THE LANDSCAPE ARCHITECT UPON REQUEST OR AS CALLED FOR IN THE CONTRACT DOCUMENTS. 2.2. PRIME RESPONSIBILITY 2.2.1. THE PRIME LANDSCAPE CONTRACTOR SHALL ACCEPT COMPLETE RESPONSIBILITY FOR ALL SUBCONTRACTORS AND PERFORM SUCH WORK AS COORDINATION AND SUPERVISION AS MAY BE REQUIRED TO COMPLETE THE WORK; SUCH AS SCHEDULING, CORRECTING ERRORS AND OMISSIONS. INITIATING CHANGE ORDERS AND BILLINGS. NORMALLY ASSOCIATED WITH THE FUNCTION OF PRIME CONTRACTOR, TO COMPLETE THE SCOPE OF THE WORK. 2.3. LANDSCAPE ARCHITECT'S FUNCTION 2.3.1. THE LANDSCAPE ARCHITECT SHALL HAVE GENERAL LANDSCAPE SITE REVIEW AND DIRECTION OF WORK UNDER THE GENERAL CONTRACl AS RELATED TO INTERPRETATION OF CONTRACT DOCUMENTS. HE IS AGENT OF THE OWNER TO THE EXTENT PROVIDED IN THE SPECIFICATIONS AND WHEN IN SPECIAL INSTANCES HE IS AUTHORIZED BY THE OWNER TO ACT. AS INTERPRETER OF THE LANDSCAPE CONSTRUCTION DRAWINGS AND SPECIFICATIONS AS MAY BE NECESSARY ON OCCASION DURING CONSTRUCTION CONTRACT, HE SHALL SIDE NEITHER WITH THE OWNER NOR THE CONTRACTOR, BUT USE HIS AUTHORITY UNDER THE CONTRACT TO ENFORCE ITS FAITHFUL PERFORMANCE. 2.4 SPECIAL RESPONSIBILITIES 2.4. 1. THE CONTRACTOR SHALL COMMENCE SELECTION AND VERIFY THE AVAILABILITY OF ALL NECESSARY MATERIALS UPON AWARD OF CONTRACT. 2.4.2. ANY DEPOSITS NECESSARY TO SET ASIDE MATERIALS (EITHER BY OWNER OR BY CONTRACTOR) SHALL BE ARRANGED BY THE CONTRACTOR AS SOON AS POSSIBLE. 2.4 3 THE CONTRACTOR AGREES. BY SUBMITTING A BID, THAT THIS PROJECT WILL RECEIVE A HIGH PRIORITY ON HIS WORK SCHEDULE. THE ONLY DELAYS CONSIDERED ACCEPTABLE ARE THOSE WHICH CAN BE PROVEN TO BE BEYOND THE CONTROL OF THE CONTRACTOR. 2.44. 2.4.5. 2.4.6. 2.4.7. 2.4.8. THE CONTRACTOR SHALL SUBMIT THE NAME AND BACKGROUND EXPERIENCE OF THE PROPOSED FOREMAN OF THE JOB. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND FEES TO COMPLETE WORK. ALL MATERIALS SHALL BE OF STANDARD. APPROVED, AND FIRST GRADE QUALITY, AND SHALL BE IN PRIME CONDITION UPON ACCEPTANCE. WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT PROPER AND SATISFACTORY RESULTS. LANDSCAPE ARCHITECl RETAINS OPTION TO REQUIRE THAT C0NTRACTnR RECEIVE A SITE OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO, UPON, AND AFTER INCORPORATl'.JN INTO THE WORK. 2.5. . FAN UP PART 2 · PRODUCTS BACKFLOW PREVENTERS: 2.5.1. DURING PROGRESS OF THE WORK, KEEP THE PREMISES REASONABLY FREE OF ALL DEBRIS AND WASTE MATERIALS RESULTING FROM THE WORK. ALL DEBRIS. TOOLS, EQUIPMENT, ANO RUBBISH SHALL BE REMOVED FROM THE SITE ON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. DEBRIS AND RUBBISH SHALL BE DISPOSED OF OFF-SITE AT A LEGAL ANO APPROVED DUMP SITE. 2.6. GENERAL CONTRACTOR"S GUARANTEE 2.6.1. THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL WORK PERFORMED AND MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT AGAINST DEFECTS IN MATERIALS ANO WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND CITY OF THE COMPLETED WORK, EXCEPT WHERE NOTED IN THESE SPECIFICATIONS. END OF SECTION 00010 SECTION 02810 -POTABLE WATER IRRIGATION SYSTEM PART 1 -GENERAL 1 1 RELATED DOCUMENTS: 1. 1 _ 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTIONS, APPLY TO WORK OF THIS SECTION. 1.2-DESCRIPTION OF WORK: 1.2.1. THE WORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS. ANO PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS. 1.2.2_ THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE WITHOUT FURTHER COST IN LABOR OR MATERIALS lO THE OWNER AND COMPLYING WITH ALL APPLICABLE CODES. SPECIFICATIONS AND DETAILS. 1.3. QUALITY ASSURANCE: 1.3. 1. SUBCONTRACT WORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION WORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK OF THIS CONTRACT INCLUDING A C-27 LANDSCAPING LICENSE, 1.4. SUBMITTALS: 1.4 1. THE CONTRACTOR SHALL FURNISH THE ARTICLES. EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT, OR THE OWNER"S AUTHORIZED REPRESENTATIVE. 1.4.2. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE FOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. 1.4.3. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUCH MATERIALS FROM THE SITE AT HIS OWN EXPENSE. 1.4.4. APPROVAL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUCT($) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.5. MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. 1.4.6. BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OWNER AND WATER DISTRICT. 1.4.7. LOCATE ALL IRRIGATION MAINLINES OUTSIDE OF PUBLIC RIGHTS- OF•WAY. 15 GUARANTEE: 1.5. 1. CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CONCLUSION OF THE MAINTENANCE PERIOD GUARANTEE SHALL COVER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE BACKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 15.2 MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. ADL Planning Associates 2.1. 211 2 .1 . 1 .1 . 2.1.1.2 2.1.2 2.1.3. 2.1.4. 2.1.5. 22 2.2.1. 2.2.2. 2.2.3 2.2.4. 2.2.5. 2.3. 23.1. 2.3.2. 2.3.3. 2.3.4. 2.3.4.1. 2.3.5. f!I l.orx:i' f'i<::..rinln;. Iii lor-dsC.<;>i:x> A.rcNt"l>CtL.11'& m UrbQI""' J':'!llgn l!1ii Com::x.Jte-r Lcil'!d~rm M<:>Qs-Hr,g MATERIALS: PRESSURE PIPE: COMPLY WITH FOLLOWING: PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL TWO (2) INCH AND LARGER SHALL BE CLASS 315 POLYVINYL CHLORIDE (PVC) SIMPSON OR APPROVED EQUAL. ALL ONE AND ONE•HALF (1- 1/2) INCH AND SMALLER SHALL BE TYPE I. GRADE 2. DESIGNATED AS PVC 1220. SCHEDULE 40. PIPE BETWEEN THE METER AND THE BACKFLOW PREVENTER SHALL BE SCHEDULE K HARD COPPER. HDr Affl-~ ot-l rl'h!'>,TE '<> 'f ""11"-M '2> - PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220. CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63. ALL 112" PIPE SHALL BE SCHEDULE 40 PVC. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE. CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. BRASS PIPE: BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS. 85% RED BRASS. SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 80 PVC. BURIED A MINIMUM OF%" DEEP, SLEEVES UNDER PAVED ,REAS OTHER THAN ROADS SHALL BE SCHEDULE 40 PVC, BURIED A MINIMUM OF 18" DEEP. FITTINGS AND CONNECTIONS: POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1. SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS. MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIF,ED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, 8JITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMA-:-10N: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND .~ATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVA __ PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466 BRASS PIPE FITTINGS AND CONNECTIONS: STANl,ARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIOMS. FOR COPPER TUBING, ANSI B 16.22 WROUGHT COPPER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTl,~GS. SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDE:D PROCEDURES FOR JOIMING PVC PLASTIC PIPE AND FITTINGS WITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE. OR APPROVED EQUAL. SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. VALVES: MANUFACTURER'S STANDARD, OF TYPE AND SIZE INDICATED. AND AS FOLLOWS: REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAWINGS. VALVE SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE OF REGULATING OUTLET PRESSURE BETWEEN 15 AND 100 P.S.I. (+ 5 P.S.L). MODULE SHALL HAVE AN ADJUSTING SCREW FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGULATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOWNSTREAM PRESSURE REQUIRED. MASTER CONTROL VALVE SHALL BE TYPE AND SIZE SIZE AS INDICATED ON DRAWINGS. MANUAL AND ANTI-SIPHON CONTROL VALVES SHALL BE BRASS WITH NON-CORROSIVE INTERNAL PARTS AND CONVERTIBLE TO AUTOMATIC CONTROL. VALVES SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. QUICK COUPLER VALVES SHALL BE 1" SIZE: BRASS AND AS SPECIFIED ON THE DRAWINGS. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. SUPPLY TWO (2) HOSE BIBB ASSEMBLIES PER CONTROLLER BALL VALVES SHALL BE AS SPECIFIED IN THE PLANS. 2.4.1. 2.42 2.5. 2.5.1. 2.6. 2.6.1. 2.6.2. 2.7 2.7.1. 2.8. 2.8.1. 282 2.8.2.1. 28.2.2, 2.8.2.3. 2.8.2.4. 2.8.25. 2.8.2.6. 2.9. 2.9.1. 2.10. 2.10.1. 2.10.2. 2.10.3. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER$ SHALL BE BRASS, BRONZE. OR EPOXY COATED CAST IRON BODIES WITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS. AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK-SIPHONING OF WATER. THE BACKFLOW PREVENTER ASSEMBLY SHALL INCLUDE INLET AND DISCHARGE SHUTOFF BALL VALVES WITH ALL RISEF1S, CONNECTORS, AND APPURTENCES OF CLASS 1 RED BRASS PIPE, CONFORMING TO WW-P-351, AND RED BRASS FITTINGS WITH PRESSURE RATING-, CONFORMING TO WW-P-460. BACKFLOW PREVENTER$ SHALL BE OF THE TYPE AND SIZE DESIGNATED ON THE DRAWINGS. ATMOSPHERIC AND ANTI-SIPHON BACKFLOW PREVENTERS SHALL BE BRASS WITH NON-CORROSIVE PARTS AND SHALL COMPLETELY AND POSITIVELY PREVENT BACK·SIPHONING OF WATER. ANTI· SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOW PREVENTERS SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAWINGS. SPRINKLER HEADS: SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES WITH DIAMETER (OR RADIUS) OF THROW, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAWINGS. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANUFACTURER. HEADS SHALL BE EQUIPPED WITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND VALVE BOXES: FOR REMOTE CONTROL VALVES: 10" X 19" NOM. PLASTIC VALVE BOX. FOR BALL VALVE: 10'" X 19" NOM. PLASTIC VALVE BOX. CONCRETE THRUST BLOCK AND SUPPORTS: ALL CONCRETE WORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS. 5 SACK MIX, iOOL FINISHED ON EXPOSED SURFACES. AUTOMATIC CONTROL SYSTEM: GENERAL: FURNISH LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. AUTOMATIC CONTROLLER: CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL ELECTRICAL CONNECTIONS. READY FOR OPERATION. AND WITH OPTIONS SPECIFIED HEREIN CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. UNIT SHALL HAVE AN INPUT OF 1101120 VOLT, 60 CYCLE, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK UNIT SHALL HAVE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE TO 1 MINUTE TO 59 MINUTES. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINIUM; FURNISHED FOR MAXIMUM PROTECTION. AS CALLED FOR ON THE DRAWINGS (SIZE AS R-EQUIRED). AUTOt,l'ATIC CONTROL WIRE: ELECTRIC WIRING RUNS FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID. SINGLE CONDUCTOR. COPPERWIRE, 4/64 IN. INSULATION. 4164 IN. NEOPRENE JACKET, STY~E DB (DIRECT BURIAL) OR EQUAL. RED WIRES TO EACH VALVE, COMMON WIRE SHALL BE BLACK SOIL MOISTURE SENSOR DEVICE: THESE ARE DEVICES PLACED IN THE GROUND TO MONITOR THE AMOUNT OF WATER MOISTURE IN THE SOIL. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECIFICATIONS. THE DEVICES SHALL BE LOCATED PER THE DRAWINGS AND SUBJECT TO FIELD APPROVAL BY THE LANDSCAPE ARCHITECT. "AS BUILT" APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION □~-PLANTING AREAS, RCE REVIEWED BY: DATE EXP. ____ _ INSPECTOR DATE GENERAL AND IRRIGATION SPECIFICATIONS FOR: EVANS POINT APPRO\'.Ul·. "-71/.jJ f----------J-----+-----------------------1--~----I-----J-----+-------1 ~_Tj)NT fuNMNG OIRECTDR JATE INITIAL -NGINEER OF WORK REVISION DESCRIPTION DA 1t. INITIAL DATE INITIAL Oll-lER APPROVAL CITY APPROVAL OWN BY: CHKD BY: FlELD BY: PROJECT NO. CT 91-3 CMWD 85-jU~ DRAWING NO 335-7L 2.11. 2.111. 2.11.2. 2.11.3. 2.11.4. 2.11.5. 2.11.6. 2.12. 2.12.1. DRIP IRRIGATION EMITTERS THE EMITTER SHALL HAVE A 1/2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING TO THE PIPING SYSTEM THE EMITTER SHALL BE A PRESSURE COMPENSATING TYPE CAPABLE OF HAVING A DISCHARGE RATE FROM .5 TO 6 GALLONS PER HOUR, WITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUTLETS THE EMITTER SHALL OPERATE WITHIN A PRESSURE RANGE OF 5 - 60 P.S.I. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT- RESISTANT ACETAL PLASTIC (UV RESISTANT) THE FLOW REGULATING DIAPHRAGM SHALL BE OF SILICONE RUBBER. THE EMITTER SHALL BE CAPABLE OF OPERATING WITH 140 MESH FILTRATION. PRODUCTS: THE EMITTER SHALL BE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. CHECK VALVES CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOW HEAD DRAINAGE OF IRRIGATION WATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION. PART 3 -EXECUTION 31 SYSTEM DESIGN: 3. 1 1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING WITH WORK UNDER THIS CONTRACT. 31 2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POWER. TELEPHONE, DOMESTIC WATER, WATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN EXCAVATING OR WORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETWEEN THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE WORK PROGRESS TO THE AREA. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS WORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 3.1.3. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND SHALL DISCONTINUE WITH WORK IN THE AREA, EXCEPT NECESSARY EMERGENCY WORK, TO REPAIR OR PREVENT DAMAGE UNTIL INSTRUCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OWNER'S REPRESENTATIVE. 3.1.4. FAILURE TO NOTIFY THE OWNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO WILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 31 5. THE CONTRACTOR SHALL, BEFORE STARTING WORK ON THE SPRINKLER SYSTEM, CAREFULLY NOTE ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED WITH THE WORK. AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 3.1.6. THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. 3.1.7. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE OWNER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION. 3.1.8. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWING WHEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST. THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 3.1.9. 3 1.10. 3.2. 3.2.1. 3.2.11. 3.2.1.2. 3.2.1.2.1. 32.1.2.2. 3.2.1.2.3 3.2.124. 3.2.1.2.5 3.2.1,3. 3.2.1.4. 3.21 5. WATER SUPPLY: THE CONTRACTOR SHALL CONNECT TO THE WATER SOURCE AS INDICATED ON , HE DRAWINGS THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING WORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR WILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING WORK. WORKMANSHIP AND PROCEDURE· THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. INSTALLATION: GENERAi.: UNLESS OTHERWISE INDICATED.COMPLY WITH REQUIREMENTS OF UNIFORM PLUMBING CODE. EXCAVATION OF TRENCHES; EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. DEPTH OF COVER: POLYVINYL CHLORIDE PRESSURE LINE .................. 1 $" MIN. POLYVINYL CHLORIDE NON-PRESSURE LINE ..... 12" MIN. POLYVINYL CHLORIDE ROAD SLEEVE ...................... 3i;," MIN. POLYVINYL CHLORIDE SLEEVE ......... .. ......... "' 1 B" MIN DISTRIBUTION DRIP TUBING ........................................ 4" MIN. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL. TAr-1~ SOIL AR'JUND PIP':: AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 3.2.1.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF PIPE FOR PVC PLASTIC PIPE AND BRASS PIPING. 3.2.2. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 3.2.2. 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING. LOADING AND STO<=llNG, TO AVOID DAMAGE. 3.2.2.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT 3 223. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMAGED SECTION IS CUT OUT AND PIPE REJOINED WITH A COUPLING. 3.2.2.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. 3.2.2.5 PIPE ENDS AND FITTINGS SHALL BE WIPED WITH "MEK" PRIMER, OR APPROVED EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELLED TO REMOVE BURRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 3 2.2.6 PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION 32 2.7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVcNT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 3228 NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF A, LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING ANC CURING. 3.2 2 9 PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 3.2.2.10 PLASTIC TO PLASTIC JOIN-:-S: SOLVENT-·.· IELD. USING SOLVENT RECOMMENDED BY PIPE 'AANUFACTURER ONLY. 3.2 2.11. SOLVENT WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATIONS. 3.2 2 12 PROVIDE MINIMUM OF 4" OF CLEARANCE BETWEEN PIPES SHARING THE SAME TRENCH. 3.2.3. INSTALL4TION OF METAL PIPE 3.2.3.1. CUT BR/:;; P1PING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE us:NG AN ABRASIVE WHEEL. OR HAND HACKSAW. CUT NO PIPING .'ilTH METALLIC WHEEL CUTTER OF ANY DESCRIPTION REAM AN[ iEMOVE ROUGH EDGES OF BURRS SO SMOOTH AND UNOBSTF.UCTED FLOW IS OBTAINED. 3.2.3.2. CARE"ULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. 3.2.4. REMOTE CONTROL WIRING: 3.2.4.1. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES 3.2.4.2. INSTALL CONTROL WIRES AT LEAST 12" BELOW FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. 3.2.4.3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 3.2.4.4. INSTALL AN EXTRA COMMON AND TWO EXTRA CONTROL WIRES ON EACH LEG OF MAINLINE t"'1THE FARTHEST RCV BACK TO THE CONTROLLER. 3.2.4.5. INSTALL CONTROL WIRES IN SLEEVES SEPARATE FROM PIPING. 324.6. CONTROL WIRE SPLICES: ALLOWED ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES AS FOLLOWS; 3.2.4.6 1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH WIRE. 3.2.4.6 2. TWIST ON SCOTCH LOK ELECTRICAL SPRING CONNECTOR. MINIMUM FOUR COMPLETE TURNS. 32.4.6.3. SEAL CONNECTOR IN EPOXY RESIN AND BURY IN A ROUND VALVE BOX WITH A TWO FOOT EXPANSION LOOP 3.2.4.6.4. TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 3.2.4.7. NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVES. 3.2.5. 3.2.51. 3.2.5.2. 3.2.5.3 AUTOMATIC SPRINKLER CONTROLLER: AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND AS DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT <iWITCH SHl'.LL BE INCLUDED. 3.2.5.4. CONTROLLERS SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. 3.2.5 5 CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF PROGRAM. 3.2.6. REMOTE CONTROL VALVES: 3.2.6 1. INSTALL REMOTE CONTROL VALVES IN SHRUB AREA ONLY AT LOCATIONS APPROXIMATELY AS SHOWN ON THE DRAWINGS, WITH A COVER OF 8 INCHES MINIMUM OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION TYPE CONNECTION FIT WITH PLASTIC VALVE BOX AND COVER. 3.2 7. VALVE BOX: 3.2.7. 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX 3.2.8. SPRINKLER HEADS: 3.2.8 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 3.2.8.2. ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO 3.2 9 CHECK VALVES 3.2.9.1. CHECK VALVES SHALL BE INSTALLED WHEREEVER INDICATED AND NECESSARY TO PREVENT LOW HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 3.2.10. QUICK COUPLER ASSEMBLY: 3.2.10.1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING. WALKS. HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. 3.2.11. BALL VALVES: 3.2.11. 1. INSTALL APPROXIMATELY WHERE SHOWN AND AS DETAILED. FIT WITH PLASTIC VALVE BOX AND COVER. 3.2 12. BACKFLOW PREVENTER: 3.2.12.1 BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS ADJACENT TO THE POINT OF CONNECTION. AND SHALL CONFORM TO ALL APPLICABLE HEALTH CODE AND ORDINANCE REQUIREMENTS. 3 212.2. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE. 3.2.13. THRUST BLOCKS AND FOOTINGS: 3.2.13.1 THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY· PERCENT (90%) MINIMUM COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO WALKWAYS. TOOL FINISH EXPOSED SURFACE. 3.2.14. FLUSHING OF SYSTEMS: 3.214.1. AFTER PIPING AND RISERS ARE IN PLACE. BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS. A FULL HEAD OF WATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 3.2.14.2. CONNECTION TO MAIN: CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 3.2. 14.3. DIELECTRIC PROTcCTION: USE DIELECTRIC FITTINGS AT CONNECTION WHERE PIPES OF DISSIMILAR METAL ARE JOINED. 3.2.15. TESTING: 3.2.15.1. GENERAL: NOTIFY LANDSCAPE ARCHITECT IN WRITING WHEN TESTING WILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CiTY IN6recTo«.. 3.2.15.2. PRESSURETEST 33 33 1. 33.2. 3.3.2.1. 3.32.2. 3.32.3. 3.3.2.4 3.4, 3.4.1. 3.4.2. 3.43. 3.4.4. 3.4.5. 3.46. 34.6. SITE OBSERVATION VISITS BY THE ARCH:TECT: IN ALL CASES WHERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM WORK IS REQUIRED ANOIOR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SITE OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY THE ARC.HITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS. DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLE,E AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION OF THE SPEC:FIED LANDSCAPE MAINTENANCE PERIOD WORK. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. INFORMATION SHALL BE ON BROWN LINE SEPIA TRANSPARENCIES FOR REPRODUCTION PURPr)SES. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. ALL REMOTE CONTROL VALVES. SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED gy MEASURED DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL SE TO THE NEAREST FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER. PREPARE AND MOUNT A COLOR-COOED CHART SHOWING THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN. ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS. SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS PLAN SHALL THEN BESECUREDTOTHEBACKOFTHEENCLOSUREDOOR. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX. WRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR PAINT. DO NOT WRITE ON VALVE BOX LID. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS. SIDEWALKS. CURBS AND DRIVEWAYS. 3.215.2. 1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 125 LBS. PER SQUARE INCH AND ALL NONPRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATERTIGHT. (CONTRACTOR TO SUPPLY ALL EQUIPMENT NEEDED FOR TESTING.) END OF SECTION 02810 3.2.15.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS IF LEAKS DEVELOP, THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS PROVEN WATERTIGHT. 3.2.15.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR TO INSPECTION WILL NOT BE ALLOWED AND ALL PREMATURELY FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT. 3.2.15.3. COVERAGE TESTING; PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE. AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 3.2.15.4. AFTER COMPLETION OF LANDSCAPE WORK, CAREFULLY ADJUST HEADS SO THEY WILL BE FLUSH WITH LAWN AREAS OR NOT MORE THAN 112" ABOVE FINISH GRADE IN GROUNDCOVER AREA. AP1°anln·1ng ~~~IL Associates IIBa C lartd P'lcnnlrg B Wnd5co~ Atc:hlteclUI~ B Com~-looo'fOlm t..'odE>llf'lg "AS BUILTtt ----,,----c:::,---DATE APPROVED FDR PLANTil ✓G AND IRRIGA TI □N □NL Y, INCLUDING PRECISE LOCATION OF Pl_ANTING AREAS, RCE ____ EXP. ____ _ REV1EWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~- i----+---+------------------+---+------+-----1---------1 ~ ~--P-~_N_N_1N_c_o_EP_A_R_T_M __ E_NT __ .~ L~ IRRIGATION SPECIFICAilONS FOR: l-------lf-------1-------------------+----+----+----+-~------1 ( EVANS POINT .-) ,, 1--,------11------+----------------+---=-+--,---➔---+---, ,------,-----~ ,---------, ---------, DATE IN,TIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. REVIS\ DES PT a--\KD BY: CT 91 3 3 5 :NGINEER OF WORK ON CRI ION 01HER APPROVAL CITY APPROVAL FIELD BY; • -3 -7L CMWu 85-309 SECTION 2811 -RECLAIMED WATER IRRIGATION SYSTEM PART 1 · GENERAL 1.1. RELATED DOCUMENTS 1.1.1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.1.2. THESE SPECIFICATIONS COVER AUTOMATICALLY CONTROLLED IRRIGATION SYSTEMS. INCLUDING ALL TRENCHING, BACKFILLING AND COMPACTING; SLEEVES, INSTALLATION OF PIPE, VALVES, IRRIGATION HEADS, FITTINGS, AND ALL OTHER APPURTENANCES; CONNECTIONS TO WATER SERVICES, TESTING; INSTALLATION OF CONTROLLERS, ELECTRICAL CONNECTIONS AND WIRING; ADJUSTMENT OF SYSTEMS; NECESSARY ACCESSORIES AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 1.2 REQUIREMENTS 1.2.1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION, ALL STATE AND LOCAL CODES AND REGULATIONS. SHOULD THE CONSTRUCTION DOCUMENTS OR INSTRUCTIONS BE AT VARIANCE WITH THE AFOREMENTIONED RULES AND REGULATIONS, NOTIFY THE CARLSBAD MUNICIPAL WATER DISTRICT AND AWAIT THEIR INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK AFFECTED. 1.2.2 MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURER OR ARTICLES USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN IN THE DRAWINGS AND SPECIFICATIONS. 1.2.3 MANUFACTURER'S WARRANTIES: MANUFACTURER'S WARRANTIES SHALL NOT RELIEVE LIABILITIES UNDER GUARANTEE. THE CARLSBAD MUNICIPAL WATER DISTRICT MAY AT THIS OPTION, REQUIRE A MANUFACTURER'S WARRANTY ON ANY PRODUCT PROPOSED FOR USE 1 2.4 ALL WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN THE CONSTRUCTION DETAILS, LEGEND, OR SPECIFIC NOTES ARE DISCOVERED. ALL SUCH OBSTRUCTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT IN THE EVENT THIS IS NOT DONE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE NECESSARY REVISIONS. 1.2.5 DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING A'_L OF HIS WORK AND PLAN HIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 1 3 PROTECTION AND DAMAGE 1.3.1 PROTECT WORK AND MATERIALS FROM DAMAGE DURING CONSTRUCTION AND STORAGE. PVC PIPE AND FITTINGS SHALL BE PROTECTED FROM DIRECT SUNLIGHT. 1.3.2 1.3.3 1.4 1.4.1 1.4.1.1 1 .4.1.2 1.4.1.3 1.4.1.4 1.4.1.5 1.4.1.6 1.4.1.7 1 4 2 1.4 3 1 ,4 4 ASSUME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE TO ITS ORIGINAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THIS WORK. CON"fRACTOR SHALL SECURELY COVER OPENINGS INTO SYSTEM AND COVER APPARATUSES, EQUIPMENT, AND APPLIANCES BOTH BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTION IN THE PIPES AND PREVENT BREAKAGE, MISUSE, OR DISFIGUREMENT OF THE APPARATUSES, EQUIP~,ENT OR APPLIANCES. RECORD DRAWINGS RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT-PRESSURE LINES AND APPURTENANCES. ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BY THE DISTRICT BEFORE IMPLEMENTING THE CHANGE IN THE CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRICR APPROVAL MAY RESULT IN TERMINATION OF SERVICE. UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS SHALL INCLUDE THE FOLLOWING: POINT OF CONNECTION ROUTING OF SPRINKLER PRESSURE LINES GATE VALVES SPRINKLER CONTROL VALVES QUICK-COUPLING VALVES ROUTING OF CONTROL WIRES OTHER RELATED EQUIPMENT AS SPECIFIED BY THE DISTRICT OR THE OWNER CHANGES ANO DIMENSIONS SHALL BE f1ECORDED IN A LEGIBLE AND WORKMANLIKE MANNER ON A SET OF APPROVED LANDSCAPE PLANS. THESE RECORD CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE DURING CONSTRUCTION. UPON COMPLecTION OF THE CONSTRUCTION, THt: CON I HAC TOH SHAI_L SUBMIT THE AS BUil T INFORMATION TO THE LANDSCAPE ARCHITECl FOl-1 1-lEVIEW PRIOR TO SUBMITTAL TO THE CITY FOl-1 REVIEW ANO ,~PPROVAL BY THE CITY INSPECTOR. THE CITY SHALL RETURN THE APPf10VED AS-BUil T INFOf1MATION ALONG WITH THE ORIGINAL SIGNED MYLARS TO THE LANDSCAPE ARClilTECT FOR TRANSH,H OF THE AS-BUILT INFORMATION ONTO THE MYLARS. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE THREE (3) SETS OF IRRIGATION IMPROVEME;NT PI_/\NS /\NO COMPLETE SET OF AS-BUILT REPRODUCIBLE PHOTOGRAPHIC MYLARS PRIOR ARRANGF.MENTS MUST BE MADE WITH THE DISTRICT IF WATER SERVICE IS TO BE PROVIDED PRIOR TO AS-BUil T LINE SUBMITTAL. FAILURE TO PROVIDE RECORD DRAWINGS Will RESULT IN TERMINATION OF SERVICE 1.5 1.5 1 1.5.1.1 1.5.1.2 1.5.1.3 1.5.1.4 1.5.2 1.6 1 6.1 1.6.2 1,7 1.7.1 1.7.2 1.8 CONTROLLER CHARTS CONTROLLER CHARTS SHALL BE PREPARED, APPROVED BY THE DISTRICT, AND PLACED IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTROLLER CHARTS PREPARED AS SET FORTH BELOW: PROVIDE ON CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL AS- BUILT SYSTEM. THE LINE WEIGHTS AND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SO DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. THE CHART SHALL BE A BLACKLINE PRINT WITH A DIFFERENT · COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM OF TEN (1 D) MILS THICK. FAILURE TO PROVIDE CONTROLLER CHARTS WILL RESULT IN TERMINATION OF SERVICE. CONTROLLER ACCESS THE DISTRICT RESERVES THE RIGHT TO HAVE COMPLETE ACCESS TO THE CONTROLLER CLOCKS FOR REASONS OF MONITORING AND CONTROLLING SYSTEM FAILURES. THE APPLICANT, OWNER, OR CUSTOMER SHALL PROVIDE THE DISTRICT WITH TWO SETS OF ALL KEYS NECESSARY FOR ACCESS TO THE CONTROLLER CLOCKS WITHIN THE DESIGN AREA. THE KEYS WILL THEN BECOME THE PROPERTY OF THE DISTRICT. IF THE SYSTEM IS CONVERTED TO A POTABLE WATER SUPPLY AS PROVIDED FOR IN SECTION 1-11 HEREIN, THE KEYS WILL BE RETURNED TO THE OWNER. THE DISTRICT IS NOT RESPONSIBLE FOR LOSS OR DAMAGE TO ANY CONTROLLER. FAILURE TO PROVIDE KEYS WILL RESULT IN TERMINATION OF SERVICE AS SET FORTH IN SECTION 14 OF THE DISTRICT'S RULES AND REGULATIONS. CONVERSION FROM A POTABLE TO RECLAIMED WATER SUPPLY ALL IRRIGATION FACILITIES CONVERTING FROM A POTABLE TO A RECLAIMED WATER SUPPLY SHALL CONFORM TO THE DISTRICT'S CONSTRUCTION SPECIFICATIONS AS CONTAINED HEREIN. THE FACIL:-:-IES TO BE CONVERTED SHALL BE INVESTIGATED IN DETAIL INCi.'JDING REVIEW OF ANY RECORD DRAWINGS, PREPARATIC:-.J OF REQUIRED REPORTS, AND DETERMINATIONS BY THE DISTRICT OF MEASURES NECESSARY TO BRING THE SYSTEM INTO FULL COMPLIANCE WITH THESE STANDARD SPECIFICATIONS. THE APPLICANT, OWNER, OR CUSTOMER SHALL PAY ALL COSTS TO CONVERT THE SYSTEM AT NO COST TO CARLSBAD MUNICIPAL WATER DISTRICT. GUARANTEE ALL WORK SHALL BE GUARANTEED IN WRITING FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIALS. EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OR DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP TO THE SATISFACTION OF THE CARLSBAD MUNICIPAL WATER DISTRICT. REPAIRS IF REQUIRED SHALL BE DONE PROMPTLY UPON NOTIFICATION BY PROJECT OWNER'S REPRESENTATIVE, AT NO COST TO THE OWNER OR AT NO COST TO CARLSBAD MUNICIPAL WATER DISTRICT. 1.9 EXISTING SITE CONDITIONS 1.9.1 THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL LEAVE THE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGES THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOW SHOWN ON THE DRAWINGS PART 2 -PRODUCTS 2.12 2.1. 1 2.2 2.2.1 2.2.1.1. 2.2.1.2. 2 2.1.3 SUMMARY ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW, UNUSED AND IN PERFECT CONDITION. REFER TO IRRIGATION MATERIAL LEGEND, NOTES AND DETAIL DRAWINGS FOR SPECIFIC EQUIPMENT TO BE USED. SUBSTITUTIONS WILL ONLY BE ACCEPTED WHEN APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRICT. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE SUCH MATERIALS FROM THE SITE AT HIS EXPENSE. EQUIPMENT TO BE FURNISHED SUPPLY AS A PART OF THE CONTRACT THE FOLLOWING TOOLS: TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER AND VALVE ON THIS PROJECT. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. ONE (1) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR THE QUICK COUPLING VALVE INSTALLED. 2.3 2.3.1 2.3.2 2.3.2.1 2.3.22 2.3.2.3 2.3.2.4 2.3.2.5 2.3.2.6 2327 23.2.7.1 2.3.2.7.2 232 73 2.3.2.7.4 2.3.2.75 2.3.2.7.6 2.3.2.8 2.3.3 2.3.4 2.4 2.4.1 2.4.2 2.4.3 244 2.5 2.5.1 26 2.6.1 2.6.1 Ii land Planning 11!'1: L.cnd~c:opn An:::hlt,...c;turo PVC PRESSURE MAINLINE PIPE AND FITTINGS ALL BURIED PRIVATE PIPING IN THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED WITH WARNING TAPE IDENTIFYING IT AS RECLAIMED WATER WITH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BY THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE. AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. PRESSURE MAINLINE PIPING FOR SIZES 2" AND LARGER SHALL BE PVC CLASS 315, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS-22-70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R.)-(SOLVENT WELD PIPE). PRESSURE MAINLINE PIPING FOR SIZES 1 112•· AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS "D1785". ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATION PS-21-70. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2. 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL BE OF TYPE AND INSTALLATION METHODS PRESCRIBED BY THE MANUFACTURER. ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS. MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OR CLASS PRESSURE RATING IN P.S.I. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL DATE OF EXTRUSION ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE 1.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. A.C.P., 4" AND ABOVE, SHALL HAVE THE WORDS 'RECLAIMED WATER' STENCILED IN 2-INCH GREEN LETTERS ON BOTH SIDES OF THE PIPE IN AT LEAST THREE PLACES IN A 13-FOOT SECTION OF PIPE (TOTAL OF SIX PLACES PER SEC,ION OF PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECLAIMED WATER" IN 5/8" LETTERS REPEATED EVERY 12 INCHES. PVC NON-PRESSURE LATERAL LINE PIPING NON-PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC CLASS 200 WITH SOLVENT-WELD JOINTS, AND SHALL BE PURPLE. PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS "D1784". ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS-22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. EXCEPT AS NOTED IN PARAGRAPHS A AND B OF SECTION 2 3. ALL REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT-WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.3 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE_ POTABLE WATER PIPING (SEE SECTION 2810) ALL PVC POTABLE WATER PIPING INSTALLED WITHIN THE SAME PROJECT LIMITS AS THE PRIVATE RECLAIMED WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES AND REGULATIONS. THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITHE THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. IN ADDITION, ALL PVC POTABLE WATER PIPING SHALL BE BLUE OR SHALL BE WHITE WITH BLUE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "POTABLE WATER" IN 5/8 LETTERS REPEATED EVERY 12 INCHES, AND BLUE TAPE IDENTIFYING IT AS A POTABLE WATER LINE AND STATING "CAUTION: WATER LINE BURIED BELOW". WARNING TAPE THE PLASTIC WARNING TAPE SHALL BE PREPARED WITH SILVER PRINTING ON A PURPLE FIELD HAVING THE WORDS. "CAUTION· RECLAIMED WATER LINE BELOW". THE OVERALL WIDTH SHALL BE 3 INCHES. WARNING (CAUTION) TAPE SHALL BE AS MANUFACTURED BY THOR ENTERPRISES, INC., P.O. BOX 450, SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) 837-7197). 2.6.2 2.7 2.71 2.7.2 2.8 2.8.1 2.8.2 2.8.3 2.9 2.9.1 2.10 2 , 0 1 2.10.2 211 2.11.1 2.11.2 2.11.3 2.11,4 2 11 5 2.12 2.12.1 2.13 2.13.1 2.14 2 14.1 WARNING TAFES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARN ING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR THE ENTIRE LENGTH OF THE PIPE AND SHALL BE FASTENED TO EACH PIPE LENGTH BY PLASTIC TAPE BANDED AROUND THE PIPE WITH FASTENERS NO MORE THAN 5 FEET APART. TAPING ATTACHED TO THE SECTIONS OF PIPE BEFORE LAYING IN THE TRENCH SHALL HAVE FLAPS SUFFICIENT FOR CONTINUOUS COVERAGE. ALL RISERS BETWEEN THE MAINLINE AND CONTROL VALVES SHALL BE INSTALLED WITH WARNING TAPE. A SECOND WARNING TAPE RUNNING CONTINUOUSLY ABOVE PIPING TO BE INSTALLED 12 INCHES ABOVE RECLAIMED WATER LINE. BRASS PIPE FITTINGS WHERE INDIC.~TED ON THE DRAWINGS, USE RED BRASS SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATION #WW-P-351. FITTINGS SHALL BE RED BRASS CONF;)RMING TO FEDERAL SPECIFICATIONS #WW-P-460. AUTOMATIC CONTROLLERS AUTOMATIC CONTROLLERS SHALL BE OF SIZE AND TYPE SHOWN ON THE PLANS ALSO SEE "POTABLE WATER SPECIFICATIONS FOR ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. FINAL LOCATION OF AUTOMATIC CONTROLLERS SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. THE 120 VOLT ELECTRICAL POWER TO THE AUTOMATIC CONTROLLERS SHALL BE SHOWN ON THE PLANS. ELECTRIC CONTROL VALVES RAIN BIRD 100-PES-B-PRS/150-PES-B-PRS, 200-PES-B-PRS PRESSURE REGULATING ELECTRIC REMOTE CONTROL SCRUBBER VALVES. THEY SHALL BE PURPLE. ELECTRIC CONTROL VALVE BOX USE 10"' X 10 1/4" ROUND BOX FOR ALL BALL VALVES, CARSON INDUSTRIES #910-12B WITH PURPLE BOLT COVER OR APPROVED EQUAL EXTENSION SLEEVE SHALL BE PVC-6" MINIMUM SIZE. USE 9 1/2" X 16" X 11" RECTANGULAR BOX FOR ALL ELECTRICAL CONTROL VALVES, CARSON INDUSTRIES 14129-128 WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL SPRINKLER HEADS ALL SPRINKLER HEADS SHALL BE OF THE SAME SIZE, TYPE AND DELIVER THE SAME RATE OF PRECIPITATION WITH DIAMETER (OR RADIUS) OF THROW PRESSURE, AND DISCHARGE AS SHOWN ON THE PLANS AND/OR SPECIFIED IN THESE SPECIAL PROVISIONS. A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (1/2) INCH SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN, PLANTING, OR OTHER CONSTRUCTION IS NECESSARY THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. RISER NIPPLES FOR ALL SPRINKLER HEADS SHALL BE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. ALL SPRINKLER HEADS OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER. QUICK COUPLER RECLAIMED WATER -QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL BE 1" NOMINAL SIZE RAIN BIRD NO. 44NP VALVE SHALL BE OPERATED WITH A SPECIAL COUPLER KEY (ACME THREAD) TO PREVENT UNAUTHORIZED USE. LOCKING COVERS ARE REQUIRED AND SHALL BE PERMANENTLY ATTACHED TO VALVE. COVERS SHALL BE PURPLE RUBBER OR VINYL WASHDOWN HYDRANTS AND OTHER POINTS OF PUBLIC ACCESS ALL PRIVATE RECLAIMED WATER FACILITIES SHALL BE RESTRICTED FROM PUBLIC ACCESS SJ THAT THE GENERAL PUBLIC CANNOT DRAW WATER FROM THE SYSTEM. FACILITIES SUCH AS WASHDOWN HYD',ANTS (TYPICALLY FOUND AT TENNIS COURTS), BLOW-OFF HYCRANTS, BLOW-OFFS OF STRAINERS, AND OTHER SUCH FACILl·,-1ES SHALL BE RESTRICTED FROM PUBLIC ACCESS. WARNING LABELS THE OISTRICT MAY REQUIRE WARNING LABELS AS APPROVED BY Tf .E DISTRICT ENGINEER TO BE INSTALLED ON DESIGNATED 1-'ACILITIES. FACILITIES SUCH AS: CONTROLLER PANELS AND WASHDOWN OR BLOW-OFF HYDRANTS OF WATER TRUCKS AND TEMPORARY CONSTRUCTION SERVICES WHERE DESIGNATED BY THE DISTRICT ENGINEER OR INSPECTOR. THE LABELS WILL NOTIFY THAT THE SYSTEM CONTAINS RECLAIMED WATER THAT IS UNSAFE TO DRINK. "AS BUILT" APJR □VEJ FDR PLANTING AND IRRIGATION □NL_ Y, INCLUDING JRECISE LJCATI □N □F-PLANTING AREAS. RE\",EWED BY: EXP ____ _ 1:-JSPECTGR DI\ TE DATE ~CITY. OF CARLSBAD --·.1 !SHEEIS I -----------+---+--·-·--·--t-------1 PLANNl~G DEPARTME'1T 1 '??-,. Iii Ur';::,on o,.;,,,;:1gn 8 Comou1Br Lcmdl'orm Mod0!lng 1----1---------1------------------+---+----1-------1----1 IRRIGATION SPECIFICATIONS FOR: I EVANS POINT I ~----_.-;,--...----------·-·--·-·----------' I----+-'. --+-----------~-·----------11----+----l----+----------l 1·APPR2__~~f !LP {-f' 9£./ 1-------•-•l-----~---·~--------~--------+----+---~+---+-----------l l_ASSISTA{!J_,--fll..AJ.;Np,~G Jl~RE=C~10=R~ ________ O=A~tt ___ ~ : DATE j INITIAL ENGINEER OF WORK ------· -·-····~ ----------r----+----+-----+---___, --------------------~ DATE INITIAL DATE INITIAL OWN 3Y: PRGJECT NO. DRAV~NG NO. CFIHEKLDD BBYY CT 91-3 335-7L REVISION DESCRIPTION -596~ la ~Oc-& COurt. Su!!~ 205. ~. CA. 92000 FA)(:(019) 93 \-26-45 (1:,19) 931-66:!7 OTHER AP"RCVAL CITY APPRCVAL CMWD 85-309 PART 3 -EXECUTION 3.1 3.1.1 3.1.2 3.2 3.21 3.2.2 3.2.2.1 3.2.2.2 3.2.2.3 3.2.2.4 3.2.3 3.3 3.3.1 LAYOUT ALL WORK SHALL BE LAID OUT IN ACCORDANCE WIT PLANS AND DETAILS AS SHOWN ON THE DRAWINGS. LOCATE IRRIGATION APPARATUSES, EQUIPMENT, ETC. IN PLANTED AREA WHEREVER POSSIBLE. IF MINOR.CHANGES IN LOCATION ARE REQUIRED, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE, WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL COS: TO THE OWNER PROVIDING SUCH CHANGES ORDERED BEFORE ITEMS OF WORK DIRECTLY CONNECTED TO THE SAME AREA ARE INSTALLED, AND PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. EXCAVATING AND TRENCHING PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE IRRIGATION SYSTEM. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO THEIR ORIGINAL CONDITION, AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF TWO (2) INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISHED GRADE AS FOLLOWS; ··· '"'" 18" COVER OVER MAINLINES 12" COVER OVER PVC LATERAL LINES 4" COVER OVER POLY TUBING LATERAL LINES 3t,," COVER OVER SLEEVED LINES UNDER ROADS DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO EVEN GRADE. TRENCHING EXCAVATION SHALL FOLLOW LAY OUT INDICATED ON DRAWINGS AND AS NOTED. BACKFILLING THE TRENCHES SHALL NOT BE BAOKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED OBSERVATIONS ARE PERFORMED. OBSERVATIONS INCLUDE SPRINKLER HEADS, ALL FITTINGS, LATERAL AND MAINLINE PIPE, VALWES, AND DIRECT BURIAL WIRE. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL IN LANDSCAPED AREAS SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL IN PLANTED AREAS. BACKFILL WILL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER SURFACE IRREGULARITIES. 3.3.2 A FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL LINES. NO FOREIGN MATTER LARGER THAN ONE-HALF (112) INCH IN SIZE WILL BE PERMITTED IN THE INITIAL BACKFILL. 3.3.3 IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS IN PIPE, VALVES, SPRINKLER HEADS, LAWN OR PLANTING, OR OTHER CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. 3.4 3.4.1 3.4.2 3.4.3 3.5 3.5.1 TRENCHING ANO BACKFILL UNDER PAVING TRENCHES LOCATED UNDER AREAS OF PAVING, ASPHAL TIC CONCRETE OR CONCRETE WILL BE INSTALLED AND BE BACKFILLED WITH A SAND LAYER SIX (6) INCHES BELOW THE PIPE AND TWELVE (12) INCHES ABOVE THE PIPE, AND COMPACTED IN LAYERS TO 95% COMPACTION USING MANUAL OR MECHANICAL TAMPING DEVICES. TRENCHES 1FOR PIPING SHALL BE COMPACTED TO EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL AND SHALL BE LEFT IN A FIRM UNYIELDING CONDITION. ALL TRENCHES SHALL BE FLUSH WITH THE ADJOINING GRADE. THE SPRINKLER IRRIGATION CONTRACTOR SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR TO THE PAVING WORK. INSTALL NO MULTIPLE ASSEMBLIES IN PLASTIC LINES, PROVIDE EACH ASSEMBLY WITH ITS OWN OUTLET. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL IN THE ABSENCE OF DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO COMPLETE WORK. PERFORM SUCH WORK IN ACCORDANCE WITH BEST STANDARD PRACTICE WrTH PRIOR APPROVAL OF CARLSBAD MUNICIPAL WATER DISTRICT. INSTALLATION OF POLYVINYL CHLORIDE PIPE SOLVENT WELD PVC PIPE FITTINGS USING SOLVENTS AND METHODS RECOMMENDED BY THE MANUFACTURER OF PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST, AND MOISTURE BEFORE APPLYING SOLVENT. CLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL BE CURED AT LEAST FIFTEEN (15) MINUTES BEFORE MOVING OR HANDLING ANO TWENTY FOUR (24) HOURS BEFORE WATER IS PERMITTED IN THE PIPE. ALL POLY TUBING FITTINGS SHALL BE OF COMPRESSION TYPE. INSERT FITTINGS ARE NOT ACCEPTABLE. AVOID KINKING OF POLY TUBING. CONNECTION BETWEEN TUBING AND FITTINGS TO BE CLEAN AND FREE OF DUST AND DIRT. 3.5.2 3.6 3.6.1 3.7 371 3.7.2 38 3.8.1 3.9 3.9.1 3.9.2 3.10 3.10.1 3.10.2 3.11 3.11.1 3. 11.2 3.11.3 3.11.4 3.12 3.12.1 3.12.2 3.13 3.13.1 3.14 3.14.1 3.15 3.15.1 MAKE ALL CONNECTIONS WITH THREADED FITTINGS USING TEFLON TAPE. TAKE UP WITH LIGHT WRENCH PRESSURE. AUTOMATIC CONTROLLER INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. REMOTE CONTROL VALVES SHALL BE CONNECTED TO CONTROLLER IN NUMERICAL SEQUENCE AS SHOWN ON THE DRAWINGS. ALSO SEE "POTABLE WATER SPECIFICATIONS FOR ADDITIONAL SPECIFICATIONS ON AUTOMATIC CONTROLLERS. HIGH VOLTAGE WIRING FOR AUTOMATIC CONTROLLER 120 VOLT POWER CONNECTION TO THE AUTOMATIC CONTROLLER SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES, ORDINANCES, AND LOCAL AUTHORITIES HAVING JURISDICTION. REMOTE CONTROL VALVES INSTALL WHERE SHOWN ON DRAWINGS AND DETAILS. WHEN GROUPED TOOETHER, ALLOW AT LEAST TWELVE INCHES (12") BETWEEN VALVES. INSTALL EACH REMOTE CONTROL VALVE IN A SEPARATE VALVE BOX EACH VALVE NUMBER SHALL BE STENCILED ON VALVE BOX WITH WHITE EPOXY PAINT. CLOSING OF PIPE AND FLUSHING LINES CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE AND SPRINKLERS. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR THE COMPLETION OF INSTALLATION THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS AND VALVES. SPRINKLER HEADS INSTALL THE SPRINKLER HE,'DS AS DESIGNATED ON THE DRAWINGS SPRINKLER HEADS TO BE INSTALLED IN THIS WORK SHALL BE EQUIVALENT IN ALL RESPECTS TO THOSE ITEMIZED. SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. HYDROS".',I\TIC TEST -OPEN TRENCH REQUEST THE PRESENCE OF THE CARLSBAD MUNICIPAL WATER DISTRICT INSPECTOR AT LEAST FORTY EIGHT (48) HOURS IN ADVANCE OF TESTING. TEST TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESFNr.F OF THE CARLSBAD MUNICIPAL WATER DISTRICT INSPECTOR. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. ALL FITTINGS AND COUPLINGS TO BE TOTALLY EXPOSED. APPLY A CONTINUOUS AND STATIC WATER PRESSURE WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST TWENTY FOUR (24) HOURS. MAINLINE TO BE TESTED FOR FOUR (4) HOURS AT 125 P.S.I. REPAIR LEAKS RESULTING FROM TESTS, AND RETEST UNTIL SYSTEM MEETS SPECIFIED TEST. BACt<FILLING AND COMPACTING INITIAL BACKFILL ON ALL LINES SHALL HAVE NO FOREIGN MATTER LARGER THAN (1/2") IN SIZE. BACKFILL SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO DRY DENSITY EQUAL TO 90% OF ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES, WITHOUT DIPS, SUNKEN ARES, HUMPS, OR OTHER IRREGULARITIES. SETTLING OF BACKFILLED TRENCHES, WHICH MAY OCCUR DURING ONE YEAR PERIOD AFTER FINAL ACCEPTANCE, SHALL BE REPAIRED BY THE CONTRACTOR, INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING, OR OTHER IMPROVEMENTS OF ANY KIND, TO OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. TEMPORARY REPAIRS THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS AS NECESSARY TO KEEP THE SPRINKLER SYSTEM IN OPERATING CONDITION. THE EXERCISE OF TH IS RIGHT BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE TERMS OF THE GUARANTEE AS HEREIN SPECIFIED. ADJUSTING THE SYSTEM ADJUST VALVES, ALIGNMENT, AND COVERAGE OF ALL SPRINKLER HEADS IF IT IS DETERMINED THAT ADJUSTMENT IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE MORE ADEQUATE COVERAGE. MAKE ALL NECESSARY CHANGES PRIOR TO PLANTING. THESE CHANGES OR ADJUSTMENTS SHALL BE MADE WITHOUT ADDITIONAL COSTS. THE ENTIRE SYSTEM SHALL OPERATE PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. ELIMINATE OVERSPRAY ONTO WAL'r(WAYS OR PAVINGS. MAINTENANCE THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER AUTOMATIC OPERATION FOR A PERIOD OF SEVEN (7) DAYS PRIOR TO ANY PLANTING. 3.15.2 3.16 3.16.1 3.17 3.17.1 3.17,1.1 3.17.1.2 3.17.1.3 3.17.2 THE ARCHITECT RESERVES THE RIGHT TO WAIVE OR SHORTEN THE OPERATION PERIOD. CLEAN UP CLEAN-UP SHALL BE DONE AS EACH PORTION OF WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE. ALL WALKS AND PAVING SHALL BE SWEPT OR WASHED DOWN. ANY DAMAGES SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. SITE OBSERVATIONS IN ALL CASES WHERE OBSERVATION OF THE IRRIGATION SYSTEM IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE OBSERVATION OF THE CARLSBAD MUNICIPAL WATER DISTRICT. IT WILL BE THE SOLE RESPONSIBIL!TY OF THE LANDSCAPE CONTRACTOR TO NOTIFY THE CARLSBAD MUNICIPAL WATER DISTRICT TWO (2) WORKING DAYS IN ADVANCE OF THE TIME SUCH OBSERVATIONS ARE REQUIRED. FAILURE TO CALL FOR ANY ONE Of THE OBSERVATIONS CALLED FOR BELOW WILi CONSTITUTE IMMEDIATE STOPPAGE OF ALL PERFORMANCE PAYMENTS TO THE CONTRACTOR OBSERVATIONS ARE REQUIRED FOR THE FOLLOWING: UPON INSTALLATION AND TESTING OF MAINLINE. UPON INSTALLATION OF LATERAL LINES. A COMPLETE OPERATING TEST OF ENTIRE SYSTEM AT FINAL OBSERVATION. THE REQUIRED MAINTENANCE PERIOD FOR THE SYSTEM SHALL NOT BEGIN UNTIL THE FINAL OBSERVATION HAS BEEN MADE AND ALL INSTALLATION APPROVED BY THE CARLSBAD MUNICIPAL WATER DISTRiCT. SECTION 02900 -LANDSCAPE WORK PART 1 -GENERAL 1 1. 1.1.1. 1.2. 1.2.1. 1.2.1.1. 1.2.1.2. 1.2.1.3. 1.2.1.4. 1.2.1.5. 1.2.1.6. 1.2.1.7. 1.2.1.8. RELATED DOCUMENTS DRAWINGS AND GENE"lAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. SUMMARY THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOWING ITEMS: TREES SHRUBS. PLANTS. GROUNDCOVER. SOIL AMENDMENTS. FINISH GRADING. HYDROSEEOING MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION. 1.2.2.1.. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, "POTABLE IRRIGATION SYSTEM." AND "RECLAIMED WATER IRRIGATION SYSTEM 1.3. QUALITY ASSURANCE 1 31. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE WORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE WORK INCLUDING PEST CONTROL APPLICATOR'S AND C-27 LANDSCAPING LICENSES. 1.3.2. SOURCE QUALITY CONTROL: 1.3.2.1. GENERAL: SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON•AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFIY ALTERNATE MATERIAL. 1.3.2.3. ANALYSIS AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURE CHEMISTS, WHEREVER APPLICABLE. 1.3.2.4 TREES, SHRUBS, AND PLANTS: PROVIDE THEES, SHRUElS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEAL THY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS. EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS. SUN-SCALD, INJURIES, ABRASIONS, OR,DISFIGUREMENT. 13.2.5. WHERE FORMAL ARRANGEMENTS OR CONSECUTi'/E ORDER OF TREES OR SHRUBS ARE SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD. 1.3.2.6. SELECTION: THE LANDSCAPE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING, FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE WORK. LANDSCAPE ARCHITECT RETAINS RIGHT TO FURTHER CHECK TREES AND SHRU~S FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS. INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTI\ACTDK SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTAL$ 1 .4.1. GENERAL: SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 1.4.2 PLANT AND MATERIAL CERTIFICATIONS: 1.4.2.1. CERTIFICATES OF INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MANUFACTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. 1.4.23 LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. 1.4 24 SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH SEED SPECIES. 1.4.3. SOIL TESTING; 1.4.3.1 UPON COMPLETION OF GRADING OPERATIONS, SUBMIT ONE REPRESENTATIVE SOIL SAMPLE FOR EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING. SOIL SAMPLES SHALL REPRESENT A CROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EC; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY AND THE LANDSCAPE ARCHITECT FOR INCORPORATION INTO THE PLANS. 1.4 3.4. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED WITH "OR EQUAL" PRODUCTS APPROVED BY THE CITY. APPROVED FOR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE LOCATION OF PLANTING AREAS, RCE REV,EWED BY: "AS BUILT" EXP, ___ _ DATE DATE rl-====1====~~=====================~=========r====r=====·=====r===~-r-;::==:::::;-':=============:;--: ---i t---,---+-----------+--~1-------+ 1 ---+-----ll~35 I. ___ c_,TY __ o_F_cA_RL_s_a_A_D.._._Jl~;g~s1 INSPECTOR ADL l@l'IIIP --------1 ,_,,' Planning rim L Associates Jlu&ifl Ii Lend ~k::innln.i '!m,21,,;, ~ O::w..rt. s,.,1t.,. :.105. O::!~. CA l':A}(: (619.) 9Jl-2b45 (619) 931-8637 _ PLAN'-JING DEPARTMENT 1--..........,i----+-----------------+---+---+---+------l IRR-IG_A_T,._IO_N_A_N_D_P_L-AN_T_IN_G_S_PE_C_I_FI-CA_T_IO_N_S_FO-R-,------,1 ~VANS POiNT I : . '---1------+ --------., ____ --------+---+---+------l--- DATE INITIAL DATE INl,IAL DATE INIT,A• .. I g~~D 3;Y, ENGINEER Of WORK REVISION DESCRIPTION OTHER APPRO'✓AL CITY APP~OVAc. ! FIELD BY: PROJECT '10. CT 91-3 ~.~ L~~?~ 1.5. 1.5.1. 1 5 3 1.5.4. 1.6. 1.6.1. 1.6.2. 1.7. 1.7.1. 1.7.2. 18 1.8.1. 1.82 1.8.3. 1.8.4. 1 8.5 DELIVERY, STORAGE AND HANDLING PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORA-, 'ON DURING DELIVERY. AND WHILE STORED AT SITE. TREES AND SHRUBS: DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SLJCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES. OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE COVERING DURING DELIVERY. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. JOB CONDITIONS UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. EXCAVATION. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. SEQUENCING AND SCHEDULING PLANTING TIME: PROCEED WITH, AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. COORDINATION WITH GROUNDCOVERS: PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING OF GROUNDCOVERS, UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. IF PLANTING OF TREES AND SHRUBS OCCURS AFTER GROUNDCOVER PROTECT GROUNDCOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTING FROM PLANTING OPERATIONS SPECIAL PROJECT WARRANTY WARRANTY LAWNS AND GROUNDCOVERS THROUGH SPECIFIED MAINTENANCE PERIOD. AND UNTIL FINAL ACCEPTANCE. WARRANTY SHRUBS FOR A PERIOD OF 90 DAYS AFTER DATE OF FINAL ACCEPTANCE. WARRANTY TREES, FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR GROWTH OR FORM. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. MAKE REPLACEMENTS WITHIN 14 CALENDAR DAYS OF NOTIFICATION. REPLACE TREES AND SHRUBS WHICH ARE IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. ANOTHER WARRANTY SITE OBSERVATION VISIT WILL BE CONDUCTED AT END OF EXTENDED WARRANTY PERIOD, IF ANY, TO DETERMINE ACCEPTANCE OR REJECTION /'-eGlU:Pa> REPLACEMENTS SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2 1. SOIL AMENDMENTS 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED COMMERCIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC- BASED CONDITIONER. PREPARED BY MIXING A LIGHT, FRIABLE, SILICEOUS MATERIAL WITH NITROGEN-FORTIFIED, FINELY GROUND BARK. WOOD CHIPS AND/OR SAW DUST. THE MATERIAL SHALL CONTAIN A LONG-LASTING FORM OF IRON AND SHALL BE WILBUR- ELLIS "ORGANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAL. 2.1.2. BARK MULCH: BARK MULCH SHALL BE ,FREE FROM DELETERIOUS MATERIALS AND SUITABLE FOR TOP DRESSING CONSISTING OF CLEAN, GRADED PEA SIZE (114" -112") FIR OR PINE 2.1.3. COMMERCIAL FERTILIZER: COMPLETE FERTILIZER OF NEUTRAL CHARACTER. PER THE SOIL TEST RECOMMENDATIONS. 214 PLANT TABLETS, AGRIFORM (20-10-c,) BLUE CHIP TABLETS 5 OR 21 GRAM. 215 IRON SULPHATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FESO4•H2O) A MINIMUM ANALYSIS OF 200% AND 98.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTURAL GRADE GYPSUM SHALL BE A (CASO4•H2O) CALCIUM SULFATE 94.3%. 90% SHALL PASS A 50 MESH SCREEN 2.2. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RESULTS. 2.3. PLANT MATERIALS 231 _ QUALITY: PROVIDE TREES, SHRUBS, AND OTHER PLAN-: 3 OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2. CONTAINER STOCK (1 GAL., 5 GAL., 15 GAL., BOXES) SHALL HAVE BEENGROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE GRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES: PROVIDE TREES OF HEIGHT AND WIDTH SCHEDULED OR SHOWN AND WITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI 260.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERWISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS. PROVIDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 234. SHRUBS: PROVIDE SHRUBS OF n·:: HEIGHT AND w:D·H SHOWN OR LISTED REQUIRED BY ANSI Z60.1 FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. GROUNDCOVER MATERIALS 2.4. 1. SEED: PROVIDE FRESH, CLEAN, NEW-CROP SEED COMPLYING WITH TOLERANCE FOR PURITY AND GERMINATION l::STABLISHED BY CFFICIAL SEED ANALYSTS OF NORTH AMERICA. PROVIDE SEED M,XTURE COMPOSED OF SEED SPECIES. PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION. AND MAXIMUM PERCENTAGE OF WEED :JEED. AS SPECIFIED IN THE "SCHEDULE OF SEED MIXTURES" INDICA 'ED ON PLANS. 2.4.2. PROVIDE GROUND COVER PLANTS ESTABLISHED AND WELL ROOTED IN FLAT REMOVABLE CONTAINERS AND WITH NOT LESS THAN MIN,MUM NUMBER AND LENGTH OF RUNNERS REQUIRED BY ANSI Z60.1 FOR THE POT SIZE SHOWN OR LISTED. ' 2.5. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS: ALL.. .V1ATERIALS SHALL BE STANDARD, APPROVED, FIRST GRADE OU,-ILITY AND IN PRIME CONDITION WHEN INSTALLED. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.5.2. BINDER -AZ-TAC OR EQUAL. 2.5.3. CELLULOSE FIBER MULCH -WEYERHAUSER "SILVA-FIBER" OR EQUAL. 2.6. MISCELLANEOUS LANDSCAPE MATERIALS 2.6.1. STAKING MATERIAL: STAKES SHALL BE OF LODGEPOLE PINE, THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS, STAKES SHALL BE NO LESS THAN TEN (10) FEET IN LENGTH TREE TIES SHALL BE V.I.T CINCH-TIE OR APPROVED EQUAL. PART 3 -EXECUTION 3 1. PREPARATION -GENERAL 3.1.1. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 3.1.2 GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED IF THE MCSTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL TH ,T WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND Gc'ADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOIS'URE CC\JTENT IS INCREASED OR REDUCED TO ACCEPTAELE LEVE,_'.3 AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXII\,: HE BEFORE PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM 7HE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 31 4 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIEUT NUMBER TO FULFILL INTENT OF DRAWINGS. CERTIFY ANY CLA;-11FICATIONS WITH THE LANDSCAPE ARCHITECT. ADEQUATELY STA••,E, BARRICADE, AND PROTECT ALL IRRIGATION EQUIPMENT, MANhOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL PHASES OF THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 31.5, CONTRACTOP. SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES. TRIP SLIPS. AND INVOICES FOR SOIL PREPARATION MATERIALS,fSHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM SOIL PREPARATION RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE AT NO COST TO OWNER, THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED 32 FINISH GRADING 3.2.1. FINISH GRADING: FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRAWINGS AND LANDSCAPE DRAWINGS. 3.2.2. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND SETTLED SURFACE GRADES; AND SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAWING. 3.2.3. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE WHERE REQUIRED BY THE LANDSCAPE ARCHITECT. 32 4 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE. ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES. AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. 3.2 6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS. WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. 3.2.7. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAWINGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL CONDITIONING, FERTILIZING & ROTOTILLING: AFTER THE PLANTING AREAS HAVE BEEN GRADED. APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAWN AND GROUND COVER AREAS WITH A SLOPE OF 3:1 OR FLATTER. ALL LAWN AREAS SHALL BE CROSS-RIPPED IN TWO DIRECTIONS TO A DEPTH OF 8 INCHES MINIMUM BELOW FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER 1 INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH OF NOT LESS THAN 6 INCHES BY ROTOTILLING A MINIMUM OF TWO (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE, FREE OF LUMPS. CLODS. STONES, ROOTS AND OTHER EXTRANEOUS MATTER GRADE SHALL BE RETURNED TO THE CONDITION OF TH=-hC'f'fcVl"P Gf'AP•N& P~<co 3.3.1.1. 3.3.1 1. 1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND WEEDS. PROPERLY DISPOSE OF SUCH MATERIAL OUTSIDE OF OWNER'S PROPERTY. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOWING SCHEDULE IS FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3 6 4 BEGIN THE HYDROS EE DING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. 3.64.1. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: 3.7.3. 3.8. 3.8 1. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL INON-TUff' :"LA'-1T1t--\& l'/'fA0 U=-00 011oe.r 11-IAN ~, 1 Ci'IF!\"IJ>N Af'l,As e;<ecJO!>o) POST FERTILIZATION POST FERTILIZATION FOR ALL AREAS SHALL OCCUR AFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS .. MAl,ffENANCE PERIOD 33.1.1.1.1. 3.3.1.1.1.2. 3 3 1 1.13 33.1.1,1.4. ORGANIC AMENDAMENT 6 CU. YD. PER 1,000 SO. FT. IRON SULPHATE: 20 LBS PER 1,000 SO. FT. GYPSUM: 120 LBS PER 1,000 SO FT PRE-PLANT FERTILIZER: 30 LBS PER 1,000 SO. FT. THE HYDROMULCHING $HAL~ BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL. THE MULCH SHALL NOT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. 3.9 3.91. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, AND ALL OTHER INDICATED OR SPECIFIED WORK ON THIS PROJECT IS COMPLETE, CHECKED, ACCEPTED AND WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT IS GIVEN. 3.3.2 3.4. 3.41 3.4.1.1. 3.4.1 2. 3.4.1 3. 3.5. 3.5.1. 3.5.2. 3.5.2.1. 3.5.2.2. 3.523 3.5.2.4. 3.5.2.5. 3.5.3. 3.5.4. 355 3.5.6. 3.5.7. 3.6. 3.6.1. 3.6.2. 3.6.3. ALL SLOPE AREAS 2:1 OR STEEPER SHALL RECEIVE GYPSUM AT A RATE OF 120 LBS. PER 1,000 SO. FT. EXCAVATION FOR TREES AND SHRUBS CONTAINER GROWN STOCK IN CANS SHALL BE REMOVED WITHOUT DISTURBING THE ROOT BALL STOCK GROWN IN BOXES SHALL HAVE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR SIZE OF CONTAINER WIDTH AND DEPTH. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS. FILL EXCAVATIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW WATER TO PERCOLATE OUT PRIOR TO PLANTING. PLANTING TREES AND SHRUBS ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING, THEY BEAR ONE INCH ABOVE THE SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER. PLANTING TABLETS SHALL BE PLACED IN EACH TREE PLANTING HOLE AT THE FOLLOWING RATE: 1-21 GRAM TABLET PER 1 GALLON CONTAINER. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 1-21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION_ WATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROUGHLY WATERED IMMEDIATELY AFTER PLANTING. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT. AND SHAPE TREES AND SHRUBS IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, IF ANY PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESULTING FROM IMPROPER PRUNING. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES. 15 GALLON AND SMALLER SHALL BE SINGLE STAKED. 24" BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON DRAWINGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. HYDROSEEDING INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK. THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. QUALITY OF WORK: THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3 6.4.2. PREPARATION OF HYDROSEEDING MIXTURE· THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SPECIFICATIONS. 3.6.4.3. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO THE iANK WHEN THE ENGINE IS AT ONE-HALF THROTTLE. WHEN THE WATER LEVEL HAS REACHED THE HEIGHT OF THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED. THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 113 FILLED WITH WATER AT THIS TIME). 3.6.4.4. THE ENGINE THROTTLE SHALL BE OPEN TO FULL SPEED WHEN THE TANK IS 1/2 FILLED WITH WATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2-1/3 TO 3/4 FULL AT THIS TIME THE SEED MIX SHALL ALSO BE ADDED. 3.6.4.5. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL AND THE SLURRY IS MIXED. 3.6 5. APPLICATION: THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. 36 6 TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEEDMIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE CONTRACTOR $HALL ADD 75¼ MORE OF THE ORIGINAL SEEDMIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING ANY MIXTURE NOT APPLIED AFTER EIGHT HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. 3.6.7. PROTECTION: SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING • SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURFiY $PRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE 3.6.8. HYDROMULCHING SCHEDULE: AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. 3.6.9. APPLICATION RATES: 3.6.10. 3.6.10.1. 3.6.10.2. 3.7. 3.7.1. 3.7.2. CELLULOSE FIBER -2,000 LBS/ACRE M-BINDER -140 LBS PER ACRE SEED MIX AS INDICATED ON DRAWINGS ' HYDROSEEDING EQUIPMENT: THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOWS' THE HYDROMULCHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENOUGH TO PREVENT CLOSING AND CONTINUOUS NONFLUCTUATING DISCHARGE OF AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF,PROPELLEO OR DRAWN BY A SEPARATE UNIT. THE EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 LBS) OF ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF WATER. PLANTING GROUND COVER SPACE GROUND COVER PLANTS AS INDICATED OR SCHEDULED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOILS. PROVIDE PLANT TABS PER SPECIFICATIONS. 3.9.2. 393 3.9.4. 3.9 5. 3.9 6. 3.10 3.10.1. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK, THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO CASE, LESS THAN 90 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE PROTECTION OF THE LANDSCAPE AREAS DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 'SHALL THE CONTRACTOR,MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, MOWING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH; CONTRACTOR SHALL RESTORE PLANT WATERING BASINS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS, RESET TREES AND SHRUBS TO PROPER GRADES c;i VERTICAL POSITION AS REQUIRED, AND $PRAY AS REQUIRED T', KEEP TREES AND SH"IUBS FREE OF INSECTS AND DISEASE CLEANUP AND PROTECTION DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 3.10.2. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR. OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3.11 SITE OBSERVATION VISITS: 3.11.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY Tf-11=--CTY 1t-1ssre,::;r01'-AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADVANCE OF THE TIME OBSERVATION IS REQUIRED 311.2. SITE OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 3.112 1. 3,112.2. 3.11.2.3. 3 11 .2.4. 3.11.25. 3.11.2.6. 3.11.3. ~.11.4. INCORPORATION OF SOIL CONDITIONER AND FERTILIZER INTO THE SOIL. UPON COMPLETION OF FINISH GRADING PRIOR TO PLANTING. APPROVAL OF PLANT MATERIALS. WHEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. FINAL SITE OBSERVATION VISIT AT THE COMPLETION OF THE MAINTENANCE PEc11OD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE ilEGINNING DATE FOR THE WARRANTY PERIOD OF PLANT MATErilAL UPON COMPLETION OF THE WARRANTY PERIOD. ACCEPTANCE: UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME OF EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. END OF SECTION 02900 SOIL PREPARATION: WATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT ALLOW THE SOIL SURFACE TO BE SUPER SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WJTHIN THE FIRST 1/4 INCH OF SOIL SURFACE. ~, -·-f i"'l'T I U 2..E.f'. ·. AOL m1 Pian n in~ -------:1-llillt Assocl·a es 1111111m Ill.WI JllJll!i ---- ft Lo!">d P1,:;,nnl...-,g I$ \..ond5cape Archftecruflllo 1!111; lJrbon ~lgn .. ~ ~M!Offfl MMolng TUP-" Al'l=A -( 12-12-12)-4<=o 1.-= / Acff'- Off\i"-F-Af2.EA,;', -(o-e,&-0) -'!?00 UcS / A:CI'<'- -( ,,,.,, D -0 J U.f. -C,,0 LV~ / ,A,c:fE. I APPROVED FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE L □CA TI □N OF PLANTING AREAS, "AS BUil T" RCE EXP _____ _ REVIEWED BY· INSPECTOR CITY OF CARLSBAD PLANNING DEPARTMENT 1-----------+---+------+-------+-------l-----+-------------i ~ l---+---+-----------·--------+---+---+---+------1 ~-------------- DATE DATE ~-----------------------1---+---t--------------------+---+---+---+----I PLANTING SPECIFICATIONS FOR EVANS POINT APPROVED: .. ;J/1 J(~ '7,,96~ I\SSISTI\NT PLANNi~G ~ DIR_,~C~T~OR,'.:,::.=,::,::_:::::_.=:::_,:::::_.::;;--;:::=:::::::'.'.D'.:'.:I\ TE~==-== f-D-A-TE-----1-IN-i-,I-A-L ,__ ____ -----~-------+-□A_T_E-+I-N-IT-IA-L+-D-A,---,TE=-+1-,--,NcclT=-IA---,-L7 r--D-WN_B_Y_:____ PROJECT NO. ,-o 3 RA 3 wr 5 N_G?LNO. CHKD BY: CT 91 3 ;_:NGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FIELD BY: - CMWD 85-309 r w w I (/) w w (/) ~ r21zJJ @ ,j SEE Li<1z-sl ® [ :?/92-J . @ []:go3 I '72 70' SHEET ®' -1-z§si] . . -,,. -/'< I ,a ,.1·"' j f'" ' I ,, . ' . . 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[107.0 ~.,_ '",. ·,. ·---... ......... _ \ , 9322: _ \ -...,,. ¾-,.,......,.- STREET CENTERLINE MONUMENT LOCATION ■ STATION 414+24. 79 ON EL CAMINO REAL APPROX. 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORD FROM■ COUNTY OF SAN DIEGO Rl8OO (414+24) ELEVATION ■ 74.269 DATUM■ M.S.L. \ \ \ '° ii, /41, Al:. ~ c, ,.._,,_!-n.lTF' re,J-QC.,I"-WAU..-H./ \/1F'J.J i-JALI...-f'-lc.VIS Ee-l,ecbl:'-M 17 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION ' ! ' I ' j -- DATE INITIAL OTHER APPROVAL / j ' 12·4· 'I(. DATE /A INITIAL CITY APPROVAL I-£-<', EJit?: ---VIEW l,JAU- SeE-t:?ErAI L .A,, ';;,HU:T 4 7 .-.■.■■ fHEME WAcl -$-PILASTER ®0000 VIEW f'ENCE -..:.-RETAINiNG WALL (PER ENGINEERS /' GRADING AND IMPROVEMENT Pc.ANS) , NOTES: 1. SEE SHEET 4'! FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCING 'TO BE LOCATEcl) BETWEEN I_OTS). ' 2. SE[ SHEETS f~ -50 FOR CONSTRUCTION DETAILS. 3. SEE SHEET eco.FOR GENEf-lAL CON'.JITIONS AND ADDITIONAL. NOTES. 4. RETAINING WALLS SHALL ALSO RECEIVE STUCCO TEXTURE AND COLOR TO MATCH THEME WALLS "AS BUil T" DATE RCE EXP, R(VlEWED BY: -·-INSPECTO.~ rJA TE I 5 37T I CITY OF CARLSBAD ~ PLANNING DEPARTMENT :2. ·WALL.& FENCE PLAN FOR: EVANS POINT LANDSCAPE CONSTRUCTION / ' -. ,, ' • ,✓,/ (l( :?-9-,~v . A!'i!'i1!:;TliNf'i5LANNING DIRECTOR OWN BY: t,P'- I PROJECT NO. I DRAWING NO. CHKD BY: APL-CT 91-3 RVWD BY: 335-?L CMWD 85-309 \ \ \ \ \ SEE \ \ '--.·,_ \\ ··., ' ' ~-, ,,•• \ ,,>,\' \\' ', - ' ',_ \ \ \ \ \ \ \ \ \ \ \ ,_ ,.. \ \ \ \ I I i I ! /, ' I I I / ' I ' j - ADL ~~~~ii~9es ------- Ii Land ~lariri:f)Q Ci Lc::,r,d~e:cp,u Archit&e:tura ~ u,oo-, Do:ai6A'"' fi C6m~u:,;,.r Lc:ir.:Uotr'n M6d1:11.;9 59o2LoPloooCourt, SUit&~, Ca~S'.IOd, CA.92008 FAX:(679;931-26-4-5 °(619)931--8~, SEE ... BENCH MARK DESCRIPTION, STREET CENTERLINE MONUMENT LOCATION• STATION ◄1 ◄+2◄.79 ON EL CAMINO REAL APPROX. 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORO FROM• COUNTY OF SAN DIEGO Rl800 <◄ I ◄+2◄l ELC:VATION, 7 ◄.269 DATUM• M. S. L. DATE INITIAL ENGINEER OF WORl\ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LEGEND, ■■■.■■ THEME WALL PILASTER "'®®®® VIEW FENCE ""'-'-RETAINING WALL (PER ENGINEERS GRADING AND IMPROVEMENT PLANS) NOTES: 1 SEE SHEET 4'1 FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCING (TO BE l"OCATED BETWEFN LOTS). 2. SEE SHEETS4i -Coo FOR CONSTRUCTION DETAILS 3. SEE SHEET ,;;o FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. 4. RETAINING WALLS SHALL ALSO RE'CEIVE STUCCO TEXTURE AND COLOR TO MATCH THEME WALLS. "AS BUil T" RCE EXP_ REVIEWED BY: •--u~- INSPECTOR ~ CITY OF CARLSBAD 8 PLANNIN<' DEPARTMENT \:VALL & FENCE PLAN FOR: EVANS POINT DATE DATF ~ '}.- LAND~CAPE CONSTRUCTION )"~s) i:tJ y---S: 9c/ ' / ASSISTANT PLANNING DIRECTOR OWN BY: ,'\Pt,, I PROJECT NO. I DRAWING NO. CHKD BY: AD<--CT 91-3 RVWD BY: 335-7L CMWD 85-309 ; I -. - ""'_,.,,-.,..,_ """'" ,..,,_"'• '--..~, . , '";< .;,,,, , 4 •·,~.: .: '"--,.. ... ,,,.,. '"'-,,,, " ( , r '· i . l , \ \ -z;_ C \ \ . . . \ \ I I . ... SEE SHEET ,, .. ~, • -1 • / :,7\"~==--<: I -.. ___ .,"';) /) 1 <' •. / / \ '"' \, -__ -~ -~i.::.--'-·_;,,-----__ / ____ / .-- 1 .1 .• -1/ 1 11 _ . .✓ >\ . \ "'· --.:,._..,....,.-~-' " \ '•-. \, . ' .: --_ --~-•..... -~---. --•-/ ;l I ./• ' ,., ·, ~-, ~-\, /,/' .-.,., ~ / \ '·,. \ --~-"'-. . ~--·--:-"". . . , . ·_:// / \ (. ---_ -· "\ \ '' ', . . . . . . '----·····-··•·· __ .. ~ \ \ \ -. <,, \ \, \ \ . •· > \\ ~-~---~--.,;-;: . \ . . \ "\ \ •, < '\ -.._,~❖•• -~~~--'.'....,,,;:....::.:··"-;:w,-~--•"="'-~,_, "'-~,,.,_~¾, \ -...'·~~~'-, -~ \ ' ' \ \, \ ,\ '·"<-,.,,..,.,,,,-__. .. .::~--. ¾....-., ' ,,,,,_,.....:· Q/00 ,:C • ., °ftQO C ,. • ', • •~"?.3l_--~-,~:~ \ 7P.0-1.:J{l~---, ~--~ ., I • \ . / X,~/--· , " : / / I _I -~ .'/ */ c I I, J. /I I i '~~ 1'o/ @ [22!fa] f(,0 00 \ \ ( I SEE f C ,-------·-·····, ·· ...... __ ,11,'l?J/_ i'_l,.1\-c?i. ✓_,, , . ·::,<"'""'•"'' :;;-... -✓ ® i Lzi,3_1J I I 1,Z? 1 I\,--,; 9T,ijl!(i;_J.I_T 7Y!'E l-(&10tv4i(.. · \,.~ fe"f' D -30 f 30 . -' ;.v fl)(: ! ',, . \'.9f( c~•-• .fo/4 Ci!. _ ~ z; ·'la .:, !DF lo/85 . ,+-- ,Zi)'A'.10 -1/Z_ ?J)(V_~I?_ MP [-~Ycl?2f..._~ J .:YS3i!':47Ct< .?4" 7,1/fO\' 1"0( 0-40 :?e / _W/ f'"ilTc/?. lJ,A,v1'<eT Kfi'. J(,)/(_fi E/\;/:;;/Ncct<S S'f'EC-£ /I . c</00 ~ /ri;,o= ,._,2,i'/ ,q, 1/ /; I I . ( ' 51. rJ/-'c. l'~OC't"iJ"l"/CIV / 5tT /!EM!!. tY, :.h'l.".14 SHEET SEE ·@ @45] 0 ft)(i; '-??E> \ AAPls~s~onci·,nage-s----11. It I ---ffiffilll@ll!lffll!!f fi Urh<Jn Doa51g,-, It" CorrpCrto,-LJJ'ldl'o,m ~r,a BENCH MARK DESCRIPTION■ STREET CENTERLINE MONUMENT LOCATION■ STATION 414+24,79 ON EL CAMINO REAL APPROX. 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORD FROM• COUNTY OF SAN DIEGO Rl800 !414•24) ELEVATION• 74.269 DATLJ,ih ~.S.L. [ 2i'_!3 j @ \ DATE INITIAL ENGINEER OF WORK SHEET 40 1_1£- 1'if_) ; ~ ®. ~ i ! ' \_) , I,,_ ,. I ':'l . II,'. ;F So·'!./ . [~"2 .. tl @ [21i"""f] ® \ ,.. . . ~-.... -.. ---· 2200 ~,. ( K! (j\ ~-• ·J '4:-:(: '(~ 11 F": "sj ~)-t <.)/c/J REVISION DESCRIPTION I DATE [t1:ff] ® r· --1 , 2/9 2 1-w w I U'.l w w (J) 9Z 70" \ INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ■11 ■•11 THb'v1E WAl.L -{:)-1":LASTER ©0000 Vll:W FCNCE -=-RETAINING WAL._ (PER ENGINEEHS GRADING ANO IMPROVEMENT PLANS' . NOTl'S: 1 SEE SH~ET49 FOR TYPICAL LOCATIONS OF CHAIN UNK AN!) WOOG FENCING (TO GE LOCATED llcTWE[N LOTS' 2 Sl:E SH[kTS -44 -"6 FOR CONSTflUCTION DETAILS. 3. St:E SHEET c;o FOR GENERAL CONDITIONS AND Al)JITiONAL NOTES. ·1. RU AINING WALLS SHALL ALSO RECEIVC: :STUCCO l"EXTURE AND GOcOR TO MATCH I rlEf/E WALLS. .. ·-_ll ,, /\S BUil T" -~~~ RC[ EXP RE \/1 El'ii::J tlY: ~---· . INSPECTOR ~ CITY OF CARLSBAD 9 PLANNING 01:.PARTMENT WALL & FENCE PLAN FOR EVANS POINT --- Ct:'.TE DATE 11~~s1 LANDSCAPE CONSTRUCTION ~ ,.-,,.·· _I ! ! . 7_~7~-i j2,t£.. 9L / '--·~-· !I ASSISTANT PLANNING DIR~C llJR DWN BY, ,ADL PRDJECT NO. DRAWING NO. CHKD BY: Ao,.__ CT 91-3 RVWD BY: 335 7L CMWD 85-309 < ~~~: r LLJ LLJ :c en I.LI uJ en ·1 --·-···~...........___ __ ____,__ SEE I I ~ .... * ·~ . Cl ,', ;& <· ·,. SHEET I @ I I, _,L.l, 2f0 'C ,i ' . i I I ,I, I I I I G <:::, ~· "'-... ' :( I G \:) r '---· 24? I SEE [1-11 c;; _j @ 1 1so 9 ® . I 151.7 '1 ; ~ f _,@ . . l:, ,,✓,-· -r-• -c ...... ___ w· 1 -.... __ /.)1, Gss0. /\) L'.,,, __ 2..._J ® ~-----~i--..__ _______ _ I 1s2 .. · .8] ~· '------ ... ---l ISG,?~ ® ···--->'-.. e ~---. .~ :::.:~ ... -................ ".';'...._ ----------~--.:;.._ \\ . :-16ol] TF l<,,10,' _@_ l=>F r &,;, & ~ . , '•,,, ,,/ ·t·-. -------- ® r 2383 . - ?39 3 SEE \ "'"•'" I. ,... ,,,., . . .. J· r "···· __ .,,,ii. ... ' '1 [ /32.G ® ' .. f ,. • I (1 f .-~ _ .... ~- ,"~ ,..~ 16.;;4 "9 ·1/ -·· I i ./· .--•·•··~ .... ~- ! ~,•"= ' / -~id ... -" //... . .. :: . . ....... fu'_ ·· .. ·~ . ~ f.r-· . ' . 1'19'!/ ~"---:-1t1' \ I ' I ? ,.,,,,N ~ ~ ,S ll [_ L7Af__J -~ SHEET ~7 BENCH MARK DESCR I PT I ON• STREET CENTERLINE MONUMENT LOCATION, STATION 414+24.79 ON EL CAMINO REAL APPROX, 670' NORTH EASTERLY OF CAMINO HILLS DRIVE ·, "' ... \ \_ ' \ ' ..... \ ' '· ·, t) ; ' ' -, \ . \ _J=,,; ' \ I ,t:UJ, l ~ @) ---v1e.W. WAU-- <;;,e,e.. l?ef'AI L-'A', ':,l-+e.e(" 4 J ■m.,.,a 11-11,ME VVAL .. PILAST[R I ·< \ 00®®0 VIEW FENCE ~ ~ RETAINING WALL (PER ENGINEERS GRAOING ANO IMPROVEMENT PLANS)/ NOTES ~ RCE 1. SEE SHEET 44 FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCING (TO BE LOCATED BETWE~"J LOTS). 2. SEE SHEETS 14-59 FOR CONSTRUCTION D[TAILS 3. SEE SHEET 50 FOR GEN~RAL CONDITIONS AND ADDITIONAL NOTES. 4 Rl'TAINING WALLS SHALL ALSO RECEIVE STUCCO TEXTURE AND COLOR TO MATCH THEME WALLS. BUil T" DATE EXP REVIEWED BY: INSPECTOR WALL & FENCE PLAN FORr , DATE ~ ~J EVANS POINT LANDSCAPE CONSTRUCTION ADL IINilk:' Planning·_·······_·· ·--;;11£l RECORD FROM• COUNTY OF SAN DIEGO Rl800 (414+24l 1--------1-~--------+----+--t---------1 -~~. ~··· ·; ~<;,%~· ,~;.' ~..-----~~ C.~ S ~ / .. ·•' ~ W---(J~ /-a_ ASS1§¥:0:.NT PLANNING DIREC I OR Associates _ mmmm[§ D Lane' P\cnnlr,g II Urban l..)oolgn m. COmpu1$[ t.ondlorr-i MOOet11'1Q ELEVATION• 74.269 DATUM• M.S.L. 1----1-----+-----------------+---+-=--+-:,-,,=-t-c-=-c-:-t OWN BY: ~A~PI.~-, DATE INITIAL 1--0_A_T_E~_IN_IT_IA_L-+-_D_A_TE~~INI_T_IA_,L CHKD BY: AVl--- REVISIQN DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK PROJECT NO. CT 91-3 I DRAWING NO .• 335-7L CMWD 85-309 f I I / I I I \ \ f / / ( I ! / I .. t i ~. I / I ' . i I i / / ' ' SEE •• __ ,..,...,.. ,,,. ·+' "' . ,,,,,,.,.~ I ' I I i \ •o 20 \ \ 0 SHEET -•=••w=•~~.-~ •'.-o.,, h.-•~ ., .,_ -. \ ~ '·"··-........... ;,•• I ,_ --~ "•w ,.,.,, . .,,. ·=····-··~,- BO ---- GRAPHIC SCALE \ \ .. ,,,...,,,~- 0,.,.,"''<-<•-•,w- ,.,.~, . ~--sw)>W••=O«es»m w,,O» •"""' '"'°"'= SEE AOL [ill,! ------,-... lib------P I an n in g -____ -____ ------=I■ ----- Associates -----m.Umw Iii Land Flarriif'Q ti l,..c~,c;,~p9 ArQhl+.e>cture I,; lJrtx::m De-!11gn II" O;;,mp\11er Loridtorm MOO,:,llnQ SEE SHEET BENCH MARK DESCRIPTION, STREET CENTERLINE MONUMENT LOCATION• STATION 414+24,79 ON EL CAMINO REAL APPROX. 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORD FROM• COUNTY OF SAN DIEGO R/800 (414+24) ELEVATION• 74,269 DATUM• M.S.L. I I -. I ®"J ,,,,.-; ~--/ r: 11,;-sJ1 ' ~_1,3(2-"J ® -f-----r 1-w b.J ::r: Cf) w LLJ (/) Lc:GENO: ■■■■■ THEM!;; WALL PILASTER -00-RETAINING WALL (PFR ENGINEERS GRADING ANO IMPROVEMENT PLANS) NOTES 1 SEE SHEET19 FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCiNG (TO BE LOCAlHJ 13c:TWEFN LOTS)_ 2_ SEE SHEETS ~9_ -so FOR CONSTRUCTION DETAILS_ 3_ SEE SHEET 60 )'OR GENEf1AL CONDITIONS AND ADDITIONAi_ NOTES_ 4_ f1ETAINING WALLS SHALL AI __ SO RECEIVE STUCCO TEXTURE AND COLOR TO MATCH THEME WALLS_ "AS BUILT" REVIEWt:D BY: INSPE:CTOR DATE ~---l--+---------------J------r---r-i--1 ~ CITY OF CARLSBAD ScjEETS ~LALJ=::::'=:1=:="====P=LA=N':':Nl:':::N::::G::::::0E::::P=A=R=TM:::E::::N:':::T==::::'..'=F5=')..== REVISION DESCRIPTION DATE INITIAL DATE INITIAL DA TE INITl4L ENGINEER OF W()flt( OH£R 4PPROVAL CITY APPROVAL WALL & FENCE PLAN FOR: EVANS POINT LANDSCAPE CONSTRUCTION DWN BY: CHKD BY: RVWD BY: PROJECT NO. CT 91-3 I DR A WING NO. 335-?L CMWD 85-309 I.J.J w C.I) \ ; ® [_!17_L] ,,-----:,- ,.~"•"''' ··_.:1,•,,,,. ' ' ; . ® \ [ys.7_] 7\" /~ ,,/ .. ,_ .. ' I I / SHEET (jji) ~- ·,. > , -~. .. ""'~ ',. ,..-"· '"' ,-....._...--/ '\ .,,../, -4 7 - 1738] § ·, _;;., ·,, . : ', ,< --' ~? ---~ C '""••, ........ ,_ ··..,.,_ '•.,, ....... s•,._.,,, " SEE 40 20 0 40 - \ '"" <-'P " ~\ (J) j; / /::0 .. / . . " ' ':\. '\ ,_., ' , __ -f: '-"-',oo_~- "'t::J :-.... "' !272J ® oO -- GRAPHIC SCALE I '2 __ .J ' "'•-...... ··,,~ ~---·~ "·,•c...,,._:.,_ ,, __ ·-·., ... _ .,,.__, ..... ... . . ,. -~ -- [ !fZ. 3 I ' . ' rr) .-,'l,• \" ff) . \,~· .. ' SHEET 40 \ ; \ \ ,' I ; •, ,\~~'.:::;:.!~ _% --- \ , ... -1- J~~- l t4<o.3 I r-. ··•,. ~-M .,,-7 /' . .···' I -.. -· J (( '•·: ,,,< \'\ \ . 0., .,_ . ", -,;,-........ . . ~-«'G/ , --,.. ·, ' --~---....,_ ...,,__ __ :,. ; " ' ,I"'-,..,._ -~-/ l --- {Ir" It -. ·-.. /I ,f' ii f .. / :f~ / . ' -=-RETAINING WALL [PER ENGINEERS GRADING AND IMPROVEMENT PLANS) 'NOTES: RCE 1. SEE SHEETf'! FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCING (TO BE LOCATED BETWEEN LOTS). 2. SEE SHEETS 4'f ,,;o FOR CONSTRUCTION DETAILS. 3. SEE SHEET W FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. 4. RETAINING WALLS SHALL ALSO RECEIVE STUCCO TEXTURE AND COLOi=. TO MATCH THEME WALLS. "AS BUil T" DATE EXP. REVIEWED BY: INSPECTdR DATE . CITY OF CARLSBAD ~ r-----------1----1-----------1--------l------l-------+---+----------l . 7-PLANNING DEPARTMENT AOL Planning Associates __ BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 414+24.79 ON EL CAMINO REAL APPROX. 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORD FROM• COUNTY OF SAN DIEGO RIBOO (414•24) ELEVATION• 74.269 DATUM• M.S.L. 1-----+-----1-----------------t------lt----+---t----t ~W;;:AL;::;::;:l";;;;&::;F;:_E:;;N;C:;E:;;;PLA;:::;::;:1';1::;F;:;O;;R;:: ~========'....:::==::::; EVANS POINT LANDSCAPE· CONSTRUCTION OWN BY: ----'~=---PROJECT NO, DRAWING NO. DA TE INITIAL DATE INITIAL DA TE INITIAL CHKO B 'D IILaociPlannlrg l!/Ucb<mDO$iQ> REVISION DESCR PT Q Y: CI 1.-CT 91 '2 335 7L •_"'_""'_e_0_,.._A_,e_M_e"'_= _____ .. _Como_"'~"'-"'_00_"'_=_M_o0_•1_no L _______________________ _J,:ENG~INE~E'.'.'.R..'.O:F~W~ORl\~L-_: ________ ' _,_N ____ ..10::T.:H=::ER:_:A:::PP::::R'.::o:vA::::L:1:C~IT:_:Y~APP=:R:ov::A~L~=R=V=WD::iB=Y=:===::!:=====-=v======-==J $¢2~Pl<.1~C9<.n't. $.i:t1i~. ~~d. CA~ FA.'(;(619)931-2~ ((119)931-USJ CMWD 85-309 ✓-.. -,t>. .--••' d'ff!LJE f1;i7.:;o;1;V.?S ,41/f~ 71<411'. IVl7f./ ~.?',f.'11· --·-----' . 4/YO DMIN$-See f)eT : (fij\ ® v::v "' ~D \~. GiD I I \ (@ [850] LODGEPOLE TRAIL FENCE -■ -• -I -I (LOCATE ALONG EDGE OF TRAIL · SEE SHEET 45 FOR CONSTRUCTION DETAIL & NOTES.) 40 20 0 40 GRAPHIC SCALE ® OPEN SPACE 60 /~----·\\! 1:. <, \'t,-"' .. !.=· ~ //,.'"'{ ·,.~,.. / /( •I, ... I j( _ .. t, ~~. ""' . 4(p I 94.s l BENCH MARK DESCR I PT I ON• 92.5 I I 106.3 I I ~ ~ 30•/tC,P.11 -I . I --0 \~ ~ ...... r-~ "' I I "'· (' \ ' I V,1/' l),V .. • ·\···· •-;rn Q ' .;{<~ ! (J9.9 ! . -Al :;:.~:?: ~ ,2.fi> /_,.. .,,..,......,., 't ( 86.0 .--1 149 . ,,- ( 88.9 I STREET CENTERLINE MONUMENT 19.s I [ ///.G ] ·, .~ @ I 76.0 I •. @ [ 98.i] I I ' ,1; /1 i I I I I I tI ul ffi LEGEND: ■■■.■■ THEME WALL -$-PILASTER ®®e®®VIEWFENCE ' ' ') -=-RETAINING WALL (PER ENGINEERS GRADING ANO IMPROVEMENT PLANS) NOTES 1. SEE SHEET f'I FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCING (TO BE LOCATED BETWEEN LOTS). 2. SEE SHEETS 44.00 FOR CONSTRUCTION DETAILS. 3. SEE SHEET M FOR GENERAL CONDITIONS AND ADDITIONAL NOTES. 4. RETAINING WALLS SHALL ALSO RECEIVE STUCCO TEXTURE AND COLOR TO MATCH THEME WALL$. I "AS BUILT" DATE RCE EXP REVlf.WED BY: CMWD 85-309 \ ,1: TOP0 m.O -----, J-\ , P, J'-l. \ I' SEE LODGEPOLE TRAIL FENCE -■ -■ -■ (LOCATE ALONG EDGE OF TRAIL. SHEET SEE SHEET 45 FOR CONSTRUCTION OETAIL & NOTES.) I -c',t/' , , 1rJ t.- '/I ·d ' -,-,fl/Jf(f C • e1_/)1 . .1 ' I J; . t .------\ ""~ //-;:/ / /✓---~0 vV -"" _,,,, _.,:;;;::·:,;;,---\·~ ~-.-'?.,::.·='--: \ :_· .,<-•" < -N . ' '-"' /77-2 Lo-r JYlJ-\P 82 3 ADL L; \ \ _ ... ioiiiiiiii~--.,;;;;;;.iiiiiiiiii~■---.... __ . -~-~ Planning --~-----•illlm; Associates -iii1Blll1rn; . ,-.. ,. ~.... ·-•'""" It: Urbnn D,;isign l!i Co'llpUl&r Lc:.nd'c:,ITT1 M001:>ling 596-21.c Pk:Jcv (:QV!f. $.Jlte ~-c;a1.00d, CA. nX'8 F-A.)(;(6)9) ','~1-2Gw45 (i;,19) 'nl-8637 •' w RIPARIAN OPEN SPACE ---........... ___ _ ---......._ ____ / ",,.....L....:.....,_,~·-· I ~ -"7---2' I ® le @ I ' @ & I , !~ ''-"' B @ "'--' 77.I ~ ?fi>,4 I [ ?e.zJ '<'i I~ [ 79./ ' @ '8 <tl I~ I ao.z J -----·v-- ----- -~~4-.._ ---·--- § OfEN SPACE I ~ \\ SEE BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STATION 414+24. 79 ON EL CAMINO REAL APPROX. 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORD FROM• COUNTY OF SAN DIEGO Rl800 (414+24) ELEVATION• 7◄.269 DATUM• M.S.L. DATE INITIAL ENGINE ER OF WORK SEE ---~-. ::.::. I I , & § ' Qj ~ i~ I '--: [ 8(0] !~ SHEET 4-1 - REVISION DESCRIPTION SHEET I , @ \g B 83.4 I @ 82.I 121:209 ~"-~ETAINING WALL (PER ENGINEF.RS cnADING ANO IMP"OVEMENT PI_ANS) NOTES @ 84.2] 1, SCE SHEET 49_ FOi, TYPICAL LOCATIONS OF CHAIN UNK AND WOOD FENCING (TO SE LOCATED BETWl'EN LOTS). 2, SicE Sl-llc!',TS ~9 -so FOR G)NSTl-1UCTION DL-IAILS. 3 SEc SI-IEfT 50 FOR GENERAl CONDITIONS AND ADDITIONAL NOTES, 4. R_~TAINING WAI.LS SHALL ALSO RECEIVE s 1·ucco TEXTURE ANO COLOR TO MA"fCH THEME WALLS. I s44ET I -------j_ --~--- ® ~ i ' I~ [e5.o l 4/8.20' ",A_ s RCE EXP. REYlE'liED BY: @) \B 86.2 ---.: ~ BUil T" 1-w w J: (/) w w (/) DATE --------It.SPECTOR DATE --I SHEETS CITY OF CARLSBi.D PLANNING DEPAR,MENT I ':>'J- WALL & FENCE PLAN FOR: EVANS POINT LANDSCAPE CONSTRUCTION /'> I -:c?aJ<j [-1t9~/ I ASSl~A T PLANNING DIRECTOR --,L-. DWN BY: AD<- I PROJECT NO. II DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY; 691.---CT 91-3 OTHER APPROVAL CITY APPROVAL RVWO BY: 335-?L CMWD 85-309 . I ~6/0!F ···--_ ....... ,. • --------.- J-\.P. f'-l. 208-020-30 imGEPOl;E·JMJlfENGINGCoNSJRUGJION NOTES \ \ \ \ TRAIL FENCE SHALL FOLLOW 1HE'5RADE OF .i'HE TRAIL TREAD/AND ALL POSTS SHALL ·t)E LEVELED AND IN LINE WITH ONE_ANOiHER. WHEN THE FENCE GOES OVER HILLS OR DOWN RAVINES, USE A ROLtlNG UP-AND-DOWN APPEARANCE. WHERE FENCING IS REQUIRED ON BOiH SIDES OF THE TRAIL, THE FENCES.WILL RUN PARALLEL AND LEVELED CROSSWIS_E. ALL FENCING SHALL BE CONSTRUCTED ON THE EASEMENT LINES. : \, ' ,, ," -., ALL FENCE POSTS SHALL BE CEMENTED WITH 80 POUNpSOF DRY CEMENT; NO , CEMENT SHALL BE VISIBLE UPON COMPLETION OF THE TRAIL. UPON CUTTING OF THE LODGE POLE PINE FENCING, THE CUT AREAS SHALL.BE RESEALED WITH PENTAWOOD PRESERVATIVE. ANY DARK WOOD PRESERVATIVES CAN BE USED BELOW GROUND. 8' o.c. . ___ ::.--------~-s;:-~...,..---: FINISH GRADE dd WW m 77 -• a· " 2' 0 6 « RAILS SHALL BE 3 INCH MIN. DIAMETER LODGEPOLE PINE IN GOOD CONDITION ANO PENTA TREATED POST SHALL BE 6" MIN. DIAMETER PENTA TREATED LODGEPOLE PINE IN GOOD CONDITION. ALL RAILS TO BE SECUftEO W/ 20P GALV. NAILS LODGEPOLE TRAIL FENCING SECTION io A 1/2" = l' · O" " ~ \ ~ \ \ 40 20 0 40 -==m"•--•• GRAPHIC SCALE . BO ,. •• I"\ ! l ! ' ~ ~ -- LODGEPOLE TRAIL FENCE -■:-■--• (LOCATE ALONG EDGE OF TRAIL. F 439 F w G ~ SEE THIS SHEET FOR'CONSTRUCTION DETAIL&_ N$TES.) -----wEr!..AN/)S LIMIT L !!YE ;.\ , P, J'-L 212-020-17 C.O. TY.Pc "A-4"1.E.R 0-:9 1 ADL Planning Associate~ ,,......,.._~~ ') Si: Urben D9tlQl"I 1!11 ~ Lo-idforrn Modall'>fil S962La rikl.;,eCout, SI.lite 20S, ~,:I. CA. ~: (~1¢>931-;;?64/;i ~19) 931--6637 ------T-----------1---~0_·~-~~o_ ----T-- / !i! ~ "' y ,' /-~'-------' I \( 'I' .CT/ST 5{.c>t ¢ DtwfA/46€. e.5M 7 COUNTY DF so y "~-------' ~-"--'-------'"~------'---I__J L--"{4ol, I RIPARIAN OPe'N SPACE @) Ot°eNSf'ACE BENCH MARK DESCRIPTION• STREET CENTERLINE MONUMENT LOCATION• STAT ION 4.14+24. 79 ON EL CAMI NO REAL APPROX, 670' NORTH EASTERLY OF CAMINO HILLS DRIVE RECORD FROM• COUNTY OF SAN DIEGO Rl800 (414+24) ELEVATION• 74.269 DATUM• M.S.L. WETLANDS !../MIT LINE --lf.--_ __lll.. ___ __L-,.. __ ._-::-r----':1:-=------1..-"-----;h ~'/'"::::, :=-=--.. ~=·· ~--.J. ......1 '' ' "' ,, -;·,«w· ..... w w J: (f) w , ■■■.■■ THEME WALL -$-PILASTER L!J ®®®<1>@ VIEW FENCE (f) -=-RETAINING WALL (PER ENGINEERS GRADING AND IMPROVEMENT PLANS) • NOTES: ' 1. SEE SHEET4'!. FOR TYPICAL LOCATIONS OF CHAIN LINK AND WOOD FENCING (TO B'i: LOCATED BETWEJ:;N LOTS). 2. SEE SHEETS 44 -eo FOR CONSTRUCTION DETAILS. ' 3. SEE SHEET ,:,o FOR GENERAL CONDITIONS ANO ADDITIONAL NOTES. 4. RETAINING WALLS SHALL ALSO RECEIVE STUCCO TEXTURE AND COLOR TO MATCH THEME WALLS. T I -.•. . , i i -"AS BUil T" " ', If!,: R!CE EXP, DATE , . ,,···-···1 OWN BY: A,:;,L-PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:, APL-CT 91-":I ;33_i::-7L_,·_·. L----------------------~E~N~GIN~E:'.ER~O:'..F~W~OR~K..1 ___ R_E_v_1s_10_N_D_E_s_c_R-I_P_T_10_N ____ ..Jo~T.'.:'.H:'.ER'..!AP:P:Ro~v~A::.LL:C:.:.1r.:.Y:.A::PP'.:'.R'.'.'.O:::vA~L~=R=VW=D=S=Y=: ==~.::::::===;;;:::::;;;;;;v;;:;;;;;;;;;;:===:,J=::·=..1 lit ~ 40 20 0 40 80 ---- GRAPHIC SCALE § Lcr,,~~or"lN!'(;j ~ l,.¢n&c;,,;,pe> A~t-,ite~Ti,,,q ra Ur~n 0<:>1:!Qr'I ru c~rnputer Land1'orm Me>derlng £ ·' .. 2'. . ' ' . . ' . / l ..--c· ~- 1 @) LI2·□ I I I I I @ (jjj), 9✓.5 1 9,r.1 1 Tf'. 410 i I I 1 \ ' .7 . -;----- #<J /~ l" .· , " "' ~ ¼_ G5,4 I -~~\····· .. & ® C, \ ,,q (?$,7 @) CG@ (,· • <f ., t.;:\ --~ ,! A----r g_ __ i. ..,.-.... - .. ~-0.. '·"-> \-;,.1, . ·· \~ t\ ~,\· ~\\ .,,. . \% r--<;t' tI ill i l1l i & LEGEND: •••.•• THEME WALL -$-PILASTER ®®<W>® VIEW FENCE -=-RETAINING WALL (PER ENGINEERS -~-GRADING AND IMPROVEMENT PLANS) NO{E\EE SHEET4'1. FOR 1YPICAL LOCATiONS OF . CHAIN LINK AND WOOD FENCING (TO BE LOCATED BETWEE'N LOTS) . SEE SHEETS 4'J -'5/l FOR CONSTRUCTION 2. ~~~~~tET '$ll FOR GENERAL CONDITIONS S. AND ADDITIONAL NOTES. ·· 4 RETAINING WALLS SHALL ALSO ~6~~i~H · STUCCO TEXTURE AND COLOR '··,.'-THEME WALLS. -;··.'· "-·"-• ..... 119. 9 I . I 92.:J "i-i ~ R_P. 4:J~j;~/-· "AS BUil T" ," /~,,,,. / ~";>_,. c· _.,,c"" _.,.,..,,_:.,.,.-.,,.. ~ _,.,.,.,,.- / /,... ·-y RCE EXP. REVlEWED BY: DATE INSPECTOR ,DATE ~==~==t~-------========t==t==+==+===l ./"" ~==+==~----------=====t===t===1==+=~ APPROVB};:;5· / AA~/ ~=====f====f===============================~t====t====]=====f===~ ~A~$1'\1$11!::$'1'll~!JiN!r'n>I:~LA~{mi~INfJIG~bll11Ril:E"C'CTJ1§;;!!· 8:[•==----= DATE 1--CT NO I DRAWING NO. OWN BY: r,>1,,-PROJE - CHKD BY,---;:M;:;;:,._:-CT 91-3 335-?L RVWD BY: DATE INITIAL ENGINEER Of WOR~ REVISION DESCRIPTION DA TE 'INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CMWD 85-309 @ CONCF-f=:Tf=. f'AVING 0 5' )(] 'X)' fJ ,,, ~~j \ I \ I j ~ ~l I I \ ! j J ! I I j I j ' j l ' I ~t ' T I ! ' \ co '-'P \ () ~ (1) 4J ~ -~--= 1 -t- I } -.;t. \ \ 1 / \ ' ' : ,. ' ~- t ·f :, ) pfe.;\ l I I ) \ ' \ \ ADL --------101 ~~~~ii69es -----~li■i~ iJ l.ond F'laN"!lr',Q' B La005cope Archlt@-ciure ll Urt';,Qn 0<:>$1qn 118 Compul&r L1'll'>dlom, M,;,d"'lng -5962 Li:, Ploc:11 C<;,urt_ 5u1t9 Zl5. Crn11bod, CA 9,.o::)11 FAX:(619) 9.\ 1-2645 (lllQ) 9~ 1~7 ._,... _ ........... -' ...... , .,_ \. - DATt INl11AL e NGINEER Of WORK NOTES 1, CON CR El~ PAVING TO BE LIGI IT SAND COLOR WITH EXPOSED ACiGREGATE TEXTUAi= 2 PHOVIDF 4" CLEAN D.G. WI I HIN rnSPt..AY Af1EA, COMPACT TO 90% ANIJ SET 2" BELOW PAVING. SI OPE 2% FRO/vi CENTER TOWARD PAVING 3 f'f10VID[ 4 -4" AHFA DRAINS AT [QUAL $PACING WITHIN DISPLAY AREA. HUN DRAINS TO INLET Al JACKSPAR DRIVE, CONFIRM cOCATION COORDINATE WITH GEN~HAUGRADING CONTRACTOR. 4. SFf SHEETS 4'1 ·CoC FOR CONSTl1UCTION D[TAILS 5. SEC SI-IEET 5c, I-Oil GENERAL CONDITIONS AND ADDITIONAL NOTES. 6. PHcCISE MONUMENT SIGN LOCATION AND DIRECTIONAL ORIENTATION IO BE ArPROV[D IW t.ANDSCAPE ARCHIT[CT. 7. MONUMENT PLAQUE: a TEXT· STAGL, STOP GflAIN BIN ANU KELLY BARN Tl /IS GHAIN F!IN WAS PLACEU ON EL CAMINO REAL IN THE /ATE 19TII Cl.cN/'/JF/Y TO PROVIDE !'OR STAGE COAC/l HOHSES EN ROUTE fHOM SAN DIEGO TO LOS ANGEtES. IN 1906, JOHN KHL Y 8UIL THIS i3AHN ADJACENT TO Tl IE STAGE STOP AND IT RCMAiNfU A l'OPULAR LANOMARK UNTIL ITS REMOVAL IN 1992. TIIE $ /AGE STOP ANO HARN WERE OCSIGNAIED AS OEl'ICIAL CAF,LSBAD POINIS OF INTEREST IN 1988 b. C. SPECll'ICAI IONS SIZE MAT[RIAL: tlNISH, BORDER: DACKGHOUND TEXTUR[: L[ll LH $TYi ~; Sllf-'PI IEr), LA I IAYE BRONZE 1 :J46 RAIi ROAD STllE[T COHONA, CA ~1720 (711) 7:)4-1371 10' X 12' llHONZE NATURAL DOURl .. e LINE I ~ATHERCTTE Fl.AT FACE ROMAN d. SEE SHE[T ~4 FOH MONUMENT CONS l"RUCTION DETAIL ·- --- ~~ .. - ·- DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL --~ DATE INITIAL CITY APPROVAL KEY MAP \ "AS BUil T" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ~ ~ CITY OF CARLSBAD PLANNING DEPARTMENT 7--8 PAVING PLAN FOR EVANS POINT LANDSCAPE CONSTRUCTION APPROVE,l;l;;-7.?tZ ( 5,-;: c:; ~} ·" ,:, ---,:'. .. ASSISTANT PLAF:iNiNG DIRECTOR. DA Ti". DWN BY: ••'•' I PROJECT NO DRAWING NO. CHKD BY: ,A\' . ..,.. CT 91-3 335-?L FlELD BY: I CMWD 85-309 .. . a I . . ---- ~ ff:P- --1/:;f'-T, ,iic G HSqA/<'-, OV!SrcJ..Ar' z,q-'' r11,.L (A~L 4 c,:.01......Jey0) ---------,, __ I -t---2_r __ e,_'' - • • . --=i~~ f::.Q, • ?;,TF-1"-'-CON~ 'TO fDl.,LO't-.,j Gf',AP~ CF 01.L)PF , ,A(...,.,JU":,1 Tfr, <?TF-r" F'ATIO AQ.'.OF-OIN(.,.-LY 1 '2 · I 0L0"1~ t1Ai N, ts, H '"::, I MIN . NA'-L HE:'-[ bH T AT MIGR")INT 0~ t--iefiZCHTAL-HALI-~C'N. · 0Te:r',;:, TO P.:,e, L.,-,IFO~ Nt-l~~ f=Jc:>1 E'i..-E- D TYPICAL WALL STEP-DOWN .... ___ . '----- - ~Q L 1 • ~ ~ st-__: - -···-· ' I I I \ \ ' -,(\ ' r B THEME WALL V'4AL.L CAI" (-n'F) -fl l/'0Tfc'.F'-(r(F.) i .I .. E (j (j I I --(l ~\ . SECTION 3/4" = 1' -O" FfCNT VIEN SECTION 3/4" = 1 · -O" AL-if:f<.N/';.,.. 1\/ F-!'IA L-L Tf;:',A TMP:h 1 , flL,AoT~k -c.:::c:NC f'f-F..-<'.'.-T Cfaf'1 0ruu:o e,owr,,-" (rJ, T""-L) -f' ~ T COHC-. ~ (,A f' -0FU-:-,~~c:;,/ p.;c,---H 01L>E-0, C:0>--IC lo-~ , -h cs; U) IL) /2-. C C ~--··-·-------:--------,~---~--., .. : . . - WALL & PILASTER ELEVATION 314"=1'-0" NOT[S·. 1. WAI I_ STUCCO TO BE EARTH TONE COLOR. 2 COLOR SHALL COORDINATE WITH OR COMPLIMENT 13UILDING COLOR(S). 3 FINAL COLOR SELECTION TO BE MADE PRIOR TO BUILDING PERMIT AND SHALL BE APPROVED BY Tl I[ Ci IY OF CARLSBAD PLANNING DEPARTMENT AND COASTAL COMMISSION EXECUTIVE DIRLCTOR •1. AL I ERNATIVE WALL TREATMENT, (SHOWN ABOVE) MAY BC IMPLE,MENTED UPON REOUcST BY OWNER AND APPROVAL BY CITY Of' CARLSBAD PI..ANNING DEPARTMf:NT AND COASTAL COMMISSION EXecCUTIVE DIRf'CTOR PRIOH TO BUILDING PERMIT I I I . V ~ \·' ..) ~ ~-TI+"'--MF f~a'-)c,-- / ~~.J& TDf Of 01-L:f'I:: A'-ID ~ ~avs N 0,'-1 r~~,,=,i:!ir~·r· ~-~~~\ F~ -,5-flAH0 ; 'r"· f ; -- ---··-· -.,. ( /'?eTNSc~N LOT ____ J ___ J ___ _/ ___ ot-j 0L-c::f'E)(T'(F.) f-jOTf::.S : 1. AL..L, fof."10 ~o f-;S 013....zc. -r 0, vi N& f-f'b/-1 P-c~L-:f e,,>-.p.N I fPC>V.P;::.O b'f D,-if-b .. p.., 12, FIN\0i-l 'Ti=,<:TUP-$ ,o p.,,.,-~ c;:1p1r-.1&-1 \i"-"'--1 =..:..,, I tcc)(C-;;= 1,,-J "''cPQI •~ f_ -,...p 0_,;.<C-i','C ~ Y ---, ' (;,,\-; , •l / t--' r-[ I ....1,..... J L-1 , > ,..,......,., ";. Wl.Of-TO i"'Aic.!-j ~"->-I -0!DiN&- -± :;: I ----'----------l'----- (-~~ "---· T'(r-/~L WT . }-·~ NQ::O ft:Ne+N&- : (~TNl£N LDT ·t a-J ~vio:.L-~"'-FA) , (iYf'ic.AL-) J ... .,..,]~'i' --~.L.. ;~, NOTE.: ?-l-l-F1:c~0 TO ~ C1--j ffof~ L--INE::'.. ' F TYPICAL FENCE LOCATIONS PLAN 1 " ,,, 40' MONUMENT (WOOD & CHAINLINK) (FOR GRAIN BIN PLAQUE) I" = 1' -O" NOTE: ALL WALLS AND FENCES FOR EACH INDIVIDUAL LOT MUST BE CONSTRUCTED PRIOR TO THE APPROVAL OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THAT lOT, "AS BUil T" ------DATE RCE EXP.---·--·--c--~--------------·-. REVlcWED BY· iii LonC f>lonnir,;;i ~ l.<;;,.no:;;t:;cape A~chllt>¢fvr,vi, 11:!i: Urbar1 0-..,Cn Iii COi',ipu!11, lor,dlorm MOO,;,IN-,lii -----INSPECTOR DA, ~=~i=-=~1=_-=--=--=--=--=--=--=--=--=----=----=------~-i-~-r-----r,:===::::;-';===============~ 1----+-----l--------------·--======:===~==::::====:===: ~9 CITY OF CARLSB_A_D--'I' [':~-E~-TS I ~ PLANNING DEPARTMENT = ,,_. ! ~-----------------f----+-----1------..... , __ ------·-----------1-----1-----l-------1-----I CONSTRUCTION DET/\ILS FOR: f----+---•--------,-------------~--.. ·----------1-----1-------1-----1 ' 1------1 ---+----'-•---------------'-----l---------1-----l------1 ---~--+---.. ·----,,,--,,~,.~---------••"••-1------1----~--+----J E'VANS POINT ----+------1-------·• -----------··--·--· -1-----·· ~~--~,-+-' --+-----, 1----+------1----------,·-~·--------L--------l-----l-----l----------j ----1---·· -~~-----· APPRO~[)O @ gAs~~~ST~AN~T]P~l~fil"ITll'iliNG[JITPIR~l,icT~OKR= .. --'----~,--+-------------------i----+----· ------------L-D_A_T_E--1--IN-I-TI-AL-l-: -D-A T-E----1-1-N-ITI_A_L--I IDWN BY:_A_[<,.__~ --P-RO-jE_C_T_N_O __ - . I £,~KD BY: AD..... g DA TE ' INITIAL cNG\NEER OF WORK REVISION DESCRIPTION 0TI-IER APPROVAL°! CiTY APPROVAL : FIELD BY: CT 1-3 CMWD 85-309 -------~ DRA\\1NG NO. 335-?L I -'l'I''- i '. ~ --+ ~<:,J -~--· ---·- ' I ' ----- -,_ 1\111------' '.. •' t"''-TI'/-Jl I I -· 4 ~ / '-~ ;': -, - • 1 )---:-; •. • llii----· . , 1: _ 1 1---' -·· , I 1•1.---' , .........,...:: =o . ~ll'" ·-" l11'1-1111 •--~ ,7 -::== ' : ''? • . ~ ' :::::=:-' ' :..;::::::=. ~-~-'·I -Jl------1:'· ..... -~~ ........._____, Ji • • •~ ___...._ I \----------.I,,,~ = ·c ' [ / ,,_' 11" q,' ~-' = . : I -,-,, ,.._ » .. ,. "· JI'" lj -• ----. I i t I -. ' & ..... -~ --~ ' ~ a/·• ---: ~---,I•·•--~ ...• ~ ,,i- VIEW FENCE B WOOD FENCE ' - --.~ '-i I ', ' " ' i "' I ' ' ' ' I I I ' I ' ' ii --- -----\~ "'if!= F F I 4" MAX I --" '' '' ! ' ~ r<::>~ ~ ~ ~ f:".j': f<'.l';IT I" -1 Yz. r• r,,o,,t L ( 'Ttlf' f ~H) -'2 11 ~ ~E-L 'Tlle>!N& ~T i,.i/ c;.Af' I t-AAt ' b 1 o.c . "':>,~ N& V~' &',Q ,::;,T!::eJ-11-le:11-l&-f~'T«s, @ &" Kt,.)(. o.c-. , ""'r~1:=-1=-vsN1...'( "';, 11 t-1 I t-L lo " Kt>-l< • , . / \ ·1Jl!l=l\l 1:___:p: =I'll) ' '\ii]_ -.<---:-~~ '' --'1-t ,.,-I,,-..-,,·~ . ,<>, !.t 1 -. ---1'\'1-··T' . .. .. c:::=,,,=_:_=-1 ,q;-·f'.!'.~l: l --1'•-1···0 I' ~• I ---:1 I.' · flr l'i'li, "-'-'° :so_\11 ---CCl-l.::./2-S-i'E f',Q:::1f/ N& 1 Tf'O>-'ISL-fl Ni<;,H ie>i ~H , "?i-Of'E. ,Aj,...IA"'( ~ F~T ~i;a. &f,A-Pf=- r .,_f!, I , . 1· - I : I 1il,1-~ p ,, Iii''·-'"--·=-,·· -~,e,,•ci.·, =::::: I d T ..___ -~ 11 \ '1 i::::::: --------' t , .............. SECTION 3/4" = I' -O" 4' I 4' F'ff=.<oa-J~ ~ Tl::-P PF f'O-O T b' O.C r--1A1. 0/"l'G-/NG- l Ix: 8 11 0:D,Ap.. F~<o Y'l/ /1/z_" ~-~o a:>f'-t--1~ CO~E. fa7J71-l&, Tf'ov-.1.EL-F1/-.ll"?H WF' ~HOOTH1 "'l..ofl:::-,t,.Nt>,'( FfCM PO?T ,.Af!t>~ ~ "\? "& CLJt"lfl"G'..T~ -SUI!> GfAPf=. f..J ofl::: ! ,AL T~ATT=, FA/--1 E-L.~ ~~'( 6 ( ~T) _ SECTION 314" = 1' · 0" Yi' f',A.C.U'O ·-----~ C:ON~TS-f'A'lit-...1& -~ fLAN Fc::f--c:o...cfl-➔ f-lNl":;>H C +----~.AN-0ia-j -Joli--lT (~cl-i:a::::, FFL-T rJ/ ~ UWf-CAF) ~l:S f'i,.AJ-.j fCl'. l.Ll CA 'f', 4-10 CONCRETE PAVING SECTION not to scale 1, 2. 3 4. 5. 6. 7. 8. 9 10. 1 2. 3. 4. 5. 6, 7 8. 9. 1. 2. 3. 4. 5. GENERAL CONDITIONS PROTECTION Of I IEE AND PROPERTY CONTRACTOR SHALL PROTECT ALL CONSTRUCTION AND LANDSCAPING FROM DAMAGE ANO. WHEN REQUIRED, PROVIDE GUARDS OR COVERING. ANY DAMAGE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONTRACTORS ON THE JOB SHALL CARRY THE FOLLOWING INSURANCE: (1) WORKER'S COMPENSATION, (8) PUBLIC COMPREHENSIVE GENERAL LIABILITY, AND (C) PROPERTY DAMAGE, IN AN EMERGENCY THREATENING THE SAFETY OF LIFE, WORK OR ADJOINING PROPERTY, THE CONTRACTOR IS HEREBY INSTRUCTED TO ACT AT HIS DISCRETION TO PREVENT SUCH LOSS OR INJURY AND SHALL MAINTAIN THE FOLLOWING MINIMUM LIABILITY INSURANCE COVERAGE DURING THE CONTRACT PERIOD. BODILY INJURY PROPERTY DAMAGE COVERAGE $250,000 PER INDIVIDUAL, PER OCCURRENCE $100,000 PER OCCURRENCc. AGGREGATE THE CONTRACTOR SHALL CAUSE TO BE NAMED AS ADDITIONAL INSURED IN SUCH CONTRACTOR'S PUBLIC LIABILITY. CONTRACTOR'S PROTECTIVE LIABILITY AND AUTOMOBILE LIABILITY INSURANCE POLICIES THE FOLLOWING. (A) MORRISON HOMES & GEORGE WIMPEY, INC. 9171 TOWN CENTER DRIVE, SUIT!;; 355, SAN Dl[GO, CALIFORNIA 92122 (8) ADL PLANNING ASSOCIATES INC, 5962 LA PLACE COURT, SUITE 205, CARLSBAD, CALIFORNIA 92008. CONTRACTOR SHALL NOT CAUSE THIS POLICY TO BE CANCELLED OR PERMIT IT TO LAPSE, AND THE INSURANCE POLICY SHALL INCLUDE A CLAUSE TO THE EFFECT THAT THE POLICY SHALL NOT, AT ANY TIME DURING THE CONSTRUCTION PERIOD, BE CANCELLED OR REDUCED, RESTRICTED OR LIMITcD UNTIL FIFTEEN (15) DAYS AFTER ALL ADDITIONAL INSUREDS HAVE RECEIVED WRITTEN NOTICE AS EVIDENCED BY RETURNED RECEIPTS OF REGISTERED OR CERTIFIED LETTERS. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUBCONTRACTORS, MATERIAL SUPPLll'S. OR AGENTS. ALL LOCAL. MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. STRUCTURES, ANO SERVICES BEFORE COMMENCING WORK THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS AND THI;; CIVIL ENGINEERS IMPROVEMENT PLANS ARE APPROXIMATE ONL y_ ANY DISCREPANCIES BETWEEN THESc PLANS AND ACTUAL FIELD CONDITIONS SHAU_ BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT IMME:OIATEL Y AND PRIOR TO COMMENCEMENT OF WORK IN SAID AREA, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES ANO FEATURES TO REMAIN ON, AND ADJACENT TO. THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NlcGLIGl:NCE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. PcRMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. CONTRACT,,°SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR WORK BEING DONE. CONTRACTOR SHALL NOT ALLOW THE LICENSE(S/ TO LAPSE DURING THE CONTRACT PERIOD BEING DONE. CONTRACTOR SHALL NOT ALLOW THE LICENSE(S) TO LAPSE DURING THE CONTRACT PERIOD. GRADING AND DRAINAGE NOTES ALL SURFACE DRAINAGE TO BE AWAY FROM ALL FOOTINGS, FOUNDATIONS AND BUILDING WALLS AT MINIMUM OF 2% SURFACE SLOPES SHALL BE A MINIMUM OF 2% TO DRAINS IN All PLANTING AREAS. SPECIMEN TRESS SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE, DRAIN LINE PLACEMENT SHALL BE ADJUSTED AROUND TREES. LAY DRAIN LINES WITH 1% MINIMUM FALL FOR RIGID, NON PERFORATED TYPES, 2% FOR CORRUGATED TYPES. ROUND TOES AND EDGEiS OF ALL SLOPES CONTOUR SLOPES BETWEEN WALKS AND BUILDINGS. REFER TO CIVIL ENGINEER DRAWINGS FOR ADDITIONAL GRADES AND INFORMATION. VERIFY ON-SITE AND REPORT DISCREPANCIES TO LANDSCAPE ARCHITECT BEFORE START OF ANY WORK ON THIS CONTRACT PERFORATIONS IN PIPE SHALL FACE DOWNWARD IN TRENCH. VERIFY ALL INVERT ELEVATIONS AT PROPOSED TIE-INS PRIOR TO INSTALLATION. MAKE ANY ADJUSTMENTS AS NECESSARY TO ALLOW MINIMUM FALL FOR REQUIRED DRAINAGE OF LINES. ALL INLET, TOP-OF•GATE AND INVERT ELEVATIONS INDICATED ARE APPROXIMATE. VERIFY IN FIELD. STEEL FENCING FFNCING SHALL BE SEAMLESS STEEL TUBING, GRADE B, CONFORMING TO ASTM A501-81. LANDSCAPE CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRFO FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION FENCING SHALL 13E FABRICATED AND A SSEMBLED IN THE SHOP TO Tl-lie GHcATl'ST EXTENT POSSIRI_~. EXPOSED IN THE FINISHED WORK SHALL 8~ ALL WELDS AND OTHFR CONNECTIONS GROUND AND DRESSED SMOOTH AND SO THAT THE SHAPE AND PROFILE OF THE IT[M WELDED IS PRESERVED. D WITH SYNTHETIC. HUST-INHIRiTING PRIMER CALLY APPLIED OF TWO (2) COATS OF A 0 BE BLACK OR EARTH TONE COLOR APPROVED BY ALL SURFACES SHALL BE PRIME COATE FINAL FINISH SHALL BE ELECTROSTATI LUSTERLESS ALKYD ENAMEL. COLOR T THE CITY OF CARLSBAD PLANNING DEP T. & THE COASTAL COMMISSION EXECUTIVE DIRECTOR. 6. FENCE PANELS WHICH CROSS EASEME AOL Yi lllill't; Planning -----=1_00mLp" Associates ;&¥11rn Ii Urbar'i Diat:iic.n k'. ~9r lorodlotm MOOo~n~ NTS SHALL BE REMOVABLE. ·- " --,~.·· -· DATE INITIAL --- "" c-NGINEER OF 'I/ORK REVISION DESCRIPTIOU --- ·~·~-- 1. 2. 3_ 4. 5. 6. REINFORCED MASONRY CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT AND COMPLY WITH ASTM C90, GRADE, N. PROVIDE DEEP-CUT BOND BEAM UNITS. RETAINING WALLS AND WALLS BELOW GRADE SHALL BE GROUTED SOLID. ALL CELLS CONTAINING REINFORCING SHALL BE GROUTED SOLID. IMMEDIATELY AFTER GROUTING, CONSOLIDATE GROUT USING MECHANICAL VIBRATING EQUIPMENT. RODDING WILL NOT BE ACCEPTE,O_ MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT. 3 1/2 TO 4 PARTS SAND BASED ON DRY LOOSE VOLUME, AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART TIME. GROUT SHALL BE 2,000 PSI MINIMUM, PROPORTIONED 1 CEMENT. 3 SAND. 2 PEA GRAVEL 7, REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 40 LAP 40 DIAMETERS 8. 1 . 2. 3 4. 1. 2_ 3 1. 3 4. 5 6. 7 8. 9. 10 I --c-~ ALL MASONRY SURFACES SHALL BE PAINTED WITH ONE COAT OF THOMPSON'S WATER SEAL PER MANUFACTURER'S RECOMMENDATIONS. CARPENTRY ALL LUMBER SHALL BE DOUGLAS FIR. NO. 2 GRADE OR BETTER, UNLESS OTHERWISE INDICATED. . ALL LUMBER SHALL BE MILLED S4S, UNLESS OTHERWISE INDICATED ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING NAILS, SHALL BE FABRICATED STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. ALL SURFACES SHALL BE PAINTED WITH TWO (2) COATS OF THOMPSON'S WATER SEAL PER MANUFACTURER'S RECOMMENDATIONS. CHAIN LINK FENCING CHAIN LINK FABRIC SHALL BE PVC COATED BEFORE WEAVING, AND CONFORM TO ASTM F 668, MINIMUM COATING THICKNESS SHALL BE 15 MILS. CORE WIRE SIZE FOR THE FABRIC SHALL BE 0.148 INCHES IN DIAMETER. ALL CHAIN LINK FABRIC SHALL BE WOVEN INTO APPROXIMATELY TWO INCH (2") MESH. FABRIC WIDTHS SHALL HAVE KNUCKLED FINISH ON THE TOP AND BOTTOM EDGES THE COLOR OF PVC COATING SHALL BE BLACK. ALL _l)'{E POSTS SHALL BE TWO INCH (2") STEEL PIPE, AND END, CORNER, SLOPE AND GATE POSTS SHALL BE TWO AND ONE HALF [2 1/2") STEEL PIPE_ THE BASE MATERIAL FOR THE MANUFACTURER OF STEEL PIPE USED FOR POSTS, BRACES AND GATE FRAMES SHALL CONFORM TO THE REQUIREMENTS OF ASTMA 120 SCHEDULE 40. ALL POSTS SHALL BE FITTED WITH CAPS DESIGNED TO FIT SECURELY OVER THE POSTS. INSTALLATION OF CHAIN LINK FENCE SHALL BE PER SAN DIEGO REGIONAL STANDARD DRAWING NO. M-6. PAVING CONCRETE SHOULD HAVE: A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28- DAYS. THE CLASS II BASE MATERIAL AND THE TOP 8 INCHES OF SUBGRADE SOILS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AT OR ABOVE OPTIMUM MOISTURE: CONTENT, AS DETERMINED IN ACCORDANCE WITH ASTM TEST PROCEDUR[ D-1557-78, METHOD A OR C. REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HFLD IN POSITION PRIOR TO Pl.ACING CONCRETE. SPLICE CONTINUOUS Rl:INFORCING WITH APPROVED TIES. CROSS SLOPE WALKS AND PAVING 1% MINIMUM, UNLESS OTHERWISE NOTED. EXPANSION JOINTS AND CONTROL JOINTS SHALL BE INSTALLED WHERE INDICATED CONTROL JOINTS SHALL BE SEALED WEAKENED PLANE JOINTS SHALL BE 1/4-INCH BY 112 INCH DEEP CONCRETE COLOR AND f-lNISH SHALL BE AS NOTED ON PLAN FINAL STAKING Of-DISPLAY AREA SHALL B~ APPROVcD BY Tl-IE LANDSCAPF ARCHITECT OF WOHK AS SHOWN ON THE PLAN ,~ c~ »AS BUil T" ~~,;,. ._____ V: "° -, ~ " 1-· iV tu~ a-, ·-~ -·--- v-' ,,, ~.;:?' , o,i,, t ·, '· RCE EXP ~(11;,n·,1)¥ REVIEWED BY: ,_ GS INSPECTOR ~ I CITY OF CARLSBAD PLANNING DEPARTMENT 0 ,_ CONSTRUCTION DETAILS & NOTES FOR EVANS POINT -- ; ' DATE DATE ,~~~] APPROVED: .··· / '-;-? ,/ 1 . _ '-.·. ;Z-u;, " / . (-l .,:u:./u_ l / ASSISTANT PtANNING PIRSCTOR £-~9~--.:.~ DATE INITIAL DATE INITIAL OWN BY: APL-PROJECT NO_ DRAWING NO. CHKD BY: ADL-CT 91-3 335-?L 011,ER APPROVAL CITY APPROVAL FIELO BY: CMWD 85-309 ' ' '\ ,·.;:: ,·-~. i\~> }•""--. ,·• \ \ 1 ! 0 ADL ml 1111@ Planning ----11111rru Associates mm!UU! R Lor>d f>lannl"',,l a londscope A,chltf!Oetu·• QUrbo,De,slQn Ii Comput•1 lor'IC:l'orm Mo,:j~ln; l ,z. SEE SHEET ?,;> FOR IRRIGATION LEGEND SEE SHEETllt/17 FOR IRRIGATION DETAILS SEE SHEET ~ FOR IRRIGATION NOTES SEE SHEET?/7/~FOR IRRIGATION SPECS. "/d&>;q, ftB - ; DATE' INITIAL 3 4 ---0 G) STREAM ROTOR SHRUB HEAD (W/ ANTI-DRAIN VALVE) @ PVC SCH 80 RISER @ STAINLESS STEEL STRAPS (2 REO'D.) WI #4 REBAR STABILIZER, 30" MIN, LENGTH G) MARLEX STREET ELL, (2 REO'O.) @ PVC SCH 40 SXSXT TEE OR ELL @ PVC LATERAL LINE INSTALL.ED ON-GRADE, SIZE AS NOTED ON PLAN (v # 4 REBAR W/ "J" HOOKED RADIUS TO HOLD PIPE SECURELY IN PLACE. INSTALL 12' O.C. ON LOW SIDE A ROTOR SHRUB HEAD ON-GRADE SECTfON "='~ e,e. ALI-1.A"T~ FAl-l-1 Ne '"fl:'.MfotY,F-Y O~·&FAP~ ~,i-.11..,1i-.1~ ➔ coi--rr,01.- "%+t. 40 l"'VC::- V.At.-Y~ e;:.f,,'AL..L.. P.,Uia,1e;...p I "t..'' ,. o-J-~ eau1f'1': ~Li... ~e. CO Nrf!OL-1.--&'fL, ~ /LE.HOV~O rP<?M "';>/ TE Ul"bN \fE!=.f'l-1 l"'ic.A-noN Ffot-1 P.,/Ot-oGf";,, TI-\AT f'IAH T' MA~P-lAt-~ l"'~~L1 NATUAAt.-lit-!!!D .-IINO jfl-12,~TIOH "5'(<::>Te.M 1-'(A'"'( ii?l!-'f>HUT OFF. RCE,liM:O REVIEWED BY: "AS BUILT" APPR □v~n FDR PLANTING AND IRRIGATION □NL Y, INCLUDING PRECISE L □CA TIClN OF PLANTING AREAS, l-6/ctei ✓ INSPECTOR not to scale DATE B,{J.o/ DA TT:'. CITY OF CARLSBAD PLANNING DEPARTMENT IRRIGATION PLANS FOR: NEW SHEET EVANS POINT DA TE INITIAL DATE INITIAL APPR£':'..W'.k,'../. 4 /j_,,~",: - ' II-~IOR ,,/ ~---------~ DRAWING NO. ~ GINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL an APPROVAL OWN BY: Ji'-PROJECT NO. CHKD BY: PL-CT 91 3 FIELD BY: • 335-?L CMWD 85-309 @) .. '·-~-;'"-::~-/ ?i{.P:>. ~ "1-t,, __ _/-----~ __ : __ q -------,• ·---___ ____.:--- :· .. •. -----UMEf QF'DISTURBANCE -- . '. ,., :\ @ 38 1 gal SAM MEX © I IZ.., -1 gal 11 :2-.. 5 gal FIHU INT '?7 QUE AGR Q "' c.-~ a Q .. C) ... .,., .,, ~· ~@ ~~- Q t./ C," . , Q a."···· <I •'''" ''" .,., _.,...-· 0 15 gal --------------------+ D 80 -------------------------------------------------------------1 ----v-..___ NATIVE HYDROSEED MIX (See specs for hydroseeding information) SCIENTIFIC NAME Artemis/a californica Baccharis pilularis Encelia californ,ca Eriogonum fasciculatum Eschscholzia californica lsocoma menziesii Lolus scoparius Lupinus bicolor Lupinus succulentus Mimulus puniceus Plantago insulalis Salvia apiana Salvia mellilera -~~---~/. . . •' . L~ COMMON NAME California Sagewor1 Coyote Brush California Encelia California Buckwheat California Poppy Coast Goldeobush Deerweed Miniature Lupine Arroyo Lupine Red Monkey Flower Plantain White Sage Black Sage POUNDS PER ACRE 8.0 3.0 5.0 5.0 0.5 2.0 2.0 2.0 2.0 3.0 6.0 4.0 lLQ_ TOTAL POUNDS PER ACRE 50.5 '·"\, l " .. PLANT LEGEND S)MOCI, TREES OUEAGR Sl::IBUBS HETARB MALL.AU QUEDUM RHACRO RHUINT RIBSPE SAM MEX EO[ltJC!i N4ME Ouercus agrifolia Heteromeles arbutifolia Malosma laurina Quercus durnosa Rhamnus crocea Rhus integrifolia Ribes speciosum Sambucus mexicana ]2:,0 RIB SPE 1 gal 14f -1 gal QUE OUM 141 >sgal MAL LAU 1 gal NATIVE SEED MIX HYDROSEED cc:NM::xVNflME Coast Live Oak 15Gal. Toyon 1 &5Gal. Laurel Sumac 1 Gal. Scrub Oak 1&5Gal. Redberry 1 Gal. Lemonadeberry 1 & 5 Gal. Fuchsia Gooseberry 1 Gal. Elderberry 1 Gal. 0 0 □ -_,, "AS BUILT" APPR[JVED FDR PLANTING ADL Planning Associates IS: L~nd Plannirg Iii lor,C,,oop.;, Ar,c;:hitmd1,m;> f!;: Un:x:i n Desl~n §: (;:c,,-npr,r'&r Lo.-.d<o,m ModEIHl"I~ AND IR ~IGATI □N □NL Y, DATE SEE SHEET 1'1 FOR PLANTING LEGEND INCLUDING PRECISE LOCATION RCE EXP. SEE SHEET l"l FOR PLANTING DETAILS OF PL.ANTING AREAS, REV!EWED BY: SEE SHEET i"l FOR PLANTING NOTES SEE SHEET '?':> FOR PLANTING SPECS. . INSPECTOR DATE 3/;1.c,/qc, Re A PIT../"-" f'J.Ar/17 T16 5H1'-f:.f c<i= 0-7'-1"7·.31 'l'I lb SH "ET CITY OF CARLSBAD ~ ..'.. -/ l-AN D-'7 /.. I 171; fL1£';.V.,..&&"TA'fle>N ) ~ -t: 5 PLANNING OEP.'.RTMENT 2 PLANTING PLANS FOR: NEW SHEET .. EVANS POINT /7 / / Al ,, APPROVE~: ~ ·7. JI) ;:., 2~!_-'(f -/{ ASSISTAI./T P• G OIR TOR , OA , DATE INITIAL OWN BY: ' PROJECT NO. DRAWING NO. DATE INITIAL DATE INl17AL CHKO BY: APl.-335-?L ,..NGINEER OF WORK REVISION DESCRIPTION FlEI..D BY: CT 91-3 OTHER APPROVAL aTY APPROVAL CMWD 85-309 • I I