Loading...
HomeMy WebLinkAboutDWG 337-9M; CT 94-01; POINSETTIA SHORES; L1-L28e. F. G. l.aJIIM$ ;I;! I 1111=-i em OF CARLSBAD NOTES AND R§QYIB§N§NIS 1.01 SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF Tl-IE FOi.LOWiNG PLANT1NG STANDARDS: A.. STANQARQ 11 • COVER CROP/JUTE MESH. B. SEE SPECIFICATIONS. COVER CROP SHAU. BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. THE COVER CROP SHAU. BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN lHIRTY (30) DAYS. TYPE OFJUTEMESH SHALL BE AS APPROVED BY THE CITY ANO STAKED TO Tl-IE / SLOPE AS RECOMMENDED BY TI-IE MANUFACTURER. GREEN JUTE MESH SHALL.BE REQUIRED WHEN PlANTING OCCURS BElWEEN AUGUST 15 AND APRIL 15. DURING TI-IE REMAINDER OF TliE YEAR, TliE COVER CROP ANO/OR JUTE MESH MAYBE USED. STAf/DABP f2 • GROUND COVER ONE HUNDRED (100%) PERCENT OF TI-IE AR.EA SHAU. BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WfTHIN ONE YEAR). 0. ~:,NQARQ f3 • LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH (2· 3/41 LINERS) SHALL COVER A MINIMUM OF SEVENTY PERCENT (70%) OF THE ; SLOPE FACE (AT MATURE SIZE)_ POINSETTIA SITE LOCATION MAP CITY or VISTA . VICINITY ·MAP NO SCALE . D. STANDARD f4 • TREES AND LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF ONE (1) GALLON CONTAINERS) AT A MINIMUM RATE OF ONE(1) PLANT PERTWOHUNORED (200) SQUARE FEET. 2, SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER ANO ELECTRICAL SERVICES. . B. PRIOR ·TO APPROVAL OF CnY OF WORK DONE ON POBtrC PROPERTYlHAT WILL BE MAINTAINED BY CITY FORCES AND PRIOR TO THE REQUIRED MAINlENANCE PERIOD AS DESCRIBED IN SECTION 3.02_F(1·A). · · •· NOTE: AREAS OF APPLICATION SHALL BE PER THE CITY OF CARLSBAD LANDSCAPE MANUAL, SECT, IVE, E.3-1 .. 2,1, 2.01 IEMPQBARY{Sf'FCJA) CONQmONs 3. IRRIGATION ANO PLANTING SHAU. TAKE Pt.ACE AS GRADING PROGRESSES •. 3.02. MAJNTENANCF (PUBLIC ANO PRIVATE PROJECTS} AREAS GRADED FLATTER THAN B:1 REQUIRE STANDARD 11 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOU.OWING CONDITIONS: A.. ' SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN SIX (6) MONTHS OF COMPLETION OF ROUGH GRADING. B; A POTENTIAL EROSION Pfl08LEM AS DETERMINED BYTliE CITY_ C. IDENTIFIED BY TliE CITY AS HIGH!. Y VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONOITIONS THAT WARRANT IMMEDIATE TREA1MENT. AREAS TO BE HVDROSEEDEO SHALL FIRST BE DISKED OR ROTOTLLED TO PROVIDE A FRIABLE, LOOSE SEED BED. 3,01 JNSIAI I AIJON BOND BF! EASE AND MAJNifNANCE RE0\11BfMENIS A. JNSTAI I ATJON 1. PRIOR TO START OF GRADING, Tl-IE APPLICANT OR APPLICANT'S AGENT SHAll OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE ANO/OR E»-IIBIT OU1l.JNING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. B. C. 0. 4. THE SCHEDULE SHAU. SHOW TIMING OF CONSTRUCTION OF FREE STANDING, RETAINING ANO CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. IRRIGATION - INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING PLANTING ANO IRRIGATION FOR TliE AREAS DESCRIBED ABOVE SHALL BE COMPLETELY INSTALLED, ~ SHOWN ON THE APPROVED PLANS, WITHIN THIRTY (30) DAYS AFTER TliE IRRIGATION INSTALLATION FIRST COMMEN~- LETTER OF CERTIACATION (INSTALLATION) _ . 1, THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING lliAT TliE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WfTH THE APPROVED Pl.ANS ANO SPECIFICATIONS: A. PRIOR TO GRAITTING A PERMIT OF OCCUPANCY ON PRIVATE DEVELOPMEITTS,OR SHORES MASS GRADING EROSION CONTROL SHEET INDEX "DECLARATIOH Df ~CHTECT OFWORK" COVER SHEET A. B. C. D. CONDrTIONS OF LANDSCAPES -· -· · · · 1. ALL PLANTING AREAS SHAU. BE MAINTAINED IN A HEAL THY AND TI-IRMNG CONDffiON. · k .· ClLTIVATION ANO ~RING ALL PLANTED ARII.s SHALL BE MAINTAINED IN A RELATIVELY W~ED-FREE CONOffiON AND CLEAR OF UNOERGROWTli WHICH MAY CAUSE UNDUE FIRE HAZARDS. PLANTINGS MUST BE FERTIJZED AND WATERED AT SUCH IITTERVALS ;,s ARE NECESSARY TO PROMOTE OPTIMUM GROWTH. LANDSCAPE IRRIGATION SHALL BE APPLIED AT A RATE NOT EXCEEDING THE INFILTRATION RATE OF THE SOIL (MINIMIZING EROSION ANO WATER WASTE) BUT SUFFICIENTLY TO ALLC/W FOR HEAL TliY PLANT GROWTH. REPlAl'fTING ALL TREES, SHRUBS, GROUND COVERS, AND OTliER PLANT MATERIAL WHICH HAVE BEEN PLANTED ANO WHICH, DUE TO ACCIDENT, DAMAGE, DISEASE, OR OTHER CAUSE, FAIL TO SHOW A HEALlliY GROWTH, SHALL BE REPLACED. REPLACEMENT PLANTS SHALL CONFORM TO All. STANDARDS THAT GOVERN THE ORIGINAL PLANTING INSTAllATION. I HEREBY D1ECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THJS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 L-17 L-18 L-19 L-20 L-21 L-22 L-23 L-24 L-25 L-26 L-27 RRIGATION TITLE SHEET RRIGATI.ON PLAN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND CARLSBAD MUNICIPAL WATER DISTRICT IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING, BY: Ronald S. Teshima DATE: 10/5/94 Preparer SHEET 7,19 -... KEY MAP NOTTO SCALE · L-28 RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION PLAN RRIGATION DETAILS RRIGATION DETAILS & LEGEND PLANTING PLAN PLANTING. PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING PLAN PLANTING DETAILS & LEGEND SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS -~-~ .. -- ' CHANGES TO THE Al;'PROVED LANDSCAPE 3.03 REI E:ASE OF BONDS PROJECTS THA.T REOUIRED APPROVED LANDSCAPE PLANS MUST MAINTAIN THE LANDSCAPE IN A MANNER IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE PLAN. ANf CHANGES TO Tl-IE APPROVED LANDSCAPES AFTER INSTALLATION MUST BE APPROVED BY nlE CITY IN ADV»ICE. LANDSCAPE MEDlANS ANO OTHER AREAS TO BE MAINTAINED BY CITY FORCES 1. _ MAINTENANCE PERIOO A.. B. e. TliE MEDIANS SHALL BE MAINTAINED BY THE DEVELOPER (RESPONSIBLE FOR THEIR CONSTRUCTION) FOR A PERIOD OF NINETY (90) DAYS, OR UNTL PLANTS DEEMEO ESTABLISHED ANO THE IRRIGATION IS OPERATING PROPERLY TO TliE SATISFACTION OF Tl-IE PARKS AND RECREATION DIRECTOR, WHICHEVER PERIOD IS LONGER A MAINTENANCE SCHEDULE SHOWING PROPOSED ACTIVITIES ANO FREQUENCIES SHALL BE SUBMITTED TO THE CITY FOR APPROVAL AT THE TIME OF ACCEPTANCE OF THE MEDIAN LANDSCAPE CONSTRUCTION, AND PRIOR TO COMMENCEMENT OF THE LANDSCAPE MAINTENANCE PERIOD. AT THE TIME OF FINAL ACCEPTANCE, Tl-IE CITY SHALL BE GIVEN ALL CONTROLLER ENCLOSURE KEYS, OUICK COUPLER KEYS, OPERATION MANUALS, ANO OTHER ITEMS CAU.ED OUT IN THE APPROVED Pl.AtlS AHO SPECIFICATIONS AND NECESSAAY TO MAINTAIN THE LANDSCAPE. FIRE SUPPRESSION MANAGEMENT AREAS AREAS OF DEVELOPMENTS THAT WERE APPROVED UNDER THE REOUIAf;iMENTS OF SECTION 11-C ANO IV·F OF TliE CITY OF CARLSBAD LANOSCA!"E MANUAL SHALL BE MAINTAINED BY THE RESPONSIBLE PRIVATE PARTY IN CONFORMANCE WITH THE APPROVED FIRE SIJPPRESSION Pl.AN. PLANTS SHALL BE KEPT PP.UNED TO TliE VOLUME REOUIREMENTS SET FORTH Ill SECTION F OF THE CITY OF CARLSBAD LANDSCAPE MANUAL A. 8. LETTER OF CERTIFICATION (RELEASE OF BONDS) PRIOR TO RELEASE OF BONDS, TliE LICENSED DESIGNER OF RECORD ON 11-IE PROJECT SHALL SUBMIT A LETTER TO THE CITY ENGINEER CERTIFYING THAT HE OR SHE HAS INSPECTED TliE WORK AND THAT THE PROJECT COMPLIES WITl-1 THE FOi.LOWiNG CONDITIONS: 1. 2_ 3. 4. HAS BEEN MAINTAINED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS. IS GROWING IN A HEALTI-JY ANO THRIVING CONDrT10N. ALL PLANTINGS REQUIRED UNDER SECTION IV-E OF THE .CITY OF CARLSBAD LANDSCAPE MANUAL, POLICIES AND REQUIREMENTS HAVE BEEN ESTABLISHED ;,s AN EFFECTIVE SURFACE EROSION CONTROL THERE IS NO EVIDENCE OF EXCESSIVE RUNOFF FROM Tl-IE IRRIGATION SYSTEM CAUSING A SOIL EROSK1N PROBLEM. AS BUil.TS 1. 2. 3. PRIOR TO RELEASE OF BONDS, AS BUILT LANDSCAPE PLANS FOR 11-IE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. AS BUILT PLANS FOR AREAS TO BE EVENTUALLY MAINTAINED BY CllY FORCES SHALL BE APPROVED BY lliE PARKS ANO RECREATION DIRECTOR. AS BUil T Pl.Al'IS SHALL BE ORAFTE.) CLEARLY TO THE SATISFACTION OF . THE CITY, AND Tl-IE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. NOTE: Private lots shan be protected from contact from reCl'aimed water, whether by wind•blown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strickly prohibited. TESffi'MA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 Bwdnesspaxk Ave., Suite C San Diego, CA 92131 Telephone: (619) 693·8824 FAX: (619) 693-1182 APPROVED ::rs,,,, .. ~.,d ENG1NEERING PLANCHECKER 11/n-lM OATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDINQPRECISE LOCATION OF PLANTING AREAS. TmE SHEET ~-'AS BUil T" RCE ___ EXP-~-- RE'Af'NEO BY: INSf'ECTOR DATE t----t,--"1-----------------1---+----_ ~ CITY OF CARLSBAD I SH2E'E8TS.I ~-.., • Pl.ANNING DEPARTMENT ---------·---------t---t----+-----------·--------r---+-----1----'----1 l-;;,;;;s GRADING PLANS FOR: I ~--J-_ =======---_--~---·-=--=.+=.-.::.--.=::..-:..' -_ 1' Pt SETTIA SHORES j a---..-_---t·t-l:::::::::::::::::::-=.-.:_-_-_-_-_·--· __ ·---_=:-:::::::::-.-4. PE 2. ~8~/9~J/r?===:=-==5=9::=:::;:~:;=~· , --· I~ · IJ~tJ If-If-fl¥ , _____ J -----------·------+---+---+-----,··1---·_·· lfgsrsTANT/PI 7'.N~ING DRFCTOR CATE • -' ,..,n INl1IAL EN~ OF WOIIK RE\IISION DESCRIPTION - DA1t: : HllN. DA1E HllAl ~W::o a~ --., PRO.ECT HO Dff~'Hl<C r~Ll 1-0-llD_Al'l'II_.__OV._M.-+--"UJY.......;._N'PR.&.;..;O.;;;.VN,..c..a RVWO BY:. CT 94·01 387•9M ----- CMWD 94-503 ' \ j,, \ ' I N k (X) I 'I'"" I 0 ·i == I a: ' · [ ' ! . 11 r GENERAL NOTES RECLAIMED WATER NOTES 1. AU. WORK SHAU. BE OONE IN ACCORDANCE W11H THE CARLSBAD MUNICIPAL WATER DISTRICr5 "CARLSBAO RECLAMATION RULES & REGlA.ATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER 1993, 2. AU. PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, STC. 3. ... 5. 8. 7. 9. 10. 11. 12. 13. 14. 15, 16. 17. 18. * 19. 20. 21. * 22. * 23. * 24. SHA1..l. BE PROTECTED FROM SPRAY BY RECLAIMED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED. HOSE BIBS ARE SIBICTL Y PROHIBfTED . ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WAlER LINES IS STRICTLY PROHIBITED. NO SUBSTlTUTION OF PIPE MATERIALS WILL BE AU.OWED WITHOuT PRIOR APPROVAi. OF THE CfTY OF CARLSBAD MUNICIPAL WATER DISTRICT. ALL ON-SITE PIPES SHAU. HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRIC"T'S RULES AND REGULATIONS. THE IRRIGA"flON SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. ANO 6:00 A.r.1. THE FOU.OWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TlME) WITH QUALIFIED SUPERVISION PERSONNa ON SITE. _ PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. PRIVATE LOTS SHALL BE PRO"fEC-rEO FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPUCATJON, "THROUGH IRRIGATION OR 01'1-IER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTt. Y PROHIBITED. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIOEWAU<S, STIIEET, ANO PRIVATE LOTS. QUICK COUPLING VALVES SHAU. HAVE A SPECIAL COUPLE KEY PER CARLSBAD MUNICIPAL WATER DISTfUC1'S RULES AND REGUL.ATIONS. METERS SHAU. BE SIZED BY THE CrTY Of c.AR.SBA0 MUNICIPAL WATER OISIBICT. AU. IR!IIGATION PIPE SHAL1. BE STENCIi.ED, COLOR-cooED (PURPLE) AND LAID Wrn-t WARNING TAPE PER THE CITY OF CA.flLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. AU. POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCLING ORIENTEO TOWARD THE TOP OF nE Tl'IENCH. WHEN A POTABLE WATER LINE AND RECLAtr.lEO WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INST ALLEO WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHAU. EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTA8LE LINE, FOR A TOTAL OF 20 FEET. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POT>.BLE 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 :JT1LITIES MUST BE MAINTAINED AT ALL TIMES. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST ANO COVERAGE TEST AS DIRECTED BY THE CARSLBAD MUNICIPAL WATER DISTRICT ENGINEER OR THE SAN DIEGO COUNTY OEPART\IENT OF HEAL TH SERVICES PRIOR TO Nff USE OF RECI.AJMED WATER. QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO THE FOil.OWiNG: A. QUICK-COUPLING VALVES SHAU. BE 1 INCH NOMINAL SIZE NELSON 176-45, WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF 150 P .S.L OR RAINBIRD f4.4 NP. B. IN ORDER TO PREVENT UNAUTHORIZED USE, rne VAi.VE SHAU BE OPERA-rED ONt. Y WITH A SPECIAi.. COUPLER KEY WITH AN ACME TI-IREAO FOR OPENING AND CLOSING THE VAL VE. C. THE COVER SHALL BE PERMANENTLY ATTACHED TO "THE QUICK· COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL O. LOCKING COVERS~ RE0UtREO. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. DEVELOPER SHALL PREPARE A SIGNAGE PLAN SHOWING THE LOCATION OF RECLAIMED WATER "00 NOT DRINK" SIGNS AND wtU. BE ~ED ON THESE PLANS. AN ON-SITE USEF\ISUPERVISOR SHALL BE DESIGNATED IN WRmNG. THIS INDIVIDUAL SHAU. BE FAMIUAR WITH PLUMBING SYST!MS wrTHIN THE PROPERTY. WITH THE BASIC CONCEPTS OF BACKFLOWtCROss-coNNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION. WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO TI-IE SAN DIEGO COUNTY DEPARTMENT Of HEAL TH SERVICES AHO CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CON'fACT ~N MUFI.PHY O __,___6::;.1;..:9:;./=-.93::;.1:..-.:;9.;;.10=-.0=---- 0fl AFTER HOURS CONTACT_ BRIAN.MURPHY O ~19/931-9100 ITEMS NOS 8,19 & 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL . USE OF RECLAIMED ATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE PART OF THIS I.P. BUT THE ACTUAL SIGNS & TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. SHON ALL PUBUC & PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. BLACK LOGO / PURPLE BACKGROUND . r 1" BLACK LETTERS sr r WARNING RECLAIMED WAlER DO NOT DRINK RECLAIMED WATER AV'SO · AGUA IMPURA NOTOMAR -• ct! ... I-.. g_ (SIZE) 12" X 36" 1• BLACK LETTERS .060 ASS PlASTIC OR STICK-ON WM. SIGNS ALSO .. 016ALUMINUlril 2" BLACK LETTERS TYPICAL SIGNS SfGNAGE NOTES POINSETTIA SHORES RECLAIMED WATER SYSTEM (PRIVATE) THE FOU.OWING GUIDELINES FOR THE USE OF RECI..AIMEO WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH COl'ITROLLE"I WHERE THEY ARc EA.SIL Y VISIBLE. PLACE ON 8--1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH Bl.ACK LETTERING. L GtnDfl INfS FOR BfCI AtMf P WATFB USE 1. 2. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AHO 6:00 A.M. ONLY. WATERING OUTSIDE THIS llME FRAME MUST BE DONE MANUALLY Wl'n--1 QUALIFIED SUPERVISORY PERSONNEL ON--SITE. NO SYSTEM SHALL AT IJoN TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDU.E. -. IRRIGATE IN A MANNER THAT WILL MINIMIZE AUN-OFF, POOLING, ANO PONDING. THE APPLICATION RATE SHAU.NOT EXCEED THE INFILTRATION RATE OF lHE SOL TIMERS MUST BE AO.f,,JSTEO SO AS TO BE COMPATIBLE WITH TI-iE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACIUTAl"ED BY THE EFFICIENT SCHEOIJLING 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). ' . ' SHEET TITLE SHEET NUMBER 'COVER SHEET 1 N c:o ,.. 0 == a: C.M. W.D. TITLE SHEET. 2 IRRIGATION PLANS 3 -12 IRRIGATION DETAILS 13, 14 1. . ' JNSECTION PBOQFPlJRES City ConstriJr:tton lnsO&Ctioo sna111nch1df:• A. B. c. D. E. F. Location of pipe lines. Trench depth. Required separation (HOl'izontalty and Vertieally). Pipe identification:{p.o.c.'s) Points of COMections. Location and id&ntifcalion of sprinkler heads. Warning signs of 1he site and on the trucl\s hauling r&daimed waler ( If raclaimed water Is being used for construction). All approval letter regarding the inspection of the project shall be. oblained flOm lhe City and the district, and be fowarded to the County Health Department prior to final Inspection approval . A.OJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOM El'\. FOFl EXAMPLE. POOL DECKS. PRIVATE PATIOS ANO LOTS, AHO STREETS AND SIDEWALKS. . . /; ~ce-. --" -. . !)".--:-.•-:---•• l , ,,.-11'"! . ....,.._"" ., ..,_ ' .. - "/ . 2. QiStrid Einal lnseGliPO $h@I! lndt tde. A. Coverage test. after complelion of the sprinkler system, to delermlne the adequacy of coverage on the approved use area and protection of areas <101 approved for receiving reclaimed water. 4. 5. 6. 7. 8. II. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HE.ADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON >S THEY BECOME APPARENT. EDUCATE All MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECLAIMED WATER. P.ERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR ·IRR. PURPOSES ONLY, ANO IS NOT APPROVED FOR DRINKING PURPOSES. HANO, TOOL WASHING, ETC. GIVEN THE HIGH TURNOVER RI\TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU. THE LANSCAPE CONTRACTOR WHO IS RESPONSIBE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYtES. OBTAIN PRIOR APPROVAi. OF Al.L PROPOSED CHANGES AND MOOIFICA"flONS TO #lY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTEO TO, AND APPROVED SY, THE OIS"fRICT ENGINEERING OFFr.E ANO DESIGNED IN ACCORDANCE WITH DIS"TRICT STANDARDS. All RECLAIMED WATER SPRINKLER CONTROL VALVES SHAl.l BE TAGGED WITH IDENllFICATION TAGS. A. a. TAGS SHALL BE WEATHERPROOF PLASTIC, r X 4", PURPLE IN COLOR Wlni TME WORDS 'W.1.RNING SFQ.&rMFQ WATER· QONOJ DRrNK" IMPRINTEOOH ONE SIDE, ANO "AYISO • AG\ IA IMf'I IRA· NQ JOMA[C ON THE OTHER SIDE. IMPRINTING SHAU. BE PERMANENT ANO Bl.ACK 1N COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES 00 APPROVED EQU"-L. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOL.LOWS: -• ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. EACH AUTOMATIC CONTROLLE~ ANO ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BE.ARING THE WOF\OS "BfCI AIMED WAJFB USED FOR IBBIG6IIQN" IN ENGLISH AND SPANISH, WITH BLACK LffiERS 1' HIGH ON A PURPLE BACt<GROUND. THE SIGN SHALL BE PLACED SO THAT rT CAN BE READILY SEEN BY ANY OPERATIONS f'ERSONNa UTILIZING lHE EQUIPMENT. DECLAIRATON OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF HEAL TH SERVICE IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAMES & ADDRESSES: TESHIMA DESIGN GROUP 9903 BUSINESSPARK A VE. SUITE 'C' SAN DIEGO. CA. 92115 PHONE NO'S: 619/693-8824 REGESTRATION NO'S: CA LIC. LANDSCAPE ARCHITECT #1456 EXPIRATION DATE'. JULY 30, 1996 WARNING RECLAIMED WATER DO NOT tll'IN( AV'SO ·AG.JA IMPURA NOTOMAR APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS .. CITY OF OCU.NSl0£ 7e OCEAN Cl1Y or ~A l VICINITY MAP NO SCALE -. CARLSBAD MUNICIPAL WATER DISTRICT 18" X ,r SIZE .016Al.UMINUM, ..060 ABS PLASTIC OR STICK-ON VINYL SIGNS. WILLIAM E. PLUMMER, DISTRICT ENGINEER R.C.E. 28176 ;,,; APPROVED BY. DATE '--'-'-'7 ._THOEPARTMENT (/-/4'_,.... DATE NOTE: Private lots shall be protected from contact from reclaimed waler, whe1her by wind-olown spray or by direct application throug~ irrigation or _other us~-Lack of pr01ection, whether by design, construction practice or system operation. is strickly prohibited: ' s. e. C. D. E. F. G. Warning signs and lables. Quick coupling valves. AU aspects of the irrigation condmons including windblown spray, ruooff and ponding Required protection of all residential areas. Required proll!Clion of wells. streams.reservoir., etc. Cross-connection. Annual lrs:nection Shall Include· A complete lnspeciion which should cover Part A, Part B and Part Gol the diStricts fiAal inpection. LEGEND: DEVELOPERS NAME: KAIZA POINSETTIA CORPORATION A CALIFORNIA CORPORA"flON 7220 AVENIDA ENCINAS, SUITE 200 CARLSBAD, CA 92009 •· ....... w ....... w •.••• , EXISTING POTABLE WATER SYSTEM EXISTING RECLAIMED WATER SYSTEM PROPOSED RECLAIMED IRRIGATION SYSTEM AREA OF RECLAIMED WATER USE ADDRESS: TELEPHONE: (619) 931-9100 ---.RC---RC -- C~~F~_) QI! LOCATION OF CONNECTION POINT/$ -METER & BACKFLOW PREVENTION CATE Pl.AN PREPARED: AUGUST 3, 1994 BY: TESHIMA DESIGN GATE VALVE ·oo NOT DRINK SIGN" LOCATIONS GROUP DESCRIPTION: LOCATION; RECORD FROM: El ATION: STANDARD DISK SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE. APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTER LINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO.A7882 NOflTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L DATUM: Revisions must be approved by Public Health Engineer, City Engineer & District Engineer prior to implementation in field. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 990:J "1whv'Mpan; Aff •• Suite C San Dleac,, CA 92131 .Telephone; (619) 693 6824 FAX: (619) 693--1182 "AS BUILT" RCE ___ EXP. ---- REVIE\111:D 8Y: INSPECT~ DATE DA1E t--+--+-----'--------+---+--+--+---1~ CITLN2! [)£~~BAD MASS GRADING PLANS FOR: POINSETTIA SHORES J-----,--,=-h---+-------..,_---------+---+------1---+---~ OWN SY: l PRO-ECT NO. I. DRAWING NO. DA'IE N1IAl 0A1E N1IAI. 0A1E IM1lAL: CHKD 8Y:---1 CT 94-01 337-9M O<QNWI Of: -REVISION DESCRIPTION 011d APl'ftOYM. an-APPROVM. . RVWD BY: . CMWD94-5O3 i \ ' ! ' I ····i"·"· '' --~:·,, ; ' ' J-,-.,,-;:~~uiiv~ ·•1,--. -~ ~ [!, .. , -,,,,.:~ ~ .,u.-; .... ·,- ' ~ ........ :. : '~ ,. I I . I \ I \ ! i i . /;, 'l'=t~~llit ,} /J;, 1-: ~'7"--~---\ .. .J\., , i( l '. .'iii;;_,,. ·r ,, ~:,-,;±::~~ . . . .; "", :, + . . ·. -.. , . --·\) ~ ii 'i i' . ' ' i /; \ ./ I i .. ;-: ,;_ ~';:::;,.:-.-::;:~ ,.,, • /i '( ~ •vT • 0'-•·::ii"-'f\ :;.),.;~/·;• .. L'--,...-er."":-· .... , /) .. ,e,:,1 .. -.4~:i 1 .' . '-.. --" · · / 1 . lhl". ·' ····:·-· -: .•. , 'c..:;Jt· 11 f I ;, ,_,v;· , ·· ·, j•, .. .. --:--~~;.', :·-;··1·i~'t--":.'2r"·!, ..... --"-':--i}.---:;.~~ .~.,:.'.f:-,;;·,~[,1.· -:-..-~-il .. --;i .. 1 ··.•.•1t·:~·;~ ,, .. :" := ·:· ( ~-... --,·/.1 ~-_,,r,.,_,~J,r}t~~:'\i~'i/f;/7 · l -·· \, · · ... ·.·: Jl ,.,, ~ I ~-.-· ,··: .",:,:.··· ,, -..,~1'-::C·' _ • .: .• ~ ............ ', ){ -+;· ;;i,:~~ .. ['~J, :, . ·-::: ;117.:t··;-c-'' c:;,,--,:;_.,.~,.~] ~ ... -x-,_:'; r~·. ( \KEY' ~~~----· .. r ' )' i . I () ; / . I (L, \_ ...... j' \ ( ..... ,, ....... J . · 1 , ' < •, 't ii .) \ ~ .... , i I ' ' \ I \ \ \ . ' i ' j \ \ \ \ \ \ ' ' ' \ \ . ' I ' I ......... I I I ! , i i i i l I I I ) ) - TESHIMA DESIGN GROUP LANDSCAPE 1\RCaIT!i;C:rmu; LANO PL.l'.NN.ING . 9903 Businesspmk Av,:,., Suite C San Diego, CA 92131 Telephone: (619) 693--8824 FAX: (619) 693-1182 .. ·.SEE SHEET 7220 Av~nida Encinas Suite 204 Cotl:!lbad, Colifornio 92009 019-9.31-7700 F'ox:S19-931-8680 • --l--;:,,..29 V') •-f""1 C f""1 % 0. • ·• .. •, ;___ ' NO. L-5 I Civil l:'.r19ineerin'.I Planning Pr0(:es:i;in<;1 Surveying ! J ' \ \ \ ' I r . \ \ , i \ \ , \ \ 0 r---. \ \ \ \ \ ' \ \ ' \ \ \ SEE POINSETTIA SHORES AssESSMEN'T1 \ \ \ \ \ . ' \ DISTRICT IMPROVEMENT DRAWINGS .,_----' FOR SLOPE PLANTING AND IRRIGATION. DWG. NO .. ~7:!1!,!-,, . ·•, ' ·---'". ·,,,;_ ·· .. _ -.., . ........_ ' ·-.... ,,._, . , .... , REVIEWED BY: DATE: ,_,e,/4cJ=--. RCE: INSPECTOR I I , ' I \ , \ I i \ I \ \ \ i i I \ i i I \ ' ' ) I \ \ \ I· 10. "'lb ... DATE f' ;:-5,. ,.,_.,,_/_ \ NOTE: Private lots shall be protected from contact from reclaimed water, whether by wind-blown 5pray or by direct application through irrigation or other use, Lack of protection, whether by design, construction practice or system operation, is strickly prohibited. "_- STATION NO.: ST A TIC w A TE'-=R=--=P"'R"'E""s""s:-:u=R'=E'"": -.C::.L---:1:-,0"'8 ___ _ PRESSURE REGULATED TO::.:--,=-=~.-,o:r-,:,:r-;:... TYPE OF PIPE; ALERT UNE. CL 31:i eve & CL 200 eve PRESSURE LOSS THROUGH COMPONENTS N a) ,,.. 0 3: SPRINKLER NOZZLE CONTROL VALVE BACKFLOW PREVENTER WATER METER PRESSURE REGULATOR PIPE FITTINGS ELEVATION DIFFERENCE BALL VALVES 30.0 PSI 2.3 PSI 11.0 PSI 0.5 PSI 2.0 PSI a: ( 80--•,1,,, ' . . " ··r,,~.-:::i.i..._ / "·,. ',' I I <.. f ····~ /! I/ ""'\",~... J ... zA,~4.i ....._ -.~ ' . O• 2.0 PSI ---"'---(A33)= +/-0.0 PSI 2.0 PSI 2,Q PSI MISC • TOTAL PRESSURE LOSS THROUGH COMPONENTS 51.7 PRESSURE LOSS THROUGH MAINLINE PIPE TYPE OF PIPE: CLASS 315 ALERT UNE eve 31.!IQ'. OF 1.112.." @ 1.U.. GPM l!.Z£i / 100' = Lll . TOTAL LOSS THRO\JGH MAINLINE PIPE . I PRESSURE LOSS THROUGH LATERAL PJPE TYPE OF PIPi:CLA$S 20q ALERT LINE pyc 130'. OF W" @ 7.4, GPM 2.48 / 1 0'=-3.22 ~OF 1..W."@..lZ-3.; GPM.Q.5.6./100' .P.li i . TOTAL LOSS THROUGl:I LATERAL P E, . TOTAL LOSS THROU~H SYSTEM AVAILABLE PRESSURE 1.37 PSI PSI o· 20' 40• ----- SCALE: 1. = 40' ...... ~~ I .--..C~r•~::,,,.., ,~,, ...... \ . -----=- ... ~.... '\'S~ .... / i I \ ' ' \ \ \ \ \ \ \ \ ' ' ·u ' \ NOTE: ... . , 1. LOCATE IRRIGATION MAINLINES @ 2' ABOVE TOE OF SLOPE. , · SEE SHEET #14 FOR IRRIGATION LEGEND ~:L• I \ \ /;/ /~~ .,@STATIONCdNTROLLEFI 'IA" WALL MOUNTED-VERIFY / • . '''f E~CT L0CAljJQNS WffHOWN·• EFL/i · OPEN STATIOOS . -· 1 ½IDCATE INVALVE BOX :± . . 1 I .1 \ \ 1 ' ; i 1 :,i . i 1 IRRIGATION PLAN ' \ , \ ' 1 ' 1------1---l--~-----------+---+--+--+---J ~ CIT~LA~NtG qA~~JiAD ~ ~::::::::::.-===::::::::::::::=:::::::======:'...:::===; MASS GRADING PLANS FOR: i ' ~ ' . '< BENCHMARK:. 1 · \ ' 1 DESCRIPTION: STANDARD DISC "SET FLUSH IN EAST ~R ON NORTH ABUTMENT OF EAST .BRIDGE \ APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EASl\ OF ·, . \ LOCATION: \ CENTERUNE OF NORTH BOUND CARLSBAD BLVO. ON PONTO STREET BRIDGE NO. A7882 RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. DC 0147 ELEVATION: 50.558 M.S.L. 0ATo INITIAL. ENGINEER OF' WORK POINSETTIA SHORES C.T. 94-01 REVISION DESCRIPTION DATE INITIAL OATE INITIAL OTHER .~PPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: I PROJECT NO DRAWING NO. . CT 94-01 337-9M CMWD 94-503 Ooto: D5/25/9-1 Tim•• 10•36 e'C 12 FILE°C:\J08S\921016\9216MG8.DWG ' "J •.- I r./l.~- 1 I' , i ' i t-i . I; { i I ( ' ·, . \. .. "\" ~ .... ( ,•· \ TESHIMA,:D,ESIGN~~Ul" LANDSCAPl!l-ARCHttECTUR$ ''_; LAND PL,\NNING \ • f~' ,-' ' ' ' .... : ' 9903 Buslnesspad< A""·• Suite C S&nDlego,CA 92131 Telephone: (619) 693-8824 FAX: (619) 693-1182 j t·····> ' i .. , .; .... ;, ; I ·,•.' / .;. , .. ,; f .. ' .,J''i-1 I I ! '. ' ; ~~ ~ NQ, 32014 j ·~ . El(f'! 1?/31/96 !.;] * * C,y\ ~ ' I 11:· '· I I .I . - $ ' ' .. ' -.. . ' -. ' o✓~.-,, 1 - C o·· N ··s u .L T ::=T s '. ,,,220 AVEriido E:ndn1;1s Civil £n9iJ:1.e~rJrtg S1,1ite 204 P'tonnin~ Carl~bad, Californici 92:009 P'rC(c@-SSin9 619-931-7700 Surv~yin~ Fo>i::619-931-8680 ':,~t:'.1'•,.,,:,~ .. ' ,,, . .:.;,',._ i i .' ! ' APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING E.REcr.s.E. LOCATION OF PLANTING AREAS. . ', ' DESIGNED BY: · . DATE: ~ ... -_:·-.r DRAWN BY: SCALE: ]" -40' PROJECT MGR.· JOB NO.: I ' DATE: RCE: .. ' '·· ,. .. ··, ' ···-, .. '· '. .. -::~, P.E. REVIEWED INSPECTOR ' I /3 ' ! / / / i i i ' I i J i I i I I /,. I / ,, { .... I I ! , .. , i I I ! ' I l ) (~ \··· ,-...... MATCH LtNE I I i SEE L-6 .. .. ' .... .. ·• ··• '··,, ,,,, ·;.,,:•-' ·•. , . .. , --.. • .. " .. ,,.,, . h AS-'BtJILT .:~ '· ' I ' .. ?' .... ·, ' ' EXP BY: ) I \ > ,.,.,,,,, . .,. ' ·, ., '• '· '• c······················ -.,,,,, ! 'DATE I I ,., DATE I I \ BENCHWK: I DESCRIPTION: STAN~D DISC SIT FU/SH ,lt4 ~ CORNER ON ~ORTH ABUTMENT Of EAST BRJOGE ~?X. ~00 FE-ET SO,UTH :OF !TH ENTRY TO-CARLSBAD STATE PARK 40 EAST OF ·• ... ~N'ITRUNE OF iNORTfl BOUND RLSBAD BLVO, bN'·P_QNTO STREIT BRIDGE NO, A7iB-B2. RECORD FROM: NORTH''COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50,558 M.S.L. C) ,(0 DATE INITIAL ENGINEER OF WORK /,\ ,, NOTE; i ' ' i I ; I ' ...... ) I I i CONTRACTO~ SHALL LOCATE l~RIGATION . MAINLINE 12" WEST OF LOT 5 B(\)UNDARY LINE: ; P,< , ... ./',,, /',., ...... , l I ',.,. ( i - KEY. MAP SEE SHEET +' 14 FOR IRR. LEGENO. Private lots shall be protected from contact from reclaimed water, whether by wind-blown spray or by direct applicatioA through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strickly prohibited. I I l I I I I I I I I a., ~1' .,._ I I -- . .. ' ~ L&J L&J :::c V') L&J L&J (/') L&J z: ::::i o· ... ( .-, '\< . ' ,:..,,--:-:-,.,, 20: 40' 80' ----- SCALE; 1" = 40' ..,.,,,,,~, -.. IRRIGATIO'N PLAN ~ CITY OF CARLSBAD ~ 4 PLANNING DEPARTMENT 8 MASS GRADING PLANS FOR; POINSETTIA SHORES .,., C.T. 94-01 APPROVEW"~,.R -?'7 /7, I I-IF-fl:_ ASSIS'""' , PLANNING DIRECTOR DATE DWN BY: DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. I I CHKD BY REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 94-01 337-9M - CMWD 94-503 Dal;; 05/25/94 far,e, 11:53 PC #2 FILE•C\JOBS\ 921016\92 t 6MG3.0WG N co .... 0 ;r: a: I I I I I I I I I \ l \ ~ ~ "-" .J I i .: ... J. 1·····1 ! : : ' r~ , APPROVED FOR PLANT.ING AND IRRIGATION ONLY, INCLUDING ERECISE LOCATION OF PLANTING AREAS .. t; ·• I .; NO, 32014 ~ EXP.' 12/31/96 * r-- \ ., ... - ' , c~~:?, s ~- -"J'@O Av@nidQ Endnos Civil E:ngineering Suitii!: 204 Fl'lonninc;i Carlsbad, Colifomia 92009 Pl"OCf::!i:!iing 619-931 -7700 Surveyin9 F"o,::619-931 -esso • DESIGNED BY: DRAWN BY: PROJECT MGR: ~· I I I \ \ I. \ \ ' \ \, \ I / / / /1' ' , ,,, \·· \,j ,•'i \.,? i' .. / \ MATCH \LINE, -.L..../_ ( ____,,,,._ --' -- I ( ', ', /J-:~•~) ) // I ·,(,, y·, ' \ -f-< .~/ . ,' .?.··.\ ,, ,, __ \ . ..1·, /.· ,-· ,J I '·•···' I •• ·, •• C ' ,··;",'····. ,·::;>, , '. I .,·',i.i, i i,,,.J \ . ·_ ... '\-:-··-. -.. ,.,-.-,:;_~~, I ... ) ' "' ----~·<;::,,, ... ' . ,: :] \ \ \ : :,,,,,' , ........... . . __ ,,-.:<, \,/\ i i I ( LOT !5 LOT, 7. / ' ' \ ,. ' f j I . / ( . ,··,. ;,: i J : I , I ·c···i·. ! / I i· I ' : I ! \ .,, , / / ! 0 : ' I ' I / \ ( '', • k....STATIQN CONTROLLER !'et l ·. WALL MOUNTED-VERIFY I ... · ,., . ·•• . i . l::XACTLOCATIONSWITH OWNER. NOTE: CONTRACTOR SHALL COORDIN~TE Wl,11:t ., OPEN STATIONS B--?·~~ . • .. ·. N a) ... 0 3 IX i ( i . i / . $~it// SHEET/ N0 1 L-6} . / - SDG&E TO OBTAIN ELECTRICAL POWElil) FOR • LOCATE IN VA.· LVE BOX &-1 , ·· · ... IRRIGATION CONTROLLER. , ·. · ·, ' , ' --+~---1 IJ.z.." REDUCED PR'ESSURE 'BACKFLOW \ PREVENTER W/ PRESSURE REGULATOR • -,.No "WYE" STRAINER SET @ ~('J"~I ... AVAtLABLESTATlCPRESSURE 10 ~I i I I I LOT L -- --I -------... tRRIG. SYSTEM DESIGNED 11. ~ GPM .. @ '3¥" P.S.l. ; i i i J I I I I J I YI ·0'' ' ',. ' / • I '/. SEEIPOINSETTliA SHORES ASSESSMENT DISTRICT IMPROVEMENTDRAWINGS FOR SLOPE PLANTltl!G AND IRRIGATION. DWG. NO. 337-9L I . / / ------j -----/~ . --,_;,..-----:===/l! 111z,• Pil>INT OF CONNECTION _ -----,J,,.) ~ ...... ,·-······· VERIFY EXACT.at.OeATiON WITH I ~ -:::::-:-:-=i-=r-==~=, OWNER ~ATEFl'METE:R BY ~ Oll-lERS. \ ' ' // / / --I -....---, -----:,...._ ____ ...... / --/ j -.-~~~~i~~6~0~~tfJ~~;~iEE~i:~~AiH. I_.,,.,.,..-,/ I CAUTION WHEN WO~KING IN THIS AREA DO ,· . .....,,,-:. · , -.. c, NOT USE HEAVY MACHINERY FOR COMi='AelJ'ON' -ST,0.TION NO.: B-/ STATIC WATER PRESSURE: .· 110 I PRESSURE REGULATED TO: r 80 f"PE OF PIPE: ALERT UNE, C:el""'.JM'"' . .,;,,5-=p""y'°"'c~&,....,,C""L""2""00'". ""'p""yc / PRESSURE Loss THROUGtl,¢0MPONE!'1JS -1 1 SPRINKLER NOZZLE i' 30.0 ~ / , CONTROL VALVE ; ~SI • / BACKFLOW PREVENTER _p_,Sf I / ATER METER ; / 'PSI P $SURE REGULA"l:bR _-" PSI PIP FITTINGS ~ ----2.0 PSI I / ELEV I N DIA"ER1aNCE 5' ""63): +/-3.0 PSI -BA VES ..----..--2,0 PSI --r M,,,-_,.,.'£.J -----• 2,0 PSI 0) I ..J \ \ \ I I ' ' { i \ \ \ \ \ i I ' \ i I , ·. l ( ...... UJ UJ :r V, I ' ' \ ·, " . . . l I , . I ' / _i . I ·-I I I I ~," I I LOT __ 3 ./ .. ! I i I J I ' ~-•·-· r1 IA . \)Lj .) , {c y, ............... "" . : .·7 ~\ \ / / \/ . (\ l / ,, ... ·-; i f / \ / / \ ~' ,-- / / ;,<:--( l / \ \ I ~_," ~ .. \ ,_/ -.. ·. J / 100' =!&a TOTAL LOSS THRO~GH MAINL E PIPE 7,68 ' 11Jr OF ~,, @ / M GPM :l.21l / 100':.,W Ii'. OF 1J./!"@ -11.2 GPM .!!..[§ / 100'-.12.li TOTAL LOSS THROUGH LATERAL PIPE TOTAL LOSS THROUGH SYSTEM AVAILABLE PRESSURE SHEET I I I NO. L-10 ? .,, ,.',:, ,·;. . ' ............ ,, NOTE: . •,.,,, Private lots shall be protected from contact from reclaimed , 'v(_ater"wh1:1thet by wind-blown spray or by direct application _ · thtough irrigation or other use. Lack of protection, whether " · ~· by design, construction practice or system operation, is ~rickly prohibited. ' I / / / .... ,// \, ~· ,, TESHIMA DESIGN GROUP LANDSCAPJC ARCfflTECTURE LAND PLANNING 9903 Bu,;lnesspark Ave,. Suite C 8an Inego. CA 92131 Telephone: (619) 693 8S:Z4 FAX: (619) 693-1182 I I ................ ~-. --KEY MAP SEE SHEE I #14 FOR R. LEGEND. o· 10· 40' -----5' 20' 80' SCALE: 1" = 40' IRRIGATION P'LAN ~ 5 CITY OF CARLSBAD ~ 8 PLANNING DEPARTMENT MASS GRADING PLANS FOR: '. · ·"AS~ BUILT/~'\< ' ' . ' DATE: ', / ! POl·NSETTIA SH.ORES .,, .... ..) ' ' . , . -.. .. . '( -. " . SCALE: 1· -40' ' ' . ' ..... ', . ' \,. ,', ' ·-., . . ' . , .. , ' ' JOB NO.: - P .E°"< •·· •~, ", '-'-·,,, .._ EXP '.,_ '-DATE '> •.·, ' ,,, ' ,. .,_ ' . . , DESCRIPTION;, ,-ST~NDARD '6/sc SET FLUSH IN EAST CORNER . " . , . ' '•QFJ-"NORTH ABO'™OO··QF EAST BRIO,!,£., "':~J.,OCATION:, AP~X. 300 FEET SOUTH.Of'·S0tlfi.t E~ r • ,,, I ·-..... __ . TO BAD STATE PARK 40 FEET EAST Of:.,,,_./ -' CENTERL NE OF NORTH BOUND CARLSBAD BLVD. / /7 C.T. 94-01 !" APP"---6'uY 1~/f.77' ASSIS'i"'ANT PLANNING DIRECTOR DATE REVIEWED BY: DATE: RCE: INSPECTOR DATE ON PONTO STREET BRIDGE NO. A78B2 NORTH COUNlY VERTICAL CONlROL DATA BOOK, PAGE 135 NO. QC 0147 50.558 M.S.L. RECORD FROM: ELEVATION: /,\ OWN SY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 94-01 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY 337-9M CMWD 94-503 Dot• 05/25/94 i;.,.,., 112.) Pl; ll FILE~l;\J06S\92101 !;\9216UG5.DWG ·-.' -. ·-. . . ,. ·--.. ,., -- ,, t I I I I I I I I I J i ' ' I ) I ' , r. ; \ '-, \ • -_l_n_ : t \ - NOTE:;SHALLOW $~WE RUNE .• CONTRACTOR SHALLiEXERdi$E EXTREME C~UT!ON WHEN WORKING IN THIS Al'lEA. -1_ ---_ ,_ ' -! <. I -' . . ""----· j i I ' I ' I \ \ ' \\ ,_ I 'j I l .... , ' \ l ! I I 2BM~ ·l j i I ' i \* ·, ' j \ -- l \ • ----1.......,,; - z I I I I 1'' 1' - C-1 1' i~.'I ---- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING E.EECIS_li . LOCATIO:t-f OF PLANTlNG AREAS . · • . TESffiMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING --c~/~7'1 s DESIGNED BY: DRAWN BY: PROJECT MGR.· DATt:. SCALE: 1· -+o' JOB NO.: 9003 Buslnesspark Ave .. Suite C San Diego, CA 92131 Telephone: 1619)693-8824 FAX:1619)693-1182 7220 Avenida Encinas SL.Hte 204 Carlsbad, California 92009 619-931-7700 Fox:619-931-8680 Civil En91n,eer1ng ENGINEER OF WORK: Plor,ning Processing Suryeying DATE: RCE: MATCH. LINE SEE SHEET ' I \ i ' ' \ --i--- MATCH llNE SHEET '• ' "AS-BUILT, " : . . : . ' . P,E, EXP DATE REVIEWED SY: ' INSPECTOR DATE I i f ' NO. L-4 --l. ----4------ / / / NO. L-5 / i _-BENCHMARK: ' \ \ ; J ' ' - i I / / I ! ' ~ESCR/PTION: STANDARD DISC SET ~LUSH IN EAST CORNER ON NORTH A8UTMEN] OF EAST BRIDGE ,:LOCAT1l N APPROX, 300 FEET $0UTH OF _SOUTI{ ENTRY TO CARLSBAD STATE! PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO, A7B-82. RECORD FROM: NORTH COUN1Y VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L / i I ,,/ ' I j ) ' --l. ' ( --· / ' l .,...------- NOTE: 1,, DATE INITIAL ENGINEER OF WORK j 20' , 40' eo· SCALE: t• • +O' SEE SHEET # 14 FOR IRR. LEGEND. KEY'MAP \ \ i ~ : ==c~rN ,:-, =• DRAIN ll CONTRACTOR SHALi.. l:XERCI E EXTREME I -.:.-;;,;,. CAUTION WHEN WORKING 1N __ IS AREA 00 I --\,\\,,.,,,, ;-~OTUSEHEAVYMACHINERY OR COMPACTION \I \ ;-.._ '•··-. ' ' : ' --- ( ' } I / ! I / OT 6 -- Private lots shall be protecte~ from contact from reclalm~d water, whether by wind-blown spray or by direct application through irrigation or other ljSe. -Lack of protection, whe)her by design, construction practice or system operation, i_s strickly prohibited. - ] ml -z I :3\1 'ZII ct I ~, ;:::: I I -c \\ -I 1--.. \\ I I \\ I I \\ Ii I I ,1 \\ I I ti -z:: I ---·--~ <\ -I I -... • 0 z t::i LI.I :::c V) LI.I LI.I V) LI.I z :::J :::c u < ~ --- IRRIGATION PLAN SHEET CITY OF CARLSBAD SI IEETS L-6 28 PLANNING DEPARTME~ T MASS GRADING PLANS FOR: POINSETTIA SHORES /'? C.T. 94-01 APPR0VE°(0ft,J! 11-t</-';,/ -' ASSISTANT PLANNING DIRECTOR DATE N co ,- 0 :t a: OWN BY: I PROJECT NO. I DRAWING NO. INITIAL DATE INITIAL DATE CHKO BY-REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVW0 BY-CT 94-01 337-9M CMWD 94-503 Oo1~: 05/25/94 Time: 11 :40 PC 12 FILE=C:\JOBS\921016\9216MG4.0WG I APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE. LOCATION OF P½ANTING AREAS .. "' ' C~/~✓-T s 7220 A.veriid,;i En,;ir,,o, Civil Engi,-recring Suite 204 Plonning COr'l~DOd, California 9.2009 Pro(;:~-e-ein9 619-9,jl-7700 Si...rveyin,;i F,:i:,,;:619-931-8680 DESIGNED BY: DATE: DRAWN BY: SCALE: 1· PROJECT MGR.· JOB NO.: DATE: . RCE: ( "AS-BUILT ti -!It -r~~~:~\,'i' ..• -4 <i'fcm;. P.E. Exp-t-4,.,?:c9.5{,.. DATE ~---:~:: ' .:, i'~, REVIEWED BY: L.~ (,i:J-1s--1.r- INSPECTOR DATE JIENCHMARK: .,..,..-...+' ..... / DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARO .DISC" SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENlRY TO CARLSBAD STATE PARK 40 FEET EAST Of CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A78-B2. NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L '",;j<-~ ' 20' SCALE: 1• = 40' IRRIGATION PLAN ~ CITY ~ OF CARLSBAD 7 PLANNING DEPARTMENT 8 MASS GRADING Pl.ANS FOR: POINSETTIA SHORES -C.T. 9-H>1 U2 APPR<;~ /f-~-'lt: ASSIS9'11Nf PLANNING DIRECTOR DATE /1\ DATE INITIAL DWN BY: PROJECT NO DRAWING NO DATE INlllAL DATE INlllAL ENGINEER or WORK REVISION DESCRIPTION CHKD BY: CT 94-01 337-9M OTHER A~~ROVAL CITf APPROVAL RVWD BY: CMWD 94-503 Dok 05/25/94 T;m•, 1_D,0I PC 12 FllE•C\J0BS\9210l6\9216MG11.llWG , ....... , .... ··"·-···"·····--·--··--•·""' ........ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS ... ;? ,,,,, ...... ' '" ,..~~,~·-w••···· ···········~•·'') \ ir ..... ., ... ....-··•·'··""'"•'··"·""'""'·,, .. ,,,,,,,,, -• """ m "•"-• •• • .~., • NO, 32014 EXP. 12/31/96 CIVI I:: " "-.. ·-...... , ""··, ·, ......... . 72:20 A11enido Encinos Suite 204 COl'l~Ml!I, Califol'nio 92009 619-931-7700 Fcix:61 9,-9.31-8680 Civil Engineering Plonnir,g Pr'Q(;:e-Bsin~ S1..1rvfyll"l,;i DATE: RCE: ::: c•,,, :--:-~ " . ::·~~:,-:·::·:--:?'>, .. .r ,.\ ''".~i~, t~ . ·~~(: REVIEWED SY: L./3/4oA· INSPECTOR ., . ' ~ ' ",~•~w '·-~ ......... -.. - ,. __ ,.:...,.;;;..;...:---■----. • ... ~=-~, ·•·····••·· ......... _.,. ... ,.,................... -...,._ .... ~ ............. : ............................ . MAWi,"i,(i; ...... • "'"--......,;. "Tee oF. st-~ · ·· 1" . -...... --.~. ' z .'f ............. ,, ....... ' ·, . " KEY MAP SEE SHEET + 14 FOR IRR. LEGEND. .. '· STATION NO.: D-1 STATIC WATER PRESSURE:::-----;,:.lPl!"S'-----, PRESSURE REGULATED TO: .::-:=---N 19'47'34" E TYPE OF PIPE: ALERT LINE. C,;;L-,3""1;;::5--;:p"'y;;!:c!"a&.-,,C ... L"'2""00:--;P"'yc '· i 30.15' :-: ------'': Ii 1 PRESSURE LOSS THROUGH COMPONENTS SPRINKLER NOZZLE CONTROL VALVE BACKFLOW PREVENTER WATER METER 30,Q PSI . 1,5 P'SI 11.0 PSI 0-7 PSI 2.0 PSI 2,Q PSI . --,..- t·< .... 9.f .. PRESSURE REGULATOR PIPE FITTINGS ELEVATION DIFFERENCE 'BALL VALVES 'MISC. ...,.15'._ (.433): +/-6.5 PSI 2.0 PSI 2.0 PSI TOTAL PRESSURE LOSS THlilOUGH COMPONENTS 577 PRESSURE LOSS THROUGH MAINUNE PIPE TYPE .. OF PIPE: CLASS 315 ALERT LINE PVC ··--OF ll/2 "@;u.o_ GPM Q.az/ 100' = ~ TOTAL LOSS THROUGH MAINLINE PIPE PRESSURE LOSS THROUGH LATERAL PIPE .. TYPE OF PIPE: CLASS 200 ALERT LINE eve ''~Of -~"@ 11U.GPM!.3n/100'=~ 6l!.'. OF , 1" @ ..liJ!.. GPM 2.!13 / 100'::: 1A6_ 4,29 PSI PSI ' .2Q'. OF lr' @ ..a1JL GPM fLlil! / 100'= OJ.2. TOTAL LOSS THROUGH LATERAL PIPE ..J!.03 PSI TOTAL LOSS THROUGH SYSTEM Zo.!12_ PSI AVAILABLE PRESSURE li..9ll. PSI t,• POINT OF CONNECTION • VERIFY EXACT LOCATION WITH .......,_,4• OWNER_ WATER METER BY OTHERS. STATIC WATER ; PRESSURE 10,F P.S.I. 11/z_~ REDUCED PRESSURE BACKFLOW PREVENTER W/ PRESSURE REGULATOR ANO '~NYFi" STRAINER SET@> 8,: AVAILABLE STA'flC PRESSURE ID'l'. IRRIG. SYSTEM DESIGNED '5l!F GPM @ '!>IJ P .S.L , '&STATION CONTROLLER 11D' WALL MOUNTED -VERIFY -----!EXACT LOCATIONS WITH OWNER. OPEN STATIONS P-Z-7 'fo t>-¾ LOCATE IN VALVE BOX p~l NOTE: Private l;ots shall be protected from contact from reclaimed water, whether by wind-blown spray or by direct application through irrigation or other use_ Lack of protection, whether by design, construction practice or system operation, is strickly prohibited. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECT'ORI!: LAND PLANNING 9903 Buslnesspouk Ave., Suite C San Diego. Cl\. 92131 Telephone: (619) 693,8824 FAX:(619)693-1182 40' 20' 80' SCALE: 1" ~ 40' IRRIGATION PLAN N a:, ... ~ £C ·.·. •'· \,._ , .. ; ,,,; . ~ CITY OF CARISBAD ~ :\ .'\\'', ·· .... ,.': .. · .... ..... . ··.; ... . ' .\>:-. r<'' ,: . 8 PLANNING DEPARTMENT 8 \· ,:.\\:<~_', .. '-. ~. . ...... , MASS GRADING PLANS FOR: '· ...... "'' ·. ···. '. ' " '\ '-_', .' ' ' POINSETTIA ·SHORES ·.' ;~ . , ... '•""' ........ ' ·.,::' ' . . ..... \ .. ,, ... . // ., '· .. '· ·, .... C.T. 94-01 I AP~ftj_ rt-rf-9y ASSI:; I ANT PLANNING DIRECTOR DATE RECORD FROM: ELEVATION: /,\ I OWN BY PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: E'NGINE'E'Fi' or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 94-01 337-9M CMWD 94-503 Doto: 05/25/94 lime. 09,51 PC #2 FllE•C\J0BS\921016\9216NG12.0WG I I ! I I J I I I l I TESHIMA DESIGN GROUP LANDSCAPE ARCinTECTURE U.."m PLANNING 9903 Buslnesspa,:k Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX:(619)693-1182 II) I ..J • 0 z ,_ Lu Lu :c Cl') Lu g _, SEE eelNSETTIA S . DISTRICT IMPROVEM · OR SLOPE PLANTING DWG. NQ. 337-9L ) I ! / ! \ \ ' \ \ ! I I / i ! ' J ~ I I I I f I MATCH LINE c~/~:J, SEE s 7220 Av4;!'nidQ l;;n~lnoi.: Civil E:n.gineerlng S1,1ite 204 PlonninQ Ccrl:s.bod, Californio 92009 Prace:ssirn;i 619-931-7700 s,.,rveylng F'oxc619-9~1-S6SO [ \ \ I \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ i ~ \ ) R'ES ASSESSMENT TDAAWINGS I D IRR1GATION, SHEET DESIGNED BY: DRAWN BY: PROJECT MGRc \ .,,.,,..,,. ,;--,-..._____ .. \ ' \ J I I \ ! ..._____ '~ . ' ' \ \ \ ' j ! \ I ; --- · I LOT 2 ~ ·•._. LL NO. L-10 \ DATE: "AS-BUILT SCALE: 1· • 40~ 1Jbff &NIA, Oe!:J«o,4 '1'«V' JOB NO.: P.E. EXP. "'2-!oo-tt,. REVIEWED BY: DATE; L..~ RCE: INSPECTOR . I I / ' \ \ \ \ \ \ \ I \ \ I ! I i ,. I ,,. i / : ; i) , .. , .· \' i \ ··.,.' -i "\, . \ '•. \' ', .\ \ t ! \ ' \ \ I " .. . ,,___,•cs,,'-, i>-b~--.:- \ i . I , ,\<3!~\'Jili:<J'i:/ --\ j:,: ¼~if, ;'l;;;;:t'.---'4 ,:.Jl[g!; -)i,1~ ,. I ,< , .,...:.:!'-~:" "!_ ·""· -,,=· ,. ,'tCft.:_~:J-:_ ·,: ;_ ~•?;. ""'' ,, , .. :,;,--, • , , -... ...: :.' /I ~-, ' " . 'At/v-·~ 1,.;:;_..~~ ~~~ ·-r"--~ _,,,,,} ..:;__J, I i , , ._ ,"1.~-•-;i~ \· ...,-b.-. ~j; .... '-~:ri? f-·-""""r I \ , , , ··•~?""~ , • IJ I "''": , · ~.-... -'; ,....,, _ ... , 1-_, ,, b-,=-::.-::=~ ,'i!:'-:-,~;~~/-<:_~rf."Zr_Ji;, L.~r·-J;; ..., • .. I ~~_;,.,__ ;, ,; ' • • , -,..;;.~~•r.'-< ~\;,if.-';¾f/:,,!j.7 I ) ..... , e ,-...:::::::.. ,,.._, -~"'::,,:-,' ,:-=.:. .• :..'(•' -1,'::._!'~~_-:-_·-< .. ~'.~:1; .. ~',~-I ,-. "'-• · •• •m• .. -· ~c..:;:....:,~ =--:;;!!~ , .(!,,' _,,. . _IJ, .,.~--.!! . .-_ _ '-_ -_ ~--.--.. ,. '" ........ .,.,,, . .., ------:::-... . --~~. -' '" "" _,,,.,.• \ \ SEE SHEET #14 FOR IRR. LEGEND. J ·:.\ N a) .... 0 3t cc \ \ . \.' '1_.\)-\ ·,: __ -.\ _: ,. •, i • $.&.d.6'Ft?-i · Uo c:1.11-.J ' \ . .\ _., ·-\ \.-. t. ~l 5 " ·. '· ··_;,_:,, I i .\ ' . \ \ I \ \ ..._____\ \ ..._____ I I ( ! i . ~ . 111 m,r ~f-'~Tf ' ':.~,,.\ ·, : ; \. \. I '· ·,/ \·. \ '"' \': J, l · ', ·( 1l 1 , -· · / ' : '.' ,• ' ' / ! : NOTEt·Mq:>NTRACTOR SHALi,. INSTALL IRR. , _ \ PA~INLINE 3' OUTSIDE OF ,tow. l ' i ~1~/.j,Ji:; P..T 'll,l>t;,B"" oP 'd,d/G --';Jl . (/,;,---', , . ..-•' :l-' ' j ~--\ i i I I 2 l \• / ,t---,-,-,\-i Ji:' .;:-:;:....:§ '::-' fi..STATIONCON\TROLLER ''e" -- WALL MOUNTED i.,VERIFY -_ 1 EXACT LOCATIONS, WITHOWNiER. OPEN STATIONS .:,__ . r--fJ:.-1-,...,J. \ \ LOCATE IN VALVE B~X - · II \ 1 ½, REDUCED PRESSURE 8ACKFi.OW PREVENTER WI PRESSURE REGULATOR AND "WYE" STRAINER SET@ 7A£ f!?) AVAILABLE STATIC PRE$SURE 1Qb ~I IRRIG. SYSTEM DESIGNED, :Z:Z-GPM @ W P.S.I. • \ \ \ . ~ I I I " . / I 7-s-,s DATE ,-10-'} fo • i : ~ ....... ••'" .· ,!· . .. DATE z 0 • \ \ STATION NO.: . '1 _. ,e~, -. ..... _'.:c.---~ \ STATIC,WATER PRESSURE• ·-·-· -· --'":Jti[ ___ _ \PRESSURE REGULATED T0:-..-::-:-=7ft. ,;r'f PE_ oF PtPE: ALERT 1.1Ne. !CL 31 s evg c-=c"""L""2~oo~e~v-q \ :;,-;::·. i '< i \ I PRESSURE Loss THROUGH COMPONEN"rS -~-: ,. : '. i ' j SPRINKLER \ NOZZLE . 30.p Flp.s 9 1 1 CONTROL VALVE / , _ 1.5 SACKFLOW !PREVENTER , ._" · .\ 11.0 /PSI WATER :METER / J i , . 0,7 , PSI PRESSY!!E REGULATOR . , 2,0 PSI PIPE Fh dNGS .' · \ ', ·. ...2-2.... ..,PSI E4;Yf(TION DIFFERENCS_ , -§' (;433). +/•3.,0 PSI BAL:~·-VALVES ! , / ' . ·· 2.Q \ PS, J.!ISC; ! . ' 2.Q · PS I "" : TOTAL PFISSSUFIE LOSS . ., .. ·-. ' ' THROU11;H COMPONENTS ! , 5!:,2 ~SI ,!~.,:. ~:-f I PRE!#SORE L®$ THROUGHi MAINLINIFPIPE TYPE OF PIPE: ' CLASS 315 ALERT Llf!IE PVC ' f \ ' ' .U-Q'. ·oF;J..112 "@ ~ GPM ~ 1100' ., Q$J. I '. - TOTit. /LOSS THROUGH MAINtl.lNE PIPE . !!&1. PSI /4 I ' I . PRESSURE LOSS IH!Kll.!GH ILATER.M.~ I TY~j~ 1F PIPE:CLASS20[ A~ERT LINE/~ / \ \ / ill.:OF _ aL:1'_!@ JM GPMd,3J!.1100'=il& 1 §2.'. OF! ; lf@.16J!.. GPMia,J.l/ 100'i2,il ; ·, . / -1@'. 0~ l.i11!" @/ ..17.2.. GPM L.1/~:i 100' .. 0.1.4 _ /' : ' '· ' ; ! ; , i / To:J"AL LOSS THROUGH LATERAL PIPE\_ .....9.08 P~ TOT.61.l LOSS TH. ROUGH SYStEM I ~PSI Pf"'AILABLE PRESSURE I ! 11.JJ.PSl ---✓: I :· \ "'•-d ' J J j ( . ! f ' : \ .-t . .. , , , . \ . ·. l \ . '. j _.',!. l_ . : \ . ·., . / , -. ·····. \ -<;,,JAP ROVED\FOR PL.ANTINQ.; . -~ '·1 1 . : . ·. I ·, . ' .' . ; · 1 D IRRIGATION' ONLY.\ '-i._--±1_!' I INCLUDING PRECIS~ ; ff LOCATION/op PLANTING! ' AREAS. . ' /,\ INITIAL DATE \ \ INITIAL DATE ENGINEER OF' WORK REVISION DESCRIPTION OTHER APPROVAL \ '•• NOTE: DATE i i • ' \ i \ \ ; PriJ,ate l01s·sna.H be protected from contact from reclaimed 1 water, whether by wind-blown spray or by direct applicatiOfl \ throvgh irrigation or other use. Lack of protection, whether \by.design, construction practice or system operation, is \stricK)y pi'ohibited. \ \ . : ' l \ ' ' \ O' -----20' 80' SCALE: 1' = 40'_ IRRIGATION PLAN ~ CITY OF CARLSBAD ~ 9 PLANNING DEPARTMENT 8 MASS GRADING-PLANS FOR: . POINSETTIA SHORES -C.T. 94-01 APPROVE°--£?/,,/_ II~ I Y-'t_'L_ ASSfSTANT'fS"LJl:NNINCa DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO INITIAL CHKD BY: CITY APPROVAL RVWD BY: CT 94w01-337-9M CMWD 94-503 Oote: 05/25/94-TimE-: 10:23 PC #2 FILE=C:\JOBS\ 921 Ol 6\9216MG9.DWG ' I I I /I ~ ' l . ,) ! ---., .. ,. - i I . ,, ,,. , .. 11····' \ \ I I I ·, '?-:)!' ·. '. L->.·\., -:--·. I , ~'<--/ .,.+"'"', •••••-••mm, ....... ,_ ___ ,~ ,/· }\\',, .. ~ ' 1.. \' \\o~ ~ ~ ,, \ '\ ' \C,ONSULT NT · .. ' : ·" . s 7220 Avenida Encinas Civil Engineering Si.lite 204 P!onning Cor1$t;i.Od. Califorrtio 92009 i=lro;;,.:ssin<il 619-951-7700 5urv@ying F"ax:619-9.31-8680 ,·_ · .. . . . / \ \ \ ,, ,,. ) I \ MATC~ LINE SEE SHEET NO. L-9 -....... ..;,..._ ., . . · ,1LSTATION CONTROLLER-¥-- . WALL MOUNTED· VERIFY EXACT LOCATIONS WITH OW OPEN STATIONS --z. LOCATE IN VALVE BOX . - II . 11/z-REDUCED PRESSURE BACKFL PREVENTER WI PRESSURE REGULATO AND "wYE" STRAINER SET@ _Jig_f'51 AVAILABLE STATIC P~SSURE 17?"~1 IRRIG. SYSTEM DESIGNED 11j: !:!> GPM @ 'pO P.S.I. -··' ·\ ., . ·;, .. , .... . '""""" .. . DESIGNED BY:·. ' ·~-" .\)'. DATE: i . '\ i * . l . 7 \- \ \ ~,; . ft· of·· . \\ . ~h~ \ • i '•.,· "AS-BUILT .. 1~ ~· D~WN BY: . \\ SCALE: ~!liAA~f,,!J 7-~-f.5' ' bl.our:> PROJECT MGR.· ••' JPB NO,: .. .. P.E. EXP . ln•;o-% DATE . '• . REVIEWED BY: DATE: k-t21tUL f·ID•")l. RCE: INSPECTOR DATE -........... ............ BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD . ON PONTO STREET BRIDGE NO. A 7882 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 ~.S.L. I I DATE INITIAL ~NGINE~R OF WORK I I I ; i ! I \ ' ............ ........... '~PSI ! .6Z..1.a. PSI .12.Jll PSI .' ! ! . i TESHI?4A DESIG1' GROUP LANDS¢APE ARCHI'l1ECTURE LAND PLANNING 9903 Bdsh,esspaik A...i., Suite e Su Diego. CA 92131 Telephone: (619) 693-6524 FAX: (619) 693-ll~ DATE INITIAL REVISION DESCRIPTICN OTHER APPROVAL KEY MAP SEE SHEET + 1.4 FOR IRR. LEGEND. Mo · ~-I.. -.......::..... ... > ............ ........... ' . /······:::·,·.·~·-~"-, ( ! .:C\' i 1->> t .. \\ l, ; \ (-...· l V I \ . \ \ \ . : ; \ l \ \ ........... \ \ \ \ \ I l \ \ \ I \ I \ \ ' • ' ' ' ' \ P~i~ate io'ts shaH birpt~cted ;rdn contact lr<im ~a\m~ water, wheiiier'by. wind•!)lown sp~y or by dir~\7' appli?,ti?n \ through irrigatioit pt, other us~-laGk of protection: wh~ther · by design. construction practi.ce _or'system operation, 1s strickly prohibited. 1 ,-·_, r ) · \ \ I \ \ < • l : • f ••• ! \ / I 1 f/ \ I I I I "c . I / I I /l I I I / I ; \ \ \ \ . \ \ \ \ N co .... 0 ;: a: ~~~/ ) DATE INITIAL CITY APPROVAL / I / I ----20' i 80,. SCALf: 1• = 40' IRRIGATION PLAN S'-IEET L-10 CITY OF CARIBBAD PLANNING DEPARTMENT . MASS GRADING PLANS FOR: POINSETTIA SHORES C.T. 9-4'-@1 OWN BY: __ _ PROJECT NO. DRAWING NO CHKD BY: __ _ RVWD BY: CT94-01 337-9M CMWD 94-503 Date: 05/15/94 Time: 1Dt14 PC #2 FILE-C,\JOBS\921D16\92161,G10.DWG f I I I I t ' 1 ... 'l,, "' ~ ~ •' ,('I "' I I , I : I , ! I ' ·;: : lr! I I: SJ'& ----,,- fl ♦ I " C i=: ',,'I I ' ' I I ;:I /'.', :!l, :,_: ', "' "' ,, ,( ', .-·J I I I rJ i C~~T ! s ! J -', 72.20 Avl"~ Enci()G5-•··· Civlr £n9ineerin9 Suite 204 Plon'hi'ng C0rlsbad, Califor11i<J 92009 Proces:iing 619-9.31-7700 S1,1rveyin9 Fox:S 19-931 -8580 DESIGNED BY: ' DRAWN BY: PROJECT, MGR.· \ \ \ \\ \, 50 :1-\ ,_ ! ' ! \DATE: SCALE:1 i i , ~OB NO.: \ \ \, \ ' I 1· -w: \ \ ' I ! S..,?-? DATE: RCE: LOT 4 \ \ ' \ i \ I I \ ' I I I i I I I I I I I ·~ I '1"~~---- \ ' "AS,-BUILT 1 ;, ' ' ! P.C EXPi 'DATE ' ' : \ ' REVIEWED BY: INSPECTOR DATE )• ,, i i ' \' 'BENCHMARK: DESCRIPTION: LOCATION! RECORD FROM: ELEVATION: • ✓ '' STA~D DISC sef~1;tusH IN EAST CORN'ER ON NORTH ABUTMENT OF EAST BRIDGE . APPROX. 300 FEET SOUTH OF SOlJTH ENTRY TD CARLSBA!l STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD B~Vll. ON PONTO STREET BRIDGE NO. A7882 NORTH COUNlY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L. t I 119 1 ' / PRESSURE REGULATED TO:' 75 r ~ 5-' TYPE OF PIPE: ALERT LINE. CL 315 !"VC & CL 2110 eve &I {'v//', I 1 DATE / ' PRESSURE toss THROUGH COMPONENTS I / SPRINKLER NOZZLE . . 30.0 \ PSI CONTROL VALVE 2.2 \ PSI BACKFLOW PREVENTER 11,0 \ PSII WATER METER 0.5 'PSI PRESSURE REGULATOR 2 Q 'PSI <_,,_,,) PIPE FITTI.NGS . ., . 2,0 \PSl , ELEVATION-DIFFERENCE 8' (.433),,,~PSI INITIAL BALL VALVES ....2a0..._PSI MISC. 2,0 PSI TOTAL PRESSURE LOSS THROUGH COMPONENTS 55.2 ,, PRES$UBE LOSS THROUGH MAIINLINE PIPE ·TYPE OF .PIPE: CLASS 315 ALERT LINE PVC 122Q'. OF .........2 "@ 18.0.. GPM .1!.21l / 100' = Mil I \ I TOtAL LOSS TI-IROUGH MAINLINE.PIPE 3A8 IPSI PRESSURE LOSS THROUGH LATERAL PIPE~ TYPE OF PIPE: CLASS 200 ALERT UNE eve DATE INITIAL DATE E:NGINE:E:R OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SHEET L-11 o· 20' 40' 80' ----- SCALE: 1 • = 40' IRR1GATION PLAN CITY OF CARLSBAD PLANNING DEPARTMENT ~ ~ , MASS GRADING PLANS FOR: POINSETTIA SHORES C.T. 94-01 DWN BY: PROJECT NO. DRAWING NO, CHKD BY: __ _ RVWD BY: CT 94-01 337-9M CMWD 94-503 Dot., OS/25/94 Imec 11:09 PC #2 Fll,•C:\J08S\921016\9216MC6.0WC .,.. ;; ~ ............. r " ______ --------------_ < _ c, ~i~t .. v,;, ·, ·'.\~:· .. -~ .\' l \ \ \: ... -~ \ ; \ \ ... -~~~----'" ~, \ \ t \. \\ \ \ i )\ \\ \ \ \ \ '· . • , ' : \ t ' ' ' , \ • l • \ _· /, "' . \ '.~ -\ \ \ \ \ ~ ""', II ' "<; \ \ ' \ • ' '•a f ....I, "\ ~ \ \ \•, ' . , -~. )-. ~ --~\ ' ' ;_ \ . ' '-,.~_.:•,.,-\ \ \ \ \ .. ·---. , .........•. ~ '· , . \ ' \ \ t ' ' ' \ ''· I I , I I I · 1 \ \ \ \-. f TESIDMA DESIGN GROUP LANDSCAPE ARCHIT~TVRE LANpPLANNING 9903 Buslne56park Ave •• Suite C San Diego, CA 92131 Telephone: (619)693-8824 F.U: (619) 693-1182 t .......... ~ .......... .......... C~~/sT DESIGNED BY: DATE:: DRAWN BY: SCALE: ,· PROJECT MGR.· JOB NO.: s 7220 Av;:,nido Encinos Civil Engineering Suite 204 P1onning Ci::rfl:c;bod, Colifomio Q2009 Proc:essin9 619-931-7700 51,1,..,..eyil"I~ Fox:S19-!il31-S6S0 DATE: RCE: ...._ ...._ "AS-BUILT " • 40' P.E. EXP. REVIEWED BY: INSPECTOR DATE DATE -------......-1._ i -----/ -......... . I APPRO~fiD FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX, 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A78B2 RECORD FROM: NORTH COUNlY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. QC 0147 ELEVATION: 50.558 IA.S.L. ' MA~ ·ml~]~ 7 ,, \ -•--..• . /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \ \ DATE \ . ! i I i i INITIAL or~e::R APPROVAL );..,·!i':<"•.: ' ··' .• ·11vijlii :_ · __ \1(li%Xj~'. f1·J_tJ$ : \?\""....i-:illf~~ . ••• •• >-'·'·c•t•••••~•, ' "' ""•••• l.-· _:~-~~=/ ( .. 7.!, .. ;.:_,.;,;,,,};·;•'' .. &rj('J"!f(J;; t\r., .. ,-. •-. L"·'E:J' <\S 1,;""".,e..;i,.,,i, -, . .-_.~;,,t-:,:, '-' -i•-h~r}(\\;ef·~•· ~ .-·' • ,,,, '.•i~~~•-l':.!}JEJ:1,c•.li\.,f.":·,,,,' _,P"" ,._;_ ·'.:---=--... t~-1".:",.,------\:-'"--''"-'_---:_-· ,ti·,-' ··: •.. .-.-, ___ """ ,----- \ . _,_:~ . : ' ·;. ' ,.,,., ., \ '' :.·:_.":,~-·-~·, . ',' ""'" ' ~~~9""~', .. \;; ., L;-.,__J,:.._ /I I• , ,, . · .. _ \''· ·._ -~ . -...... , .... ·~-,, · /,I i \ _,,, '· .,, ':: \ '.#l ! ·''""'" u'j;lf;\t~~ '¥ f;z-'""''· ,_, I ·, .. >•:·---· ,: __ ·--~f: .\ )("t;, • ,, •~-q:c~~~ ' f l . : .. ' . ,, ,. , .. , .-'~-~~-~·'--'·'---· ---'-"=-=-c...···.,c......_==-----~ ii.-~-~M- 'I I \ \ \ I i ' i i . I I ~EE ! . r I j ( ( / I i f ; ! j I I l I i ,I ; i !" i ;' ! Ji -' ' ! ,1 i j ;,: ·, !Jf !;\~ NOT~ i f Priv~te/lots ~ff be protected from eonta_ct"1rom reclaimed i _1 \ waier, .w __ hft•tl_ie_r:J;)'. wind-___ b_ lo-w--"_ spray-;o_ .. -!f: ~y direct application / ' / thr,bugh ir@ation llr.°"ther use. Lack of pr.ptection, whether / _1 by dei;ign, co~' structio'n p'r,a.C!i!18 __ · or sy~m __ operation, is ! 1 I / sfrickly prohi ited. v ,:., , ·"',••? • i ' . , ' ., / ' ::-.:., i II_! I 1' I ..• ,! I .• ,-· \l I • I ~ /. \,) I I / j /1 'I ,/ ~-' -~--! ! I ; •' ' ' I ,-I I f \ . ; \ ~ ,. ,.,., -· ----80' SCA(E: )" = 40' ;' N C0 T"' 0 31: a: IRRIGATION PLAN SHEET CITY OF CARIBBAD ~ L-12 PLANNING·• DEPARTMENT 8 · MASS GRADING PLANS FOR: POINSETTIA SHORES ./'? C.T. 94-01 APPROYiff?~ It.JI //./1'-t!{__ ASSISTANT PLANNING DIRECTOR DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: . CITY AF'F'ROVAL RVWD BY: CT 94-01 337-9M Dote 05/25/94 Time: 10:59 PC f2 FILE•C:\J0BS\921016\92161K;7.DWG NOTES: ,.0------©----i 3 . " . L@-. 0 • -REDUCEO PRESSURE TYPE IIACKl'LOW DaVICI; ASSEl&llL'f (SEI: liPECli. ANCI Wli;.',ICI) ®· ©· ©· @· ©· 0· PRESSURE.REGULATOR ' (SU APE~. i£1' AT601'SQ 'f·IITRAINER (liU SPECa-ANCI UQEHO) . BRAill W. (TYP.) 11AAi$ UWIOM IIJU.$$ &HORT NJPPL£ (TYP.) BRASS RISER (LEH:1nc .U REQUIR£D) (y • PVC PRESSURE PIPE I~ ii,Pi;.CS.) @· ®· @· €>· €> • IIRASS ao· i;.LL IWGHT P5R I.OCAI.· COCIE CONCR.E'TE FOOTING [4• "'1Hl 2000 PSI COMPACT SIJSQR.ulE • f1Nl$H GRADc ( @· ,. lillN. .. .,€) • SEE SPECS. fOR DEPlliS 1. EXCEPT AS SHOWN, 'Tl1ERE SHALL BE NC FITTINGS OR (;()f,jHECTIONS TO OTI-IER FACIUTIES BElWEEN TI-IE METER ANO lliE -BACKl'LOW ASSEM&.Y. NOTE: 1. INSTALL IN EACH ENCLOSURE, ONE 15 WATT INCANDESCENT LAMP IN A TWO PRONG PLUG-IN LIGHT SOCKET. PLUG INTO RECEPTACLE. 2, A 15 AMP (MIN.) CIRCUIT IS REQUIRED AT EACH DOUBLE RECEPTACLE (120V) · ll'f'------· .. ~------JC 4" CONCRETE PAD (CLASS 517•C-2500) SLOPE TO DRAIN AWAY FROM CONTROLLER 1''• 11·· --~====:::;::lri-?.m;;;~~~~~~~M-?°! j.-1 4• 1 SIDE VIEW 1 3" PVC SCH. CONDUIT • FINISH GRADE . z· -rt-t1---CONTROLLER ANCHOR BOLTS 1/2" DIA., 4" LONG CADMIUM Pl.ACED, HOOK LENGTH 1" (4 PLACES}, 11/2" X11/2" X 1/4" GALV. STEEL ANGLE STIFFENERS. SECURE CONTROLLERS AND BACKBOARD W/ CADIUM PLATED 3/16" STOVE BOLTS 6 PLACES MIN. SET STIFFENERS 6" APART. - CONTROLLER POWER ON-OFF SWITCH FOR CONTROLLER CONDLIIT (lYPE T) DOUBLE RECEPTACLE (GROUND FAULT TYPE) 3/4" RIG!O STEEL CONDUIT 314" EXTERIOR GRADE AB PLYWOOD BACKBO/IR:D. PRIME AND PAINT WITH 2 COATS EXTERIOR COLORED ENAMEL. PAINT BOTH SIDES AND ALL EDGES. 2: THE BACKFLDW ASSa.tBLY MUST BE INST~.l:O A·I.IINIMUM OF SIX INCl,IES (6j NolO NOT TO EXCEED A I.IAXIMUM Of; TwO FEET (2') FROI.I THE UETEA EXCEPT WHERC, TtilS WO<..ILD REQUIRE·THE BACKF~OWASS~l.ll;ll,. Y TO BE INST>.I.Lal Iii ti.a l'UBUC RIGHT-OF,WAY:'IN WHICH CASE, TI-f: 3ACKJ'LOW ASSfU'IL Y l,UJSTclE 'NST AU.ED~ ~,_.UM Of lWO FtET (2') INSIOE THE PROPERTY UNe.. lliE BACKfl.OW ASSEMBI.V !JAY NQT LINOER AtN CIRCUMSTANCE. BE INSTAUEO IN THE PU8UC RIGHT-Of.WAY. Ii i----90 DEGREE SWEEP ELL 90 DEGREE SWEEP ELL ·-----PULL BOX-STD. DWR SDE-t0 3. TYPE IC HARO OR TYPE L HARD COPPER OR MASS WITH 60LOER JOINTS OR THREADED FITTINGS MUST BE USED BETWEEN THE METER AND THE 8ACKFLOW ASSEl,ISL Y. ' . PRECEDING THE NI JYBEA llNE SHUT OFF VALVE. CCtlNECTION MUST BE l,l;\DE WITH>, COPPER QR 8fjASS RISei(TQ A COPPER OA BRASS 00 ELBOW. SHUT OFF VALVE MAY BE PRECEDED BY A COPPER OR BRASS NIPPLE ANO/OR A BRASS UNION. RISER MUST BE Of SUFFICIENT LENGTH THAT THE BOTTOM OFTI-IE BACKFLOW ASSEJ.IBLY IS TWELVE INCHES (12") TO llilRlY-slX INCi-ES (36") AOOVE GRADE IN AH AAEA NOT SUBJECT TO FLOODING. @ CONTROLLER IN EN;CLOSURE --------------------N.T.S. 5. FOil.OWiNG THE Nt.JM8Efl lWO SHUT OFF V>L.VE. THE CONNECTION l,IUST BE MADE WITH A COPPER OR BflASS 90 ELBOW TO A COPPER 0A BRASS RISER TO A COPPER OR BRASS 90 aeow SHUT OFF VALVE I.IAY BE FOU.CWEO BY A COPPER OR BRASS NIPPLE ANO/OR A Bf\ASS UNION. RISER MUST BE Of SUFFICIENT LENGTH lHA T THE BOTTOM OF THE BACKFLOW ...SSE481 Y IS TWELVE INCHES (121 TO THlRTY-SIX INCHES (3a1 1-00VE GRADE IN AN AREA NOT SUWECT TO A..OODIN!l. II. IF BJ.CKFI..OW >S-SEMBI v IS TO BE INST,\I.LED ON A SLOPE WITH AHORIZOOTAL TO VERTICAL RATIO OF -t:1 OR GREATER, A TWO FOOT (2') HIGH AET AINING WALL uus:r BE BUILT SURROUNDING Tl-IE >SSEMBL y ON 1}-jAEf: SIDES WITI-1 THE OPENING Q'-1 TliE DOWN SIDE OF111E SLOPE. "'HERE ~1•.JST BE AMINIML.11,,1 lWO FOOT (2') HOAI.ZONTAl CLEARANCE BETWEEN THE RFf AINING WAI..L AHO THE BACKFLOW 1\$$EMSLY. ASSEMBLY MUST BE Loe.A TED IN AN AREA NOT SUaJECT TO FLOODING. ' ''· I .' •' • ' . 7. ONl V THE REDUCED PRESSURE PRINCIF'LE IIACICFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPAOVED BY, T)--IE ST A TE Of..CAUt=ORt.llA DEPAATMENT.01'° Hf:ALTH SERVICES l.lAY BE USED ON WATER SERVICES Wll}iJN THE CARLSBAD MUNICIPAL Wi\lm CISlfllCT. • ___ ®-1--.::;B..:...A;..:;C..:...K:..:..F-=L-=O..:...W:........:....P..:...R:..::E:...:.V-=Ec.:....:N:...:.T=E.:...:R _______________ _;s=E=cT:....:.10=N~ N.T.S. © . REMOTE CONTROL VALVE {SEE SPECS.) ®. SOLENOID © _ WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) © . CONTROL WIRES; BUNDLE ANO TAPE (W/ 4 FEET MIN. EXTRA WIRE) ® . PVC SCH ao UNION @_) . VALVE BOX (SEE SPECS.) © . PVC PRESSURE PIPE (SEE SPECS.) ® . PVC SCH 80 NIPPLE (TYP.) (LENGTH AS REQUIRED) (!) -PVC SCH 40 FEMALE ADAPTER (TYP.) @ . FINISH GRADE {FLUSH IN TURF, 2'" IN GROUNOCOVER) @ -UNDISTURBED / COMPACTED SUBGRADE @ . BRICK OR CONCRETE SUPPORTS @ . 1 CU. FT. MIN. PEE GRAVEL @ -SEE SPECS FOR DEPTHS (D · REMOTE CONTROL VALVE (SEE SPECS.) ©·SOLENOID @) • WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) © • CONTROL WIRES; BUNDLE ,ANO TAPE (W/ 4 FEET MIN. EXTRA WIRE) @) • PVC SCH 80 UNION @ · VALVE BOX (SEE SPECS.) © · PVC NON-PRESSURE PIPE (SEE SPECS.) ® . PVC PRESSURE PIPE (SEE SPECS.) ® . PVC SCH 80 NIPPLE (TYP.) (LENGTH AS REQUIRED) @ .PVC SCH 40 FEMALE ADAPTER (TYP.) 0 · FINISH GRADE (FLUSH IN TURF, 1" IN GROUNDCOVER) @ . PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE @ . UNDISTURBED / COMPACTED SUBGRAOE 0 · BRICK OR CONCRETE SUPPORTS @ . 1 CU. FT. MIN. PEA GRAVEL ® . see SPECS FOR DEPTHS ~llll~iiiiil 3 )-----. II ©· BALL VALVE ®-PVC SCH. llO UNION ©· PVC SCH 40 45° ELL (SxS} (TYPICAL) @)· VALVE BOX (SEE SPECS.) {[)-SHORT PVC SCH. 80 NIPPLE (Ll:NGTH AS REQ'D) (TYP,) ©.PVC PRESSURE PIPE (TYP.)(SEE SPECS.) (v-PVC SCH 40 FEMALE ADAPTER {TYP.) ©-FlNSH GRADE IN TURF, 1" IN G.C. @·1 CU. FT. (MIN.) PEA GRAVEL SUMP @ •COMPACTED SUBGRADE fi} • BRICK OR CONCRIITI: SUPPORTS ON COMPACTED SUBGRAOE @ -SEE SPECS. FOR DEPTH ® 2 n . "1· <I ; = 111111 = - 1 • COMPACT SUBGRAOE 2 • QUICK COUPLER KEY W/SWIVEL 3 -QUICK COUPLING VALVE (SEE SPECS) 4 • FLUSH IN LAWN, 3" IN G.C. 5 • 6" TO 12" MAX. FFIOM EDGE OF CURBS, WALKS, ETC. 6 • SCH 80 PVC THREADED ELL 7 • 12" SQ. x 12" DEEP CONCRETE FOOTING ON UNDISTURBED SUBGRADE 8 • 12" LONG RED BRASS NIPPLE 9 • PVC PRESSURE PIPE 10 • FINISH GRADE ®_B_A_L_L_V_A..:..::L::....:V...:::E:....._ ________ _:;:.;sE::.::C::.,:.T.:..=10:.:..:N_ N.T.S. ®. _O_U_I_C_K_C_O_U_P_L_E_R __________ __::S:=E:=-CT:....:1:=.cON:.!...· _ N.T.S. APPROVED FOR PLANT ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TESHIMA DESIGN GROt;""P · LANDSCAPE ARCIDTECTURI!: LAND PLANNING · 9903 Bu,wie,,sparl< Ave .• Suite C Sannlego, CA 92131 Telephone: (619) 693 9824 FAX:(619)693-1182 IRRIGATION DETAILS ©: _;M::.:.A:....:..=S..:..T-=Ec.:....:R:........:...V:....:A-=L..:..V-=E:.___ __________ ___:::s..:::cEC..:...T.:....clO..:...N_ N.T.S. @ REMOTE CONTROL VALVE SECTION N.T.S. BENCHMARK: ~ I CITY OF CARLSBAD 11 SliEETS I PLANNING DEPARTMENT · 2 8 ESSt -NO. 3201+ iii DIP. 12/31/N !;J * ._:,:.!;>~~ "AS-BUILT " ~:~.~. DESIGNED BY: DATE: DRAWN BY: sc.tJ...E: r • 40' PROJECT IAGR. • JOB NO.: P.£. EXP. DATE 7220 AvenMl11 E~inu• Civil En9ine11ring 54.litc 20-4 Pl4;1nnin9 ENGINEER OF WORK: REVIEWED BY: Cr,rl.,bac:J. Ci;alifomicl !a2009 Pn:x:-11im~ 6l9-9J1-7700 S.,.-.,yini; Fc1::619-9.31-!680 O...TE: RCE: INSPECTOR DATE DESCRIPTION: STANOI.RD DISC SET FU!SH IN fAST CORNER ON NORTH ABUTMENT OF €AST 8RIOGE LOCATION: APPROX. JOO Fm SOUrH OF SOU!tt DITRY m CARI..S8AD STATE PARK 40 F££T fAST OF CENTERLINE OF NORTH OOUND CARLSBAO BLYO. ON PONTO STRUT BRIOOE NO . .1.7882 RECORD FROM: NORliH COUNTY VERTICAL CONTROL !».TA 800K. PAGE 135 NO. 0C 0147 ELEVATION: 50.558 ltS.L Col.TE INITIAL a«i=NEER or WORK R-. Col.TE llrTW.. REVISION DESCRIPTION OTHER APPRO\tAL IRRIGATION DET"'' S MASS GRADING PLANS FOR: POINSETTIA SHORES APPR~/ 11~1r-?~ ASSIST !':NT PLANNING DIRECTOR 0.-.TE I O..TE OWN BY: PROJECT NO. I DRAWING NO. ... rrw. CHKD BY: CT 94-01 CITY APPROVAL RVWD BY: 337-9M CMWD 94-503 !lot" O'\/M/<• r~: ,...,, PC f? N Q') 'I"" 0 ;: a:. ® 0· GEAR DRIVEN SHRUB ROTOR (D-ROTOR POP-UP HEAD (ADJUST HEAD PERPENDICULAR TO SLOPE) © 3" MIN., 6" MAX. FROM ---<D ©· PVC SCH BO RISER (LENGTH AS REQUIRED) EDGE OF HARDSCAPE ELEMENTS ® ®· • ® SEE SPECS. FOR DEPTHS SEE SPECS. FOR DEPTH 1 11)-._ffi, ©· SWING JOINT ASSEMBLY t ©swlNG JOINT ASSl!MBLY ---® (2 MARLEX ST. ELLS) 2 (1 SCH 80 NIPPLE AND 3 MARLEX STREET ELLS) ®" 1 D" MIN. FROM FINISH GRADE ©· PVC NONPRESSURE (LATERAL) LINE @)-ANGLE MAY VARY WrTI-1 HEIGHT OF HEAD (SEE SPECS.) 6 © POP-UP BODY 0· PVC Sat 40 TEE cssn OR ELL (ST) ® (z)-1• IN SHAUB AREAS; AT ® • i" • i" FROM HEADER, WALL ETC, FINISHED GRADE IN TURF AREAS @-REBAR WITH (2) CLAMPS. @) PVC TEE (SST) OR (RISERS 12" AND TALLER) ELL (ST) @) PVC LATERAL LINE! (NON-PRESSURE, S'EE SPECS.) © ©- ©· ©· ©· ©· ~·F'tj) ©· ®· SHRUB SPRAY Hl:AO W/ ADAPTER (ADJUST RISER PERPENDICULAR TO SLOPE) ANTI-CRAIN SPRING CHECK VALVE PVC SCH 80 RISER I NIPPLE (TYP.) (LENGTH AS REQUIRED) SEE SPECS. FOR DEPTH SWING JOINT ASSEMBLY (2 MARLEX ST. ELLS) 10" MIN. FROM FINISH GRADE PVC NONPRESSURE (LATERAL) LINE (SEE SPECS.) © • PVC SCH 40 TEE cssn OR ELL (ST) ~ ® · 6" • 8" FROM HEADE:R, ETC. ::; ' f,ci\. #3 REBAR WI GALV. CLAMPS ;i; ~ 0-POP-UP SPRAY HEAD (SEE SPECS.) © ©· SWING JOINT ASSEMBLY (1 SCH 80 NIPPLE AND 3 MARLEX ST. ELLS) ©· ANGLE WILL VARY WITH HEIGHT OF POP-UP BODY) 8 ©· PVC SCH 40 TEE (SST) OR ELL (ST) © • PVC NONPRESSURE LINE (SEE SPECS.) ® · 2" MAX. FROM CURBS, WALKS, ETC. '"'t......,J_j_~~:_t:=y·-+-0· AT FINISH GRADE IN TURF AREAS, '"' 1" IN SHRUB AREAS © · SEE SPECS. FOR DEPTH ®f---_R_O_T_O_R_O_N_R_IS_E_R ___________ s_EC_T_IO_N N.T.S. @f--.;;_;R..;;;;O....;;.T...;;;O..c..R;;.__P_O_P_-U_P _____________ S'-E-'--CT_I_ON_ N.T.S. © SHRUB HEAD ON RISER SECTION N.T.S. @ SHRUB POP-UP SECTION N.T.$. IRRluATluN LEl.:iEND SYMBOL 1 4 1 3 1 2 F DE;:,l,RIPTION MANUFACTURER/MODEL RAD .... >,t,) VJ )<~ SHRUB POP-UP TORO/ 5702 Sl-6P-CV-1 S·X W/ PURPI F 1,AP 13 -15 v :,;;. Col ,,., SHRUB POP-UP TORO/ 5702 Sl-6P-CV-X W/ PURPLE CAP 10 -12 .Q 6) Ill) SHRUB POP-UP TuRO / 5702 Sl-6P-CV-10-X W/ PURPLE CAP 8 • 10 . ~) ( .. ) ,J i SHRUB POP-UP Tu RO/ 5702 Sl-6P-vV-8-X W/ PURPLE CAP 5-8 SHRUB POP-UP TORO/ 5702 Sl-6P-CV-S:X W/ PURPLE CAP .. I k'IJ tt'ill ~ 5-8 SHRUB POP-UP TORO/ 5702 Sl-6P-vV-4t: ST-X W/ PURPLE CAP 4 X 15 "u SHRUB POP-UP TORO/ 570Z Sl-6P-CV-4S -ST-X W/ PURPLE CAP 4 X 30 ~ "I-V X SHRUB HEAD ON Rl!::it:H TuRu / 570S -15-X W/ PURPLE CAP 13 · 15 $ '.t ~ t><l SHRUB HEAD ON RISER TORO/ 570S -12-X W/ PURPLE CAP 10 • 12 • ,e, 0 u SHRUB HEAD ON RISER TORO/ 570S -10-X W/ PURPLE CAP 8 • 10 • ~ ·• .... SHRUB HEAD ON RISER Tu RO/ 570S -8-X W/ PURPI..E CAP 5-8 -£J 0 ■ SHRUB POP-UP TORO/ 570S-5-X W/ PURPLE CAP 5-8 . . I) SHRUB HEAD ON RISER TORO/ 570S -4E:--.T-11. WI PURPLE CAP 4 X 15 III SHRUB HEAD ON RISER TORO/ 570S -4SST-X W/ 'URPLE CAP 4 X 30 ~ (5") POP-UP ROTOR HUNTER/ PbS-ADJ-3(Q) & S(H) NuZ. PURPLE TO 23 -35 I.SI (Ol ~ POP-UP ROTOR HUNTER/ PGM-12-A-V PURPLE TOP 13 · 34 </l$ :i;::, <> • ROTOR ON Rl:sER HUNTER/ PGM-00-A-V PURPLE TOP 13 -34 SYMBOL Dt::til,Rf PTluN MANUFACTURER/MODEL 11' WA I t::R METER SEI" CIVIL DRAWINh:--. 2"SIZE Psi F 1 2 1 3 30 3.60 1.65 1.10 30 2.19 1.09 0.72 30 1.49 0.71 0.52 30 1.00 0.50 0.30 30 0.39 0.19 0.12 30 0.45 30 0.90 30 3.60 1.65 1.10 30 2.19 1.09 0.72 30 1.49 0.71 0.52 30 1.00 0.50 0.30 30 0.39 0.19 0.12 30 0.45 30 0.90 35 2.20 30 .8 · 4.3 .4 -2.3 30 .8 · 4.3 .4 • 2.3 . REMARKS 1 4 DETAIL 0.HS · D/L-13 0.5 D/L-13 0.4 D/L-13 0.24 D/L-13 0.09 D/L-13 D/L-13 D/L-13 0.85 C/L-13 0.5 C/L-13 0.4 L/L-13 0.24 C/L-13 0.09 L/L-13 L/L-13 L/L-13 A/L-13 .22 • 1 B/L-13 .22 -1 A/L-13 De,,.,'._ A/L-12 --SIDEWALK ...--METER BOX WIMETER CURB---.. -,1<--'----1-l-24" __ .,._ I APPROX 8" . 1TMINIMUM 10' MINIMUM TO POTABLE MAINLINE IN ST, RECLAIMED WATERJRRJGAnoN MAINLINE: W/SLEEVE: NOTE: VERnCLE CI.EAP.ANCE OF 1.r MINIMUM IS MANDATORY 'M;EN CROSSING PAm OF A,POTABLE WAT!:R UNE. INSTALLATION 01' REC/..AJMED WATER /f!RIGATK:M MAINl.lNF!; 24" FROM FACE Oi'SIDEWAJJ< Will. PROVIDE mE NECE:f;SARY 11}' HOFIIZONTAJ.. CLEARANCE FROM POTABLE MAINI..INE IN TH_E_,5TRE£T. ~-,.,, ,XJ RIP BALKFLUW PREVENTuR FEBvO 825-Y W/ 500 Ys t-'Ht:S. HED. 11/2 BALKFLuW DEVILE B/L-12 ,-...-AUTOMATIC l,UNTROLLER """"' -· RAIN SHUT uFF DEVICE r--~-~ MASTER VALVE N -REMOTE CON! ROL VALVE !'II -· QUICK LUUPLER VALVE • -·-BALL VALVE D< VALVE Bux CONTROL WIRt: -----MAINLINE 1 PVC PIPt:1 LATERAL LINE !l"VC PIPE! ----SLEEVE (PVC PIPE) -- !?:~, DESIGNED BY: DRAWN BY: PROJECT MGR.· '2.20 A._.,~ [rw;:io-t.)$ CWH En9~ring "Svit~ 204 Plonniml [NGINEER Of WORK: Car111bad, CcilifOl'NO $12009 Processinq 619-931 •7700 Su.-v.ying fc:uc:619~931-8680 IRRITRoL / Mc PLUS sERIES SEE PLAN CiL-12 WCS / "RAIN Gt JARD" #Rf~ INSTALL (1) PER i..;oNTH. & PER MANUF. Rr-, • ,M. 1.:iRl51<1:)(,.D / 2000 SERIES INLINE SIZE u/L-12 P.E.B.-PRS St:RIEs I:-, LE A~ SHuWN F/L-12 NELSON 7642 W/ KEYS II SIZE. NON-t-'UfABLE Eil-12 KING BRU!::i. LU•TURUUE LINE SIZE. SEE SPEcS. CARSON OR EQUAL W/ PllRPLE LID SEE SPECS. DIREvT BURIAL SEE SPECS. SLEEVE SEPARATELY UNDER ANY HARDSyAPE AR ALERT-LINE CLASS 315 1" -11/2" = SCH 40: 2" • 21/2" -vLASS 315 ALERT-LINE CLASS 200 PVt. SEI:: SPECS. SCH 80 PVC SLEEVE f(I) STREETS 2 TIMES DIAMETER· F PIPE Tu BE sLEEVl::D SCH 40 PVC SLEEVE@ ELSEWHER 2 TIMES DIAMETER· F PIPE TO BE SLEEVED -- BENCHMARK: POTABLE MAINLINE CROSSING SECTION EAS. G,'-$1Z-E.) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING .PRECISE LOCATION OF PLANTING AREAS. N.T.S. TESHIM.A DESIGN GROUP LANDSCAPE ARCHITECTUlUi: LAND PLANNING 9903 Buslnesspo,k A""-• Suite C San Diego, CA 92131 Telephone: (619)693-8824 FAX:(619)693-1182 DATE: "AS-BUILT " DESCRIPTION: STANOARD DISC SET FUJSH ti £AST CORNER ON NORTH ABlmlENT or EAST BRl(X;( SCALE: ,· • 40' JOB NO.: P.E. EXP. REVIEWED BY: DATE: DATE LOCATION: IJ>PROX. 300 FEEi' SOUTH OF SOU11i ENlR'I' TO CARI.SSA□ STATE PARK 40 FEET £AST OF C[NTE'RLJNE Of' NORTH BOUND CARLSIWJ BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD FROM: NORTH COUNTY VERTICAL CONlROL ~TA 800!(, Pf,GE 155 NO. OC 01H /;\ D,l,.l'E INITIAL D,l,.TE F INrTW. RC£: INSPECTOR DATE ELEVATION: 50,558 111.S.L REVISION DESCRIPTION ENG1PIEER OF WORK OTHER APPROVAL STREET SURFACE--~ POTABLE MAINLINE 13.5 FEET • (SEE IMPROVEMENT DAAW!NGSJ7 ~ . " 1· 12" MINIMUM RE OU IRED VERTICAL SEPAAA TIONI RECLAIMED WATER IRRIGATION MAINLINErJj},_◄_·~ --SLE!=VE NOTE: ALL RECI..AIMED NA:-ER IRRIGATION PIPE ANO SLEEVES SHALL BE PURPLE ANO LABEL,cO AS SPE=CIF=IE:O IN: -sTANOAAO SPECIFICATIONS FOR PR/VAT!: IARIGA TION SYSiEMS" -CARLSBAD RECLAMATION .'11.!LES AND REGULATTCNS FOR CONSTRUCT/ON CF RECLAIMED WATER MAINS" OCTOBER 1993 POTABLE SERVICE SECTION LINE CROSSING N.T.S. IRRIGATION DETAILS & LEGEND ~I CITY OF CARLSBAD II SHEETS I : PLANNING DEPARTMENT : 28 MASS GRADING PLANS FOR: · POINSETTIA SHO.RE'S /'?" APPRO •/;::_(t/Y / r_,, 11-lf-~t:._ ASSIST ANT PLANNING DIRECTOR DATE OWN SY: I I DRAWING NO. PROJECT NO. 0,0,TE INrTW_ CHKO BY: CT 94-01 CITY APPl!OIIAL RVWO BY: 337-9M IRRIGATION LEGEND & DETAILS CMWD 94-503 Ook 05/09/9< r.,,., °"'" PC ,1 f>f•""·\,cn;\,no1<"\•?11<1:t,""'1 N ex, 'I"" 0 3C a: ) ' i I t I / } _,/ / ,.,/ - \ / / J \ ) l \ I KEY MAP \ ' MATCH LINE TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 Buslne .. park Ave., Suite C San Diego, CA 92131 Telephone: (619) 693-8824 FAX:(619)893-1182 .. SEE ~ ~ ("') "i. :c ·-;:;:_· .," • <"'-"'·· } . ·. . . ----.•.. ·-~~.·.·.· • .... '·· .. ,, . ',,, __ ~. ~-_," 11-,,, ' ; -I I I I / SHEET - r :z. r, I :z. 0 • .--tr?~ 29 (./) r, r, z 0 • -~ ~- NO. L-17 I \ I c~J~;;;?,,( DESIGNED flY' . . .. .PRAWN " BY: PROJECT MGR.· . 7220 Avenida Encinos Civil Engineering Su,te 204 Pion ring Carlsbad, Californ,a 92009 Processing 619-931-7700 Surveying Fax:619-931-8680 \ DATE: SCALE: ,. • \40• JOB NO.: DATE: RCE: \ ·~ '....;;.: i -,~-> \ ' ' ' \ \""-, \ i I \ I \ \ 0 r------ \ \ \ \ \ SEE POINSETrlA SHORES ASSESSMENT DISTRICT IMPRO'v'.EMENT DRAWINGS FOR SLOPE PLANTING AND IRRIGATION. DWG. NO .. 337-9L \ - \ I / \ \ . I . ' / i \ '\ \ . , . ~. \ . / \ \ ti AS-BUILT " . ', ' " 8ENCHMARK:. ' . ', PE EXP REVIEWED BY: INSPECTOR DATE DATE DESCRIP'ION: ·--,\ LOCATION: I RECORD FROM: ELEVATION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST .BRIDGE ', APPROX. 300 FEET SOUTH OF SOUTH E~TRY TO CARLSBAD STATE PARK 40 FEET EASl\ OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A78B2 NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 50.558 M.S.L. 36 15 GAL. 139 1 GAL. 38 1 GAL. 11 GAL. "' 34 LEP. SCO. 1 GAL. TYP. THIS SYM. ' 39 RAP. SPR'. 1 GAL. · TYP. tHIS SYM . I TRI. CON. TYP. THIS SYM. . COT LOW TYP. THIS SYM. CIS. PUR/ TYP. THIS SYM. \ GRE: NOE. TYP. THIS SYM. I ' FLATS AT ' '\ J I ' o'liii,..i!5iii2ii!!o!!!!· !!!!!!!!!!!1t:iio: ____ ao· SCALE: 1• = 40' \ ' \ / \ 'Jll'fO'PC' :\ . :'>t· \ ' ' 37 NER. '·P.P.' OLE. ···-··-·---I,\ DATE INITIAL ENGINEER OF WORK \ ------- / ; ;.:,i / I~ I I \ COVER CAOP NOT#;: . . , All slopes _e:1 _or steeper ,shall receive ~ bover crc:,p ~hydros'eed mix 'A',\ see spec1f1cat1ons). Jut1 mesh shall b!l required wherii planting occurs · between Auctust 15 and April 15. : , j , \ \ : iPPROVE.D FOR PL/ANT iNG \AND IRRIGATION ONLY,·· INCLUDING PR'ECISE .. ,, LOCATION OF PL,ANTING AREAS. SHEET CITY OF 'I : , . , . ' . ' "f....) \.: ·+ . \ ' .. \-... ' PLANTING PLAN CARLSBAD L-15 PLANNING DEPARTMENT lliJ 8 MASS GRADING PLANS FOR: POINSETTIA SHORES /? C.T. 94-01 ------APPROVEo7g5d:,f //-/fr-fy' ASSISTANT"PLANNING DIRECTOR D.ATE DRAWING NO OWN BY PROJECT NO. DAT~ INITIAL DATE INITIAL I I CHKO BY: CT 94-01 337-9M REVIS ON DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL CMWD 94-503 Date: 05/25/94 Time: 10:16 ?C f2 fILE .. C:\JOBS\921016\9216MG8.DWG C\I co ,- 0 :s: a: w \IJ ...J I -..D :l __, .,...,. ~ = = ~ 0 ~ ' '-\ 1····· • I ! i I f ! !s,J, '. \ .. ~ I I ,,,, L.,i · ']:, 4 , 0 : 14/_ rl;/ ,I ·x ( ~$ • •1L L~ '" :1 I :,• .. 1.·· .. ··i·, •• .. .[.,,,.L: : t ·'" ,•' ,.~,,,i, ! ' i ' I I / .. I ii; '. ... : j. t~]I ·;···· •.. ·.: .•. ·····•., .•. .. ,: : , .... :, \: : i •••• •·-i ~~!I.... µ_ ..... .,, 1 \ J~, .I t I I ' I I ,..,. J \ ' ·•. ' . ·-TESHIMA'nESIGN ~Rout LANDSCAPE. !\RClDTE~ · .. ;, _.. LAM) Pi;.ANNING \ ' . 15, 9903 Buslnessl)nk 4ve., &Ju ~ i ~ ,,- San Diego. CA Q2l3l Telephone: (619)693-8824 FAX:(6l9)693-1182 \ \ \ \ I , : 1 u • : I .. ·~··· '.: . ' -'" • Nd, 32014 ffl ii • EXP! 112/31/96 S"J * VI ~ " ·, ..... ,. I ... ' fl \ 37 CIS. PUR. 1 GAL. TYP. THIS SYM. / I \ / l) I I 43 1 GAL. I GRE. NOE. TYP. THIS SYM. y 19 15 GAL. TVP. THIS SYM. / cl is N·ER. 'P.P.' OL!t 11 GAL. i TYP. THIS SY..J\11. )'1 .-. ·-.. I I\ f )~ .. . . - I i : \ \ I I I I j I II -f APPROVED.Pok·pt.ANTING ,, SEE SHEETr--------1-NQ. L-1 s:!t AND IRRIGATIONONLY,., MATCHi LtNE : INCLUDING PRECISE< .. •. <:-~~ I I I I ; ! I I I I I ! I I l. ; v ! i ! ! I I l 23 1 GAL. V LEP. SCO. TYP. THIS SYM. I I I 30 COT. LOW. 1 GAL. TYP. THIS SYM. GROUND COVER. NOTE: Hygroseeg mh1 A: All slope areas shall be '1ydroseeded with gazanla splendens 'Mixed Color' at the. rate of 10 lbs. per acre. See specifications for further infor..._m,~~~n. . Hand .planted Ground cover: 1 \; All landscape areas are to :be ha•nd planted with Gazania hybrid 'mixed color• • Clumping at 12" O .. C. /) \) I· i l rt.r J \ . I / I i • j \ ( \ ' I I. i 1··1 / \ tJ /~I.) i A f ' i .. / .• ',, ...•. ,.,,, I'"........... ,.""'-. .,., -- 1 i \ ( "-,.,, .. ,../ I ,.,..-' ' KEY-MAP FLATS AT 12" o.c. ~· ;. Lr) c.o \ : \ MYO. 1PC1 ~ L&J L&J ::c U') L&J l.&J U') L&J z ::J ::c ~ ::E o· .--.,·· ;,,- 40' ,...,~········· .. > ' ,\1 '\ ... '··.·.:~:,:: ,. . .. :>:>:,... ' .... \ I \ I . ' .. \ ----- SCALE: 1" = 40' PLANTING PLAN . N C0 .... 0 == cc SHEET CITY OF CARLSBAD ~ L-16 PLANNING DEPARTMENT 8 MASS GRADING PLANS FOR: tocArro~Roi:S~ANTING ··-·-· ... _-"_~.,_,.;.._; .. ~· ... •,~"~ ....... ~ ..... ·~--.. :"~ ... ·~·<·""= .. ,.,----r, BEN-: • / ,------+-"""":;c:;---+-~-'------r~-----;------7 AS-BUILT · , ... > Di:SCRIPTION: STAN~D DISC SET FLIJSH.IIN e:J:r CORNER · ~ •. • .• 1 DESIGNED BY: --~-DATE, ----,,--,-, , .. ,. ON f)(oRTH .ABUTMENT OF EAST BR)DGE & o✓ . · .. iA:~. DRAWN BY:---~ SCALE: 1" • 40' ,... ... ·•-.::::.:~ .. ::~:,;, LOCATION: AP~Olt 300 FEET SO.UTH ,PF ?f~TH ENTRY , , .. , ~ PROJECT MGR .. _· ---JoB No.=·----" ::.: .... ~ --.. -D-A .. TE="";.,..· · · ' · •·•. ~i~c~.· AiFsrN.A~A:~. ti ~.R RILS~ g[vo . POINSETTIA SHORES L2 . C.T. 94-01 7220 Av"i!.r'lido E:nQir'1Q!i1 Si,ite 204 CQrlsbad, California 92009 Civil E:n'l:Jlr'.,,"i!$rln9 Plonnin9 Processing Surveying ! ENGINEER OF WORK: . C b N S U L T ~T S [-.._,_ ______________ 7 P. E. __ _,_ EXP._-"c_..-c.. . ON·,l'ONTO STREET BRJDG£ NO. ,418-82 1-R-Ev-,-Ew---ED---B~Y-, ____ .._ ___ ""'."7 ____ ......,,::t.... RECORD FROM: NORTTi"cbuNn' VERTICAL ·coNTRdL DATA 61g-931-7700 eox:619-931-6660 DATE: RCE: INSPECTOR BOOK, PAGE 135 NO, OC 0147 DATE ELEVATION: 50.558 'M.S.L. /,\ DATE INITIAL ENCINEER Oe WORK REVISION DESCRIPTION APPROV¼7V ll-/f-9f ASSISTAN.VPLt\NNING DIRECTOR DATE DWN BY1 I PROJECT NO I DRAWING NO. DATE INITl'iL DATE INITIAL CHKD BY1 CT 94-01 337-9M orHER AP~ROVAL CITY APPROVAL RVWD BY CMWD 94-503 Oat,: 05/25/94 Time: 11 :53 PC f2 FILE•C\JOBS\92 I Ot 6\9216MGJ.DWG ' -.,,.,•• i I I j i / s.9'· 1 GAL. \ / i \ TV~. THIS ~VM. (, 1-, __ ' I i i 1 ~J I 'I t ,.. ' I . I Ii :\ . r/ . t I I I I I I I I I I I ; : ,: ,I : I , 1 ( i ' 34 t ;, _1 GAL. f ' 77 1 --I I V I . THIS,SVM. i i i \ i: \ ' ' . . . ·uow., -' .j ..... ), APPROVED fOR PLAN'ttllNG AND IRRIGATION O~LY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. :11 ' i "' rl NO\ 32014 \;i! EXP.' 12/31/99 ~t TR'I. CON. TYP. THIS SYM. I . . ~;_ ...... ~ _.......... ' r-- ·:. -----------.----..........~..............,_4 •i' -, . ' ; C~/~T ' DESIGNED BY: DRAWN BY: PROJECT MGR.· -s -_..,..iG::!O AvaenidQ Enoin.:;ie Civil E;n9inaeaerin9 Suit~ 204 Plonning Corl:sbod, California 92009 Proc~ssin~ 619-931-7700 Survl:"ying F"o,c619-9J1-S6S0 I I ' ' ' ·,c 'f z. lA X: ·:C k ::i:: .. -;., . I I \ \ LOT\_ 7 \ ' '. DATE: '\_ SCALE: 1· .. m· JOB NO,: DATE: RC£: ' / I ' I i I I i \ I' LOT '5 r: -, \ '••' i l \ \ l ' \ : . '·,:::,•,, -/-__ : /· : ,Y ·-----"As~ BUILT"'""~~< ' ' ' ' ' ' ' s: -~, . ,,, ' ' . ,, ' ....... ~ ' ' . '· ' \,. ·' ' ' ' ' ··-.,.,. . ' _'-.;--. ' ' ' '•·,. . P.E. -..,•·.,... ', '-.. " DATE ·-:.,_,,,.._: "EXP. ' \ ,, •, ' ••,, ~ . ' REVIEWED BY: INSPECTOR DATE . / ' / .. ,· ) i ) I l / --r---- \' I '\ ( \ i I --- . DESCRIPTION;, ~ST~DARD 6isc SET FLUSl't IN EAST CORNER __..:,,?.> ✓ ./ --~ .· . , ... r"' i ' I I ___ _! -' --. ._ _ ' ',QR'NORTH ABU-lMEN:f-{l_F EAST BRIDyE, --~ __ .·:_, __ :CATION':. ./J'~-300 FEET SOUTH.OfseuiH EN'lltf -ti -, :-, ------TO SE!AD STATE PARK 40 FEET EAST Of .... ,,-' CENTERL NE OF NORTH BOUND CARLSE!AD BLVD, ON PONTO STREET BRIDGE NO. A7882 .( RECOR~ FROM: NORTH COUNTY VERTICAL CONTROL DATA DATE INITIAL BOOK, PAGE 135 NO, OC 0147 ENGINEER OF WORK ELEVATION: 50.558 M ,S,L. ! /,\ ------ I I ··,_IC ... :Z . j"T1 ' .I --· SHEET, NO. LJ1·s ------r[F__ -----'\ ~. . \ _j_ --I --I I I I ,,,,, ..... ',, { I I I I I I ~ I ,... J_ N I ..,J I I I I I ~ ,-,;.; t1 :c c.,, Lu La.I! c.,, ~ COVER c5ROP"'.N·Ol"E: All slopes 6:1 or steeper'sha11 rii~i1fl!! a cover crop(nydrose~ mix 'A', see specificatiorrs). Jute mesh shall be required when planting occurs between August 1.5 ~nd April 15. I I / TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE L/\ND PLANNING 9908 Btishicssparl< A~., Suite C sanDlego,CA 92131 Telephone: (619) 693 882" FAX:(619)693-1182 \ ' \ ) I i ' I \ I \ ' i i \ \ ' \ l I I I I I -KEY MAP 0' 10' 40' -----5' 20' 80' SCA!£: 1" = 40' PLANTING PLAN N co 'I"" .0 '3 er I I SHEET CITY OF CARLSBAD ~ L-17 PLANNING -DEPARTMENT 8 MASS GRADING PLANS FOR: POINSETTIA SHORES /'// A C.T. 94-01 APPROVED~5/tf If-{_'('-'1¢ ASSISTAN . '"NNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY AF'~OVAL RVWD BY. CT 94-01 337-9M CMWD 94-503 Dot,, 05/lS/94 Cm.: 11:l3 I<: j, FILE=C\JOSS\n1016\9"16MG5.DWG i ' ' ,,, , l-,,8 i,i:,_ ,__;;..:,··•J~ .,,_ I l I I I 11 \ I I 1 Gt. ' ' 201 -- I I r [ .,.-· t ' J_ 1 GA!L, 9 TESHIMA DESIGN GROUP LANDSCAPE AltCHITECTURE LAND PLANNING. 9903 Busfnesspa.rk Ave., Suite C San Diego, CA 92131 Telephone: (619) 693 8824 F-"X: (619) ~1182 ' I i i/!/) ' •• ·, .. . COT. LOW~, 1 GAL .. TYP. THJ$ SYM. . ' ___.,,., .. •:-. -- APPROVBa,FOR PLANT'ING AND IRRIGATION ONL"¥~ INCLUDING PRECISE LOCATION OF PLANTll'l'G AREAS. C~/~T s 7220 Avenid,;2 Encin<:is Civil Eri9iMer'in9 Suite 204 F>lr:mning COr'l!;bOd, Colifor'nio 92009 PrQoei.sing Ol!!l-9.31-7700 Surveyin9 rax:619~9.31-8680 DESIGNED BY: DRAWN BY: PROJECT ~GR. - a s- ' -DA'if: ' SCALE: ,. -40' ,, .... , i i JOB NO.; P,Ei ' ! REVIEWED DATE: RCE: INSPECTOR SEE : SHEET i i I ,,.-! ' ,$..,?i_.,...,=. , '. ~ ~' " i - ' "AS-BUILTI " I ' ' , ! .~--...,::-~ I ' ', i .EXP. DATE \ : i ' · .. BY: I DATE ) ' ' ' I \ i I ' ' \ \ I ) " I ' ••• I I I ! r~ ' r ., ",_) \ ' I I ' ) ' \ _/ I ,,,, '· ' 1 I I I I I \; . '.~·: .... ::, \ ! , "''/~j' ' "I •1 NO. L-16 I I ~---....-.--~ ,., i 1 --~-,,., ,, -.. i r···, /.,•'\) --....r~'·'· ·<~ _: :._/ ,' ''Nb. ., . I , -;/::J·, ,I '! '-.' \~;;:· ·, ., { I . ·c.~ ' I I ,) i; , t : ' ' ···f;., , ' i ' ; ) I ' ....... -"" '' '\.,,, ,, ' ',, r··---, ! ' ) i ' \ \ \ ' ( z / ( ; ' ' - i ' I I ) I ) I I +-I I ( i : ! I \ I ~-' i ) ' •, I --- I '!BENCHMARK: ()ESCR/PTION: ST~DARD DISC SET USH IN IAST\ CORNER '1 < •... , 1 ON NORTH ABUTMENT OF EAST\ BRIDGE , i I ! I i ) ' i ' L·•,_·_o,·_ c,_, ATr' N foP~LS~ ~NE~~~ ~ l~~tk~ CENTERLINE OF NORTH BOUND CARLSBAD BLVD_ ON PONTO STREET BRIDGE NO. iA78-B2. RECORD FROM: ELEVATION: NORTH COUNlY VERTICAL CONTROL DATA BOOK, PAGE 135 NO_ OC 0147 50.558 M.S.L. ) ( \ ' ( ) \ I i ' DATE INITIAL l'NGINEER OF WORK I I ,-/ ) /,\ : .-•• C i~ ~-:-.. ~ '' i i ' ' ' \ ' ' ' ( V /\ i l ' . ' ' : : ' I ' \ \ ·_,,,. ' . ' \ I ' I KEY'MAPI i ! ' : I ' \ \ " 1'-; \ \ O' iii \ \ \ C, - \ 20' 40' SCALE, 1" = 40' --~ ,-' -- U') ,... I ...J • 0 z I-L&J L&J :::c: V> L&J L&J (./) L&J z -.....J :::c: u ~ :z N co ,- 0 ;: cc j I I i I i I \ OT ' I 6 i -\,. \ . ·,, \ (i\·-,,. '-l~ \ \ \ ' ; --) ------\~ .. CQVER CROP NOTE:/ i All/slopes 6:1 or steeper shall receive a cdlier crop (hydrosead mix 'A', s~e specifications)-Jute njesh shall be required when planting occurs between August 15 and Aollll 15. · I , I I ! / ! r --- PLANTING PLAN SHEET CITY OF CARLSBAD ~ L-18 8 PLANNING · DEPARTMENT MASS GRADING PLANS FOR: POl~TTIA SHORES C.T. 94--01 APPROVED~,,,,;/t,,)' II-If-~ ASSISTANf ~ING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO_ DATE INITIAL. PATE INITIAL I I CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD SY: CT 94-01 337-9M CMWD 94-503 Dote: 05/25/94 Time: 11 :40 PC #'J. FILE aC\ JOSS\ 921 016\ 9216MG4, DWG 250 LEP. sea. 1 GAL. TYP. THIS SYM. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING E~RE~C'LS.E. LOCATION OF PLANTING AREAS. 125 TRI. CON. 15 GAL. TYP. THIS SYM. 265 GRE. NOE. 1 GAL., TYP. THIS SYM. \ \ \ \ o,,~" CONS u:..::ZT s \ \ - DESIGNED BY DRAWN BY: PROJECT MGR.: 7'.?20 Aven1da l:.r-cira~ C1111I t_n9,neer ng Su te 2C-4 Pi<:J·\rTK Carlsbad. Co ifor·,,io 92009 rr,x:es<;ir1g 619-931-7700 SLJ(Vl2)'ir1'; Fax:619 :JJI 8580 -----·· _., ... ,. ,. ., -·" ···--· ..... DATE SCAlE: ,. JOB NO.: DATE: RCE: = 40' ti PE. REVlcWED 3Y lt,SPECTOR 215 RAP. SPR. 1 GAL. TYP. THIS SYM. LOT 9 I I I j __ , -- AS-BUILT ti EXP. DATE "'"""""'"" Di\ff -, - I I I I I , FLATS AT 12" o.c. MYO'PC' ,206 NER. 'P.P.' OLE . 1 GAL. TYP. THIS SYM. NO. L-21 - 19 CT --I • VAL. 24" BOX TYP. THIS SYM. EXISTING PALM TREES L STREET SHALL BE PROTEOCCTATED ADJACENT TO _ _._ ED IN PLACE. BENCHMARK: D[SCRIPTIJN LOCATION STANDARQ DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD ON PONTO STREET BRIDGE NO. A78-B2. - NORTH COUNTY VERTICAL CONTROL DATA BOOK. PAGE 135 NO. QC Q 14 7 DATE --- INITlll.L RECORD FROM ELcVATI0N 50.558 M.S.L. ' ENC;INEER O" WO~K /j\ -......_ w z: --- ---- -- - 273 1 GAL. ------ -- -------- -------------- CIS. PUR. TYP. THIS SYM. • • • I COVER CROP NOTE: - I I I 373 COT. LOW. 1 GAL. TYP. THIS SYM . NOT A PART OF THI PALM TREES SHAL~ CONTRACT, EXISTING EITHER ON SITE OR BE REMOVED AND SAVED FUTURE USE. IF EXl~~iN~~E AT A NURSERY FOR STOCK PILED ON SITE THE OALMS ARE TO BE REPRESENTATIV _ WNER'S CONTRACTOR TOE SHALL COORDINATE THE OF THE GRADING gi;~~~NE A LOCATION OUT IRRIGATION SYSTEM -A TEMPORARY EACH PALM TREE. SHALL BE FURNISHED TO KEY MAP C\I CX) ,... 0 == a: All slopes 6:1 or steeper shall receiv see specifications). Jute mesh shaii8 ~ cover c_rop (hydroseed mix 'A', between August 15 and April 15. reqwred when planting occurs ---- -------- TESHIMA DESIGN GROUP IA'(OSCAPE ARCHITBCTURE LAND PLANNING ------ 9903 Businessj>arl< Ave., Suite C San [);ego. CA 92131 Telephone: (619) 693-8824 FAX:(619)693-1182 ---------- ------------------------- ------------.. -- ~"!Al~ lt-nlAL -------.. ------ :;Alt. o· 40· ----20' 80' SCALE: 1" = 40' OF C~\.\ PLANTING PLAN IL~1E91 CITY OF CARLSBAD I S2E8S I PLANNING )EPARTMENT - ----MASS GRADING PLANS FOR -------POINSETTIA SHORES /7 C.T. 94 01 A~PRJv'[D ~:5til t/-Lf-9£': ASSISTANT'f>t:'.ANNING DIRECTOR OAT::. ----JWN RY: INlllAL PROJECT r,o DRAWING NO FEVl':;IQ~j DES:::RIPTION C-leO BY orH~_,R APP~()VA. CITY APPRCVAL 0.'v'W) 3Y CT 94-01 337 9M CMWD 94-503 D□k: 05/25/94 Tirr.:: 10:C1 PC I? r E , IL .=C: ,J08:"::\9? 1016\9? l 6M(; 11.l)W(: ,, -~ ,., ....... - I --ill] I I I . 147 LEP. SCO. l .GAL. TYP. THIS SYM, 123 NOT A PART OF THIS CONTRACT, EXISTING PALM TREES SHALL BE REMOVED AND SAVED EITHER ON SITE OR OFF SITE AT A NURSERY FOR FUTURE USE IF EXISTING PALMS ARE TO BE STOCK PILED ON SITE THE OWNER'S REPRESENTATIVE SHALL COORDINATE THE CONTRACTOR TO DETERMINE A LOCATION OUT OF THE GRADING OPERATION. A TEMPORARY IRRIGATION SYSTEM SHALL BE FURNISHED TO EACH PALM TREE. 5 CIT~VAL. --24" BOX TYP. THIS SYM. ---....... I • 274 1 GAL. • I • • EXISTINGPALM TREES LOCATED ADJACENT TO -~;~"'--.°"::::----~~~~• STREET SHALL BEPROTECTED IN PLACE. I "· .............. ~ L&J ~I w z -_J :::c u I--< :::E I I I "-11; ,~4; c-'Y ,vtB <'~"Vs(' . r-~ S't'('"' ~"' ~ COT LOW TYP. THIS SYM. 15 GAL. L?~ H~}/ I \ ' ' ' ' 0 / '... DESIGNE:O l;lY: ______ DATE: ____ _ ~ ".AS-BUILT '' APPROVED FOR PLANT ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. __________ ,,.,_ _____ PROJECT MGR. JDS ND .. ~-__ _ 'f,t'!!jl-:-""'l . DRAWN SY: SCALE: _1• = 40' C O N S U L T N T S f---------------~PE __ _ 7220 Aver,icj,) Erici,1:.:,,3 Sl)1te 204 Carlsboc. California 92009 619 9.31 7700 F o, .619-931 -8680 C,v,I Eng,n,:erir,g Plonr11r"'g Processinq Survey,rq · DATE: RCE: ~E\/IEWED BY INS"ECTOR EXP. ___ _ DATE DATE 246 1 GAi.. TYP. THIS SVM. TRI. CON. FLATS AT MYO.'PC' TYP. THIS SYM. 12" o.c. 196 NER. 'P.P.' OLE. 1 GAL. TYP. THIS SYM. • ·-.. • 152 GRE. NOE. 1 GAL. TYP. THI$ SYM. • • BENCHMARK: DESCRIPTION STANDARD DISC SET .FLUSH. IN EAST CORNE'R ON NORTH ABUTMENT OF EAST BRIDGE . LOCATION APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A78-82 RECOR) FROM: NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L. : .. .. \ --cc ', \ ', : : · .. -' •, DATE ENGl~E::R 170 RAP. $PR . N co ,... 0 3: a: 1 GAL. TYP. THIS SYM. ---- ' .&. 11'-ITIAL OF WO~K CONTRACTOR SHALL PROTECT PUBLIC ACCESS TRAIL l!,l PLACE. (OWG. #265-2L) -- z m '-'l I~ ...., I"' ~ "' q - I ~-N 19'47'34" E 30.15' - COVER CROP NOTE: ~ All slopes _6:1. or steeper shall receive a cover crop (hydroseed mix 'A' see spec,t,cat,ons). Jute mesh shall be required when pla r ' between August 15 and April 15_ · n ing occurs -- REV SION ·-···"'"""""" __ ,,,,_,., .. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING ....... .. 9903 Buslnesspa,k Ave., Suite C san Diego, CA 92131 Telephone: (619) 683,-8824 FAX:(619)693-1182 ---- --····--··· ... ___ ,,, ___ . ""' . .... ,., ......... ,_ ""' .... .. ···-······-··-·-···-------· - ·-····""'"" --·-----···-···-·· ...... ,.,. . ., -,. ----·-- DAT:" l'-.JITIAL [)f_S(.>;ll'flON 01r1CR APPROvA. ------ ·-·--·· DATE 11\ IYIOL (:IYY APPR()1/AL KEY MAP o· 40' I I ) -----20' 80' SCALE: 1• -40' PLANTING PLAN SHEET CITY I S2E8S I OF CARLSBAD L-20 PLANNING Dle'ARTMENT ' MASS GRADING PLANS FOR POl~TTIA SHORES C.T. 94-01 APPROVE~~--:u ll-lf--'71./ ASSISTAN A~G DIRECTOR DA 'r DWfl 6Y. I I PRO.ICC-NO D~AWING NJ. CIIKD EY CT 94-01 337-9M R\/W[J BY: CMWD 94-503 0<1te: 05./25/9.i. Time: 09:51 PC .~2 FILE=C:\JOBS\_9210 6\9216MC l 2 .DWG TESIIlMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING 9903 Buslnessparl,. Ave .• Suite C San rnego, CA 92131 Tdephone: (619) 693-8824 FAX:(619)693-llS2 ,..... ,... I ..J • 0 .z ,_ ti ::c: Cr.> Lu ~ w .z --J ~""ofESS/01,:, ._,,;;i ~ o,-,,_"'f< §'W llir 'f, "' -;:; NO. 32014 ~ \t EXP. 11/31/96 f;J * C/>,\.\ FLATS AT MYO,'PC' 12" o.c. --- 49b MATCH LINE SEE ------" 0 SHEET ----- ~ \\~\: SEE POINSETTIA } ·o~s DISTRICT IMPROV~~NT D FOR SLOPE PLANTING AND.I OWG. NO. 337-9L \ \ \ SSESSMENT WINGS RIGATION. / LOT 2 I I LL NO. L-22 ------<---lEJ--,r- ~- ' CD 0 0 ~~ DESIGNW SY DATE: ___ _ ti AS-BUILT ti / Qi DRAWN BY: SCALE: ... r __ :' __ ~ __ ~~-PROJECT ~GR.~-___ JOB NO.;____ ----------- -......-........ ....... __ 40 RAP. SPR. 1 GAL. TYP. THIS SVM. 14 15 GAL. 37 1 GAL . 46 1 GAL, ---.......... TRI. CON. TVP, THIS SVM. COT. LOW. TYP. THIS SYM. GRE. NOE. TVP. THIS SVM. '-....... BENCHMARK: ; ;' ' DESCPIPT ON LOCATION I ' 1 STANDARD ,f)1$C $CT FLUSH IN EAST CORNER ON NORTH' ABUTMENT OF EAST BRIDGE i APPROX/ 3()0 FEET SOUTH ·or SOUTH ENTRY TO C~S8AD STATE PARK 40 fEET OOT ' ---76 CIS. PUA. ' 1 GAL. TYP. THIS SVM. \ ("") -:::0 0 r fT7 I I I ,I I ,."'.'-'•, CIT. VAL. 24" BOX TYP. THIS SYM. z 0 • r-I ...... (0 33 1. GA_l.... 63 1 GAL. ., LEP. SCO. TYP. THIS SVM. NER. 'P.P.' CLE. TYP. THIS SVM. EXISTING PALM TREES LOCATED ADJACENT TO STREET SHALL BE PROTECTED IN PLACE. ,icovER CROP NOTE: . / All :slopes _6:1 _ or steeper shall receive a cover crop (hydroseed mix 'A",· J/ ~; / . see spec1f1ca\1ons). Jute mesh shall be required when planting occurs ., . between August 15 and April 15. ,· ./ rj -.;..:: . I • p APPROVED FOR PLANTING 1 AND IRRIGATtON ONLY, ii INCLUDING ERECISE LOCATION OF PLANTING AREAS, .,_. __ •••~ .. w.,.-+-----------------+ .............. ·------·---------+----+----I----+--__, t------t---+-----·-·--·-··-···-"· C O N S U L f ··-N T S 1-----------------1 P E ____ EXP ___ _ i':220 Aven1da Encma:s. Suite 204 (Cr'ISt'.>Cc:!, Celifr::,rnic 92009 61':1-931-7700 f'"a><::519--931 8680 C1v,I Fn9,r1eer,n9 Planning Proc~as.sing $.)(v~yir"'lg REVIEWED BY DATE OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD t------t---+----------- ON PONTO STREET BRIDGE NO. A78B2 DATE RCE: INSPECTOR DATE RECO'<D FROM NORTH COUNTY VERTICAL CONTROL DATA BOOK. PAGE 135 NO. OC 0147 ELEVATION 50.558 M.S.L. DA.TE NITIAL ()ATF. NITIAL DAYE INIYIA~ ENGINEER OF WORK on1~R APPRCVAl cwr APPROVPL KEY MAP \ O' 40' -----20· 80' SCALE: 1' = 40' C'\I co ... 0 3= a: PLANTING PLAN SHfFT L-21 CITY OF CARLSBAD MASS GRADING PLANS FOR: POINSETTIA SHORES C.T. 94-01 !JWN cJY __ _ PROJECT NO CRAWING NO. CHKD BY: RVWC BY· CT 94-01 337-9M CMWD 94-503 l SHEET 41/ I.ii NO. L-17 C/)/ ~I -J \ \ \ I \ \ \ ' I \ \ I \ \ \ 60 LOT 3 - NOT~ PART OF THIS CONTRACT EXISTING PALM TREES SHALL BE REMOVED ANO SAVED ....__ EITHER ON SITE OR OFF SITE'AT A NUJiiSERY FOR FUTURf USE. IF EXISTING PALMS AREi TO BE STOC:I< PILED ON SITE THE OWNER'S • . REPRE$ENTATIVE SHALL 'COORDINAlE THE CONTRAGTOR TO DETERMINE A LOCATION OUT OF THE GRADING OPERATION. A TEMPORARY IRRIGA;flON SYSTEM SHALL0B£ FURNISHED TO EACH PALM TREE. APPROVED FOR PLANTING A.ND IRRIGATION ON{..Y, INCLUDING PRECISE. LOCATION OF PLANTJ.t--TG AREAS. I I I I I I ( I I j l. 11f r· I I ~~~! I I 1-'2=-17 ' ', C~/~TS ' ' ' ~---~·-·· __ ,, ··---··"""' _,,_,, ___ ,, _____ ,_,., ...... ,. ''' .,.,. ·-·-~···"-·~·-·"'" 7220 Avenido Encinas Civil Er,91r·,eerin9 $\Ji!(! 204 PIQnn1nq Carlsbad, Ccl1fc.rn10 92009 Pr0cessirg 619 931 7700 Surv~y,ng ro,.:619-931-8680 MATC'H. LINE SEE SHEET NO. L-21 I ,.;-, l \ \ LOT 2 LOT 79 ,', "AS-BUILT " ,., DESIGNED BY, DATE· DRAWN BY: SCALE: 1'.'. = 40' '~ PROJECT MGR .. JOB NO.: -----··--··-·-· .... "" . ,., .... ,.,. PE EXP DATE REVIEWED BY: DATE: RCE: INSPECTOR DATE 37 TRI. CON. 15 GAL. TYP. THIS SYM. ............. ............. / / / \ 72 COT. LOW. ............. / / 1 GAL. TYP. THJS SYM. ............. ; I I I I I ............. .........._,_ 29 106 CIS. PUR. 1 GAL. TVP. THIS SYM. ............. ............. ............. CIT. VAL. 24" BOX TYP. THIS SYM. 87 GAE. NOE. 1 GAL. TYP. THIS SYM. 66 LEP. SCO. 1 GAL. TYP. THIS SYM. EXISTING PALM TREES LOCATED ADJACENT TO STREET SHALL BE PROTECTED IN PLACE. STREET TREES SHALL BE LOCATED A MIN. OF 3' OUTSIDE OF THE ROW. 114 NER. 'P.P.' OLE. 1 GAL. TYP. THIS SYM. FLATS AT MYO. PC 12" o.c. COVER CROP NOTE~ ~£(' .........._,_ ~££; .........._,_ KEY MAP No ~-1.. ... , ~ 9 ............. All slopes 6:1 or steeper shall receive a cover crop (hydroseed mix .'A', see specifications). Jute mesh shall be required when planting oc6urs between August 15 and April 15 ............. ............. ......______ N CX) T"" 0 ~ a: PROTECT EXISTINQ SLOPE Pl.ANTING AND IRRIGATION. . ... , . BENCHMARK: DESCR1=TIO~ STANDARD DISC SIT FLUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LJCATIO~ APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO. A7882 RECORD F,OM NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEV/I.TIO\· 50.558 M.S.L. DATE \ \ \ ;',\ INITIAL ENG1~EER ::,r W.JR""\ """" .... _. '" -' RFVISION DFSCR PTION TESHIMA DESIGN GROUP l.A'f'OSCAPEARCHITECTURE LAND PLANNJNG 9903 Businesspark Ave .• Suite C San ffiego, CA 92131 Tclephone: (619) 693-8824 FAX: (619) 693-1182 + .. ·-,,_. f-· ····--·""""" _,,_ l),11. l l INII.AL DAIi:. 1-....... ____ ,, ___ ,_,_ INITIAL (.)T-E.R Ar'f"P.:1VJ\L CITY D.PPROVAL O' 4-0' -----20' 801 SCALE: 1" ~ 40' PLANTING PLAN SHEET CITY OF CARLSBAD SHFTTS L-22 28 PLANNING DEPARTMEtH -~ MASS GRADING PLANS FOR: POINSETTIA SHORES ,/,7 C.T. 94~01 APPRO~~ It)! //-tf-9¥ ASSISTMIIT PLANNING DIRECTOR " ' DATE 1JWN RY ' ' F'R,:J.l[CT ~o DRAWING N:J CH"[) BY RVWD BY: CT 94-01 337-9M CMWD 94-503 Dole, Oo/25/1' Time 10 '4 PC 17 Fil F ~C \,108S\'.i? IO 1 !'i\Vi' I 5~G I() DWG l' I I I 1~ Rl 00 0 -N Ul fil . "' "' b .,,_ o-t0H N 0:: 1o "" ,..: " 0 I _,,, i ' ' : ' APPROVED 1.FGR PLANTING AND IRR I QA TION ONLY, INCLUDING P.RBCISE LOCATION OF PLANTING AREAS. • I : ! ,. • \ \ • : i I i I i: \ :i 1 I I I N z L:.J I - 0 "! ~ "'· --<O -<O II f' "' "' <D MIi ..., ...., r-.. N "' \• " MATCH LIN£ SEE SHEET • \ DISTRICT IMPROVEMENT o A NGs -r .•. · ,--, 1 SEE POINSETTIA SHORES SS SMENT . ·-:-:-If: FOR SLOPE PLANTING AND I IGATION ... M,: .. · .... 'j DWG. NO. 337-9L · i _ l I . ··.·I ... /·.. < \ -=( {:I \ ~ \ \ \ \ \ \ \ \ \ \ \ I 50 \ \ \ ~·- LOT 3'\ \ \ \ \ \ \ \ \ I \ \ \ \ LOT 4 \ \ \ I \ \ \ \ \ I 01::•· _(!j, MATCH LINE I '- SEE o✓~ DESIGNED BY: DATE "AS--BUILT DRAWN BY: 'SCALE: ,· = 40' PROJECT MGR.-JOB NO.: CONSULT NT s P.E. EXP 7220 Ave°At~ Ercin.':l'3 ::ivil fn9,neering \ Suite 204 ~1u·1r11r1g PEVlcWED BY Corlsb<)d. Cc.)liforriio 92009 8 roce'.l:.<ing 619-931-77:)0 Suveying OATE: Fox:619--931 .... ·8690 -----· RCE: INSPECTOR ·• " : DA.-E ' DATE • ~- "~ ~ ~·~ ~ .-r-""i I -/ I 31\::: ► ---1 ("") ::::c C z: ,.,, KEV MAP EXISTING PALM TREES LOCATED ADJACENT TO ...,...--,. STREET SHALL BE PROTECTED IN PLACE. • . NO. -L-22 ~~~ \ --\ L-24 • NOT A PARTOF THIS CONTRACT, EXISTING PALM TRl:ES SHALL BE REMOVED AND SAVED ElTH.EFtON SITE OR OFF SITE AT A NURSERY FOR FUTURE USE. ~F EXISTING PALMS ARE TO BE STOCK PILED 6N.SITE THE OWNER'S REPRES-ENTATIVE0 $HALL COORDINATE THE CONTRACTORTO DETERMINE A LOCATION OUT "op THE GRADING OPERATION. A TEMPORARY IRRIGATION SYSTEM SHALL BE FURNISHED TO EACH PALM TREE. \ I • ~ c::z, ...... ,, & ......, • I \ r----------/ \ L----------1 \ \ \ \ ;\ ' i I . \ \ \ \ I I , I \ f \ I ' I I \ \ I J I I-"-, \ • I I \$\ r f '---\ \ \ \ I I'. A i . I \ /' I \~~!' I I l I I I I I ' ' \ \ \ \ ,.JOVEfl CROP --\ 1~-\, ·, 1 \• \ · ~I slope~ _fi:1. or st . if shall re6eiv~ a\;p~~r crop (hydroseed mix 'A', se.e spec1f1cat1ons). ute mesh shall be rllqulfed when planting occurs ~~tween August 1 ~ an ~-__ \ ··.... ·• ----t----~ ------1 -.........____ ---.... ----..........:: -- TESHIMA DESIGN GROUP LANDSCAPE ARCIIlTECTURE LAND PLANNING 9903 BuslnessJ)8l'k Ave., Suite C San Diego, CA 92131 Telephone: (619) 693--8824 FAX:(619)693-1182 O' 20' 40' 80' ----- SCALI: 1' ~ 40' PLANTING PLAN SHEE S 28 MASS GRADING PLANS FOR: BENCHMARK: 1---+-----1-------------.. ---------------POINSETTIA SHORES DES:RIPTION STANDARD DISC SET RUSH IN EAST CORNER ON NORTH ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLJNE OF NORTH BOUND CARLSBAD BLVD. ON PONTO STREET BRIDGE NO A7882 RECORD FR8M: NORTH COUNn' VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 ELEVATION: 50.558 M.S.L. C.T. 94-01 1---+----+----+------····· ............. --------------+---+--+---+-----1 DATE INITIAL ENGINEER OF WORK REVISl:)N DESCRI :,TION INITIAL INlilAL OTH(; APPROVAL CITY APPROVAL OWN FW: CHh) BY: __ _ RVWD BY: PROJ[CT NO CT 94-01 DRAWING NO 337-9M CMWD 94-503 Date· 05/25/94 Ti-n~: 11 :09 PC #2 f"ILE=C:\J0BS\ 921016\<l21 6~6.DWC N co ~ 0 s: cc I I I I I I I I t ' . I' I I ' . . " ' . :, . , \, J .. ' \ \ I \ ... I ' ' . I • • I . . ... . -I \ . \ \· I . ' \ f TE&Bi" DESIGN GROUP L\l'lll8CAPS ARClll'nlCTllHB LA!ID PLAl'ffllNQ IIIIOS I> ◄ pad,. ML, 8alte C -Dlqlt,CA 92131 Tw1l (819) 1113 9924. l'AZ: (811J 888-ll8ll • II. • 4'11 .. ' • • I I ( I I I . . . _...,..1 . ' . . . . ' .. ., . . ' I \ ' . ' ' . ' ,,, . . . ,. t } . I . I I j ... I , ' . . ' ' ' ... . ---- 0 7220 Avemda lncmas S1.11tei 204 Coi1lb0d Co1iforn10 92009 819-931-7700 rax 819-931-8680 , , ... .. ' ' 4 15 GAL. .. M~TCH LINE \ TRI. CON. . \ \ TYP. THIS SYM. 20 1 GAL. LOT 4 \ RAP. SPR. TYP. THIS SYM. \ I -\ !')3Ji0' • C1v1I En,gmNrin1;1 P1ann1nQ Proceee:11,9 Sun,a,1ng 1 GAL .. .. .. . . ... .. ------ ......... ......... ......... DESIGNED BY: ___ DATE· ___ _ "AS-BUILT " DRAWN BY SCALE: ]" • 40' PROJECT MGR • JOB NO.:. ___ _ 1-----------------t P,E.___ EXP ___ _ REVIEWED BY· DATE: RCE INSPECTOR \ \ \ \ \ \ \ \ \ ' \ .. • \ \ \ \ ~ ' , DATE DATE .. .. . . ... .. I ···•·· . ' ...... ' I • • •··•· ... .... .. ... , . ..... .... .. .. .. .. .. .. .. . . .... . ......... .. ... ' .... .. . . .... .. .. • ... . .. .. . ... .. ·- h , h .. ~ ·-· APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: Of'iCRIPTIDN STANDARD DISC SET FUISH ti £AST CORt€R ON NORTH ABUTMENT OF fAST BRIDGE LOCATION APPROX 300 FEET SOUTH OF SOUTH ENTRY TO CARI.SEW) STATE PM!< 40 FEET FAST OF CENTERLINE OF NORTH BOUND r.ARLSMD BLW. ON PONTO SIRE[T BRIDGE NO. A7882 RECORD FROM NORTH COUNTY VERT1CAL CONTROL DATA BOOK, PAGE 135 NO OC 0147 ELEVATION 50.558 11.S.L I . , .... I I /. I ll: ' ' ..... DATE ' I ,. I I ' ' I : I , --I I , N ?1'21° ,£ : ..n I • f I 'IIIV.II. • I I . I ,; . I ' lOT 11 MA.IP 11616 ' ' ' ' . \ . . . ' . . \ ' \ . . . . I .. \ I ,, . . .. I I ' • KEY MAP· .. \ ·, ,, \ ... . ;- : I --- ; I : . . . . . '· , y . ' ' . . . I I . \ COVER C°ROb\NQTE: i :· . . \ · \ All slopes 6:1 or 'keeper shaN r:a:elve a caver CIOID (h)ldroaaect mix •k, see specifications). Jute mfs~.•hall be 1'8Qui1'9d whe~ planllng oc:cure_,, • .... between August 1~ ~d Aprl,t 1~' '.. ·• '-. \ 't \ . I • / \ \ ... ... . .. .. . . .. ' I \ ... ' \ .. . .. '· \ . . ' \ ,. .. , ' .. a'·· 211· ---------80' SCALE: ~• z 40' , PLANTING PLAN N a, ... 0 :ii: a: -----------, ____ ~ I CITY OF CARLSBAD 11 SHerrs I ·-----·--· -. . : PLANNING DEPARTMENT : 28 --·------MASS GRADING PLANS FOR -----■■ -. . -. . -. . . . . -. ----POINS ~TTIA SHORES ~-C.T. 14-0I APPROVE? ~ft,,/ //-IF-'Jt' ASSISTAN'!"":"" ~•-•~NING DIRECTOR □All .in . ■ --· ---.. 1----■ OWN BY PROJECT NO INlnAL DAT[ INITIAL. DAT[ INITI~ CHKO BY [NGIN[[R or WOIIK RtVISION DESCRIPTION OIHt~ .,.PRO\IAI CITY APPROVAL RVWD BY I CT94-01 I DRAWING NO 337-9M CMWD 94-503 Ovt• 0$/t~/9• 1,,,,. no~ PC 12 rr1,-c\JOll5\t2101r,92111MG1DWG b ·' 0 ~ \ 0 ;:. "' ' ;-, 9 N "' 7 -I -- ,,____----+-" u "' 7 1-@-J 8 -----<S 1@ 3 ~-------<2 1. (2) T' DIA 10" LONG LODGEPOLE PINE STAl<ES, PERPENDICULAR TO PREVAILING WINDS. 2. V.I.T "CINCti TIES", OR EQUAL. WRAP AROUND TRUNI<. NAIL EACH END TO EACH STAl<E 3. TREE TRUNI< 4 CUT TOP SECTION OFF OF ST Al<E DAMAGED BY HAMMERING 5. 1" X 4" CROSS TIE 6. ROOTBALL BACKFILL. PUDDLE AND SETTLE. SET TREE 2" ABOVE FIN. GRADE. 7, ROOTBALL 8. 4 X ROOTBALL DIA. 9. SAME DEPTH AS ROOTBALL 1D. 5·• WATERING BASIN, EXCEPT IN LAWN AREAS. REMOVE AFTEI\ MAINT. PERIOD 11. FINISH GRADE 12-PLANT TABLETS ( 4". 6" BELOW GRADE) 13. PLACE STAKES OUTSIDE OF ROOTBALL, OFFSET FROM TRUNI< 3". ® TREE DOUBLE STAKING· N.T.S. APPROVED FOR PI. .. <\l'fT ING AND IRRIGATION ONLY, INCLUDING ERECISE LOCATION OF PLANTING AREAS. g:~f':::ls 7220 A..,..nioo Encinas Q"'11 Er,.g,noc;nng S.,,.,tc ZO-i-Plof"lning Cor1•bod, Californi,o i2009 P~oc;;e,:r,;1n9 (119-'il.ll-7700 ~~r,q Fa,d:i 19-Bl-8680 1 -SHRUB 2 -ROOTBALL 3 -SLOPE 4-6"MIN. 5 -2 x ROOTBALL DIA. 6 -WATERING BASIN (IF REQ"D.) 7 -PLANT TAflLETS (3" flELOW GRADE) ~ -,,._....,,.,,, ..... ~---": -; 6 9 -FIN. GRADE AT SLOPE (AS REQ"D.) IO -TOP OF CURB, PLANTER, OR PAVING 11 -FIN. GRADE AT EXISTING SLOPE (AS RECl"D.) 12 -PLANTING BACKFILL (PUDDLE II. SETTLE PLANT AT FIN. GRADE). @f-----'S'-H_R_U-'--B_P_L_A_N_T_IN_G __________ S_EC_T_IO_N_ N.T.S. TREES SHRUBS ' GROUND COVERS .. AS-BUILT ,, DESlGNEO BY: DATE: DRAWN BY, SCAl.£: 1· -40· PROJECT lolGR. · JOB NO.: P.E. EXP. DATE REVIEWED BY: O,f.TE: RCE, INSPECTOR DATE 3>---~ 1. 2· 2. PREPARED SOIL 3. FINISH GRADE OR WALK SECTION 4. SEE PLANT LEGEND 5. CONCRETE MOW STRIP 6. 6" PLAN ©r-G_R_O_U_N_D_C_O_V_E_R_S_P_A_C_I_N_G _________ N __ T-.S-. PLANT MATERIAL LEGEND .,..v..., .. ..-., BOTANIC'" ~IAUC r-nMMON NAME: CIT VAL Citrus s_ 'Va.lencia' Valencia. Orange TRI CON Tristania conferta Brisbane Box CIS PUR Cistus purpureus Orchid Rockrose COT 'LOW' Cotoneaster 'Low fast' Dwarf Parney Cotoneaster GRE 'NOE' Grevillea 'Noellii' No Common Name LEP SCO Leptospermum s. 'Ruby Glow' New Zealand Tea Tree NERO 'P P' Nerium o 'Petite Pink' Petite Pink Oleander RAP 'SPA' MYOP.C Raphiolepis i_ 'Springtime1 Springtime Hawthorn Myoporum 'Putah Creek' Prostrate Myoporum HYDROSEED MIX A ... HYDROSEED MIX 6 ... BENCHMARK: DESCRIPTION: STANCWlO DISC SET f'WSH IN fAST CORNER ON NOR'IH Mll/Tl,100 OF EAST BRIDGE LOCATION: APPROX. JOO FEET SOUTH OF SOUTI1 ENTRY TO CARLSfWl STATE PARK '4<J FEET EAST Of CENTERLINE OF MOR'lH BOUND CARLS8AD BLVD. ON PONTO STREIT ffilDGE ND. A78B2 RECORD FRO.t. NORTH COUNTY VERTICAL CONTROL O,.,TA BOOK. PAGE 155 NO. OC OH 7 n1•ANTITY 67 393 1115 1019 717 607 682 492 DAT£ Mil!.. SIZE m••1GHT 24" box 10' · 12' 15 gal. 6'-7' 01 gal 8"·1 O" 01 gal 10"-12" 01 gal 8" · 1 O" 01 gal 8"-tO" 01 gal 8" -1 O" 01 gal 8"-1 O" Flats ... ... --· ... --· /1\ INITW_ ~0M~~ ...... 4' -5' 3'-4' 8"-1 O" t0"-12" 8"-1 O" B"-1 o·· 6"-8" 8"-10" ... . .. ... RE .... "-°KS Std. trunk, stake. Std trunk, stake Full and bushy to ground, go Full & bushy to ground, good Full & bushy to ground, good Full & bushy to ground. go0< Full & bushy to ground go0< Full and bushy to ground, go Full flats@ 12' O.C. wi good See specifications See specifications TESHIMA DESIGN GROUP LANOSCAPE ARCHITECTURJ;; LAND PLANNlNG 9903 Buslne""parl< Ave., Suite C San Olcgo, CA 92131 Tdephone; (619) 693-8824 FAX: (619) 693-1182 - o;.n: PLANTING NOTES 3. 4. 5. 6. 7. 8. Contractor shall have a soil sample analysis completed by a licensed agronomic laboratory after leaching of salts and prior to any planting of plant material. All plant material shall be approved at the project site by the Landscape Architect prior to planting. All plant material rejected by the owner or Landscape Architect shall be removed from the project site at no additional cost. All placement of plant material shall be approved by the Landscape Architect prior to planting. Submit photographs of typical tree of each variety and size, to be provided under this contract for approval by tho landscape Architect prior to delivery of trees to the project site. All ~lant sizes are minimums. Sizes are typical for each plant species. All plants are to be free of disease and scars, and are to have good color, full heads, and good caliper (3/4" -15 gallon, 1" • 24" box, 2" • 36" box, 3" • 48" box). All new planting areas, except slopesof 1 :4 or steeper, shall receive a 3" layer of bark, pea size (1/4"-3/4"). Prior to planting, irrigation system shall be fully operational and a!I planting areas shall be fully watered immediately after planting. Prior to planting, all planting areas shall be free of weeds, rocks and debris. Rake and fine grade all planting areas prior to planting. 9. Upon completion of planting operations and before any site observations, remove all extraneous material and debris, and broom and wash the area clean. 10. Contractor shall protect in place all existing plant material except where proposed locations of new improvements. HYDROSEEDING NOTE: All areas disturbed, but not completed, during the construction season, shall be hydroseeded upon completion of grading (1/31/95 for the east side and 12/31 /95 for the west side ). A hydroseeding schedule shall be submitted indicating the seed mix, amounts, areas of application, and monitoring and maintenance provisions of the hydroseed program. Said planting shall be accomplished under the supervision of a licensed landscape architect, shall provide adequate coverage within 90 days, and shall utilize vegetation of species compatible with surrounding native vegetation, subject to Executive Director approval. MONITORING AND MAINTENANCE OF SLOPE HYDROSEEDING SHALL COMPLY WITH THE COASTAL COMMISSION CONDITION #5.e. PLANTING DETAILS & LEGEND ~ I CITY OF CARLSBAD 11 $HITT$ I : PLANNING DEPARTMOIT : 28 MASS GRADING PLANS FOR I POINSETTIA SHORES /" APPRCNED/v~LIY /f-ff-J&j ASSISTAN'l'af'LAr4NING DIRECTOR . DATE OWN BY: PROJECT NO_ DRAWING NO. .. ITTAI. o;.n: INiTTAI. CHKD BY: ELfYATION: 50558 IISL =~ or WORt< REVISION DESCRIPTION OTI-tE:R APPROVAL CITY /oPf'f<CfYAI. RVWD BY: I CT 94-01 I 337-9M CMWD 94-503 Oo1ec 05/00/>< f..,.; Oll:J7 PC f2 Rf,C-\JOOS\91101~"716"17 □"':: N co -0 == a: / SECTION 02B10 IHRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A_ THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TOTiilS SECTION AS FULLY AS IF REPEATED HEREIN B. 1.02 A. THIS SPECIFICATION IS A SUPPLEMENT TO THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. THE CONTRACTOR SHALL INSTALL ALL IRRIGATION WORK IN ACCOR DENCE WITIJ THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S SPECIFICATIONS. SCOPE: THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN 1. RELATED WORK: (A) LANDSCAPING SECTION ( 02900) 1.03 SUBMITTALS: A_ SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUcACTURER'S BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 A. 1 05 A_ B 1.06 1.07 A. GUARANTEE: FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD Of ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE· AT THE CONCLUSION OF THE MAINTENANCE PERIOD -ON COMPLETE WATER IRRIGATION SYSTEM. INCLUDING NON-SETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR TIIEREFROM OBSERVATION: IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED ANDIOR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: 1. 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 OBSERVED AND APPROVED. 2. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BAGKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3. 4. WHEN THE SPRINKLER SYSTEM IS COMPLETED, 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 COMPLETE AND ADEQUATE THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF TliE LANDSCAPE WORK. TESTING: ALL PVC MAIN AND LATERAL LINES SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH DO NOT GOVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED_ CONTRACTOR SHALL FURNISH ALL EQUIPMENT REQUIRED FOR TEST INCLUDING SEVERAL PRESSURE GAUGES AS REQUIRED BY CITY INSPECTOR. RECORD DRAWINGS: BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. 1 . 2_ 3. 4. 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 TI-IE RECORD DRAWINGS ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE•HALF FOOT. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER_ ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROU.ER 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 ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL TiiEN BE SECURED TO TI-IE INSIDE OF TI➔E COVER IMMEDIATELY UPON INSTALLATION OF ANY BURIED PIPE OR EOUIPMEIH 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. 1 .08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCAL LY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO TIIE CONTRARY IS GRANTED BY THE DISTRICT 8. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN TI-IE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED 8Y HIS OPERATIONS. C. D. E. F. G H. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUStD 8Y ACTUAL SITE CONDITIONS. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHAU. GARE FULLY CHECK AND VERIFY ALL DIMENSIONS PI..AN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF FOUR (4) INCHES FROM EACH OTliER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT 8E INSTALLED DIRECTLY OVER ONE ANOTHER. DIELECTRIC BUSHINGS SHAU .. BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. L POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER_ THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SI iUT-OFF. K. CONTRACTOR SHALL ACQUAINT HIMSEL.F WITH ALL SITE CONDITIONS. PART 2 -PRODUCTS 2.01 MATERIALS: A PIPING· PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1. PVC PRESSURE MAINUNE PIPE FITTINGS:: 2. 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 BE THE DISTRICT ENGINEER OR INSPECTOR, TI-IAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. STENCIL ED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. (A) (B) (C) (D) (E) (F) (G) (HJ PRESSURE MAINLINE PIPING FOR SIZES Z' 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 "01784". 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 MAINllNE 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 SPECIFICATIONS PS·21-70. PVC SOLVENT-WELD FITTINGS SHALL BE SCHEDULE 40, 1-2, 11-1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE 02466 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 TI-IE FOLLOWING MARKINGS. 1 . 2 3. 4. 5_ 6- MANUFACTURER'S NAME NOMINAL PIPE SIZE SCHEDULE OR CLASS PRESSURE RATING IN PS I. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL DATE OF EXTRUSION ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE LP.S. SCHEDULE AND NSF SEAL OF APPROVAL A.G.P., 4" AND ABOVE, SHALL HAVE TI-IE WORDS "RECLAIMED WATER" STENCILED IN 2-INCH GREEN LETTERS ON BOTH SIDES OF TI-IE PIPE IN AT LEAST THREE PLACES IN A 13-FOOT SECTION OF PIPE (TOTAL OF SIX PLACES PER SECTION OF PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING "RECLAIMED WATER" IN 518" LETTERS REPEATED EVERY 12 INCHES. PVC NON-PflESSURE LATERAL LINE PIPING (A) APPROVED FOR PLANT ING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. (B) NON-PRESSUflE 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 B. C D. E_ F. G H. I. 3. (C) EXCEPT AS NOTED IN PARAGRAPHS (A) AND (B) OF SECTION 2.01.A.1(A) AND (B). 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 2.01.A.1 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED) ALL UNSIZED END RUN LATERAL LINES SHALL BE 1/2" PIPE, CL 315 PVC. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, B5% RED BRASS. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE 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 INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND 02466. 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85¾ RED BRASS FITTINGS AND CONNECTIONS. 3. 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 0. BOX 450, SUN PRAIRIE, WISCONSIN, 53590, (PHONE: (608) B37-7197). WARNING TAPES SHALL BE INSTALLED DIRECTLY ON TOP OF THE PIPE LONGITUDINALLY AND SHALL BE CENTERED. THE WARNING TAPE SHALL BE INSTALLED CONTINUOUSLY FOR TI-IE 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 TI-IE 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. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO TI-IE AUTOMATIC CONTROL VALVES SHALL BE NO_ 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4164 INCH INSULATION, 4164 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR GODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF-CONTAINED OUTDOOR TYPE, WALL-MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CONTROLLER ENCLOSURE_ 2. 3_ 4. 5_ 6_ 7_ 8. 9. UNIT SHALL HAVE A MINIMUM OF STATIONS CALLED OUT ON PLANS. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. UNIT SHALL BE A 120-VOLT, 60-CYCLE CONTROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT TliE CLOCK ANY STATION MAY BE REPEATED INDEPENDENn YIN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. CONTROL PANEL SHALL BE REMOVABLE PLUG-IN TYPE. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF GASE, MANUFACTURED OF 14-GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITiilN ONE PROTECTING COVER CONTROL VALVES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. VALVE BOX: 1 . 2. FOR REMOTE CONTROL VALVES 9-112" X 16.X11· RECTANGULAR BOX MANUFACTURED BY CARSON INDUSTRIES #14129-12B WITH PURPLE BOLT DOWN COVER OR APPROVED EOUAL. FOR BALL VALVE: 10· X 10'114" ROUND, GARSON INDUSTRIES #910- 12B WITl-1 PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION SLEEVE TO BE PVC-6· MINIMUM SIZE. 3 FOR QUICK COUPLER VALVE, SEE VALVE BOX FOR BALL VALVE. ANTI-DRAIN EXCESS FLOW VALVES: ANTI-DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT AI.L LOW HEAD DRAINAGE OUICKL Y AND POSITIVELY AFTER RVC SHUT-OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS TI-IE RISER. THE ANTI-DRAIN VALVES SHALL BE HUNTER HGV. OR APPROVED EQUAL SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. QUICK COUPLER ASS EMBLY: 1. NON-POTABLE QUICK COUPLER VALVE: (A) (B) QUICK COUPLER VALVE SHALL BE 1 • SIZE: LOCKING CAP, RUBBER COVER WITH NON-POTABLE WARNING LA8EL WITH ACME THREAD TYPE. QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIB ASS EMBLY. BENCHMARK: DESIGNED 8Y: OI\TE: ____ _ "AS-BUILT " DfSCRIPTION· STAN[AA() lllSC SCT FU!SH ~ EAST CORNER ON HORTH ABUTMENT Of EAST f!Rl{)G( TESIIlMA DESIGN GROUP LANDSCAPE ARGHITJ;;CTURE LAND PLANNING 9903 Buslnessperl< Ave., Suite C Son Plcgo, CA 92131 Telephone: (619) 693-8824 Y.\X: (619) 693-1182 A C O N S U L T Allfi T S 72?0 ;.n,ra;.,ia I.f!Gtr,,(11 S.,.,i\c Z0-4 u,,-1.b,;,d, C-ali1Q,f"f\,I() 1112009 519-831-7700 fcx:61'1-9~1 -8560 Qyil [~i,.._rir,9 Pio~~ Prooe;nmQ s,.......,..y,111;i DRAWN IJ\': _____ SCALI:: PROJECT MCR.·~ ___ .IOB NO.: _______ _ 1-----------------------il P.E:. ___ _ R[Vl[WED BY: INSPECTOR E:KP. ____ _ DATE DATE LOCATION: N'f'RO)(_ JOO Fffi SOUTli Of SOUTH EWTRY m CARLSIWJ STATE l'ARI( ,IQ Fffi OST Of COITERLlN£ OF HORTH OOUNO CAALSl::WJ Bl.YO. ON PONTO STR!:IJ IIR1DG£ IIO. A1882 RECORD FROM INORTH COUNTY VERTICAL CXlNTROL Oil.TA l!OOK, f"AG( 155 NO. OC 0147 [lIVATION: 50_556 11.S.L J_ CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING- LOADED AND SWING CHECK_ K. BALL VALVES- 1. BALL VALVE 1 INCH SIZE TO 2 INCH SIZE SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF ADJUSTING TO COMPENSATE WEAR_ BALL VALVES SHALL HAVE MOLDED MICRO· FINISH BALL WITI-1 LOW TORQUE REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE - "PRELOADED" STEM SEAL AND IMPACT RESISTANT HANDLES. 2. BALL VALVE 2· SIZE TO 4• SIZE SHALL HAVE DOUBLE UNION win; ONE END BLOCKED WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION_ END CONNECTOR CARRIEfl AND STEM O'RING ARE EPDM_ 3. PRODUCT: 1" -2" SIZE (KING BROS. LO-TORQUE BALL VALVE MODELS LT_ 1000-T THAU LT 2000-T) 2" -4" SIZE (KING BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA 91384 PHONE· (800) 541-2672 OR (805) 257-3262. M. CONCRETE FOOTINGS SHAL.L BE 2,000 PSI CONCRETE AT 28 DAYS. N BACKFILL SHALL BE CLEAN FILL SOIL. 0. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1. TWO 12) CONTROL VALVE KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. 3. ONE (1) 48" TEE WRENCH FOR OPERATING GATE VALVES. 4_ SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIB ASSEMBLIES. 5. FIVE (5) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. P. PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING. SEE DETAILS AND DRAWING. PART 3 -EXECUTION 3_01 GENERAL REQUIREMENTS: A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS_ B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTl-lER UNDERGROUND UTILITIES AND RECEIVE TI-IE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES 3-02 INSTALLATION OF IRRIGATION SYSTEM: A_ EXCAVATION AND BACKFILLING OF TRENCHES: 1. 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_ 2. DEPTl-1 OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE 18" MINIMUM POLYVINYL CHLORIDE NON-PRESSURE LINE 12· MINIMUM 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90¾ COMPACTION HAS BEEN ACHIEVED_ 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. B. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING. AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 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. 5-PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR 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 BEVEL.ED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9-PLASTIC TO METAL JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT~WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. 12. THRUST BLOCKS: TI-!RUST BLOCKS CONSISTING OF A MINIMUM OF ONE (1) CUBIC FOOT OF CONCRETE (2,000 PSI) SHALL BE INSTALLED AROUND MAIN LINES THREE INCHES (3") AND ABOVE AT ELBOWS AND AT POINTS OF CHANGE IN DIRECTION. C. INSTALLATION OF BRASS PIPE: 1 _ CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTf.R OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2_ CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY_ TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES_ CAULKING IS NOT PERMITTED. D. REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE 2. 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_ INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE Tl1AN 300 FEET, SPLICES AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-112 INCHES OF INSULATION FROM EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS_ (3) SEAL CONNECTOR IN EPOXY RESIN. (4) TAPE COMPLETED SPLICE WITI-1 SCOTCH 33 ELECTRICAL TAPE. 6. NUMBERING AND TAGGING IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITI-1 NUMBER OF CONNECTED VALVE E_ AUTOMATIC CONTROLLER: 1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND 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. 2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN TI-IE PEDESTAL OF THE CONTROLLER_ ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE 3. 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 SWITCH SHALL BE INCLUDED. 4. CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE F. REMOTE CONTROL VALVES: L INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL INSTALL NO MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VAL VE BOX LID. G. VALVE BOX: 1. INSTALL VALVE 80XES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. H SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN 2 NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA THIS SHALL BE DONE AFTER TI-IE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY TIJE ARCHITECT TO DO SO. I. QUICK COUPLER ASSEMBLY: 1. INSTALL ALL OUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED_ SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE ANO A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED. J. BALL VALVES: 1 _ INSTALL WHERE SHOWN AS DETAILED_ SPECIFICATIONS MASS GRADING PLANS FOR: --------<-----<f--------------------+---·· -----+-----!---POl~TTIA SHORES / ~-··/.,,,. - M>=PR=QV£_~:1/='0~1/~/ccc'•IL,,e-"=0===-----'-/j..Jf-o/ ASSISTANn'LANNING DIRECTOR OIi.TE: f,\ o..n: o,c;,N[O<Ofll'(H( REVISION DESCRIPTION CMWD-94-503 o,,,,-o:;,,,.,., r,.,., .,.," ..; fl nr-c\l(J!'S\_,11on,\"11R:11!!00; K. BACKFLOW PREVENTER: 1. B~CKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD WITH MANUFACTURER"S SPECIFICATIONS. LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 2. EXACT LOCATION AND POSITIONING SHALL BE PER THE CITY OF CARLSBAD WATER DISTRICT DETAIL AND VERIFIED ON TI-IE SITE BY THE ARCHITECT. L PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT M. INSTALLATION OF ANTI-DRAIN VALVES; ANTI-DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURE INSTALLED ANTI-DRAIN OEVICES- N. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS IN SHRUB PLANTING AREAS. INSTALL QUICK COUPLER VALVES NO FURTHER THAN 1 oo· APART_ 0. SLEEVING: 1. CROSSING OF ROADS WITI-1 IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE_ IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTI-1 OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTI-IER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTAl . .l.ED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18" BELOW FINISHED GRADE. 3 SLEEVE SIZFS FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES ◄. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN 0-1. AND 0-2 ABOVE. 3 03 CLEAN-UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT. CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO TIJE PLANTINGS. SECTION 02900 LANDSCAPING PART 1 -GENERAL 1 01 GENERAL CONDITIONS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION. AND MUST BE FULLY CONSIDERED IN CONNECTION THEREWITH. 1.02 SCOPE A. B. 1.03 A. 1.04 A. 1.05 A. B. C. 1.06 A. THE WORK INCLUDES ALL SERVICES, LABOR. MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT. RELATED WORK: 1. 2_ EARTI-IWORK IRRIGATION SUBMITTALS (SECTION 02200) (SECTION 02810) CONTRACTOR SHALL SUBMIT A 1YPEWRITTEN LIST WITH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC .. WITI-1 QUANTITIES OF EACH. DEFINITIONS OF TERMS 'PLANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, PLANTED WITH TREES, SHRUBS, AND/OR GROUNDCOVERS. GUARANTEES AND REPLACEMENTS PLANT MATERIALS: PLANTS (1 S·GALLON SIZE AND LARGER) SHALL BE GUARANTEED TO LIVE AND GROW IN HEAL THY CONDITION FOR ONE YEAR AFTER ACCEPTANCE PLANT MATERIAL SMALLER THAN 15-GALLON SIZE: SHALL BE GUARANTEED TO LIVE AND GROW IN VIGOROUS HEAL THY UPRIGHT CONDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF WORK (EXCLUDING SicASONAL COLOR). REPLACEMENT; ALL PLANTS NOT HEAL THY AND IN VIGOROUS GROWING CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED. PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO COSTS TO OWNER VERIFICATION OF EXISTING CONDITIONS ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE LAND PLANNING B 1.07 1.08 A. B. C. D. E. 1.09 A. B. C. 1.10 A. 9903 Businessp,uk Ave .. Suite C San Dleeo, CA 92131 Telephone: (619) 693-8824 FAX:(619)61J3..ll82 P220 "'--nid,,;i [roe~• t,.un,,.. ,J-0.tl C.:.t1!1b,ld, Cti,lifCl<r"ltQ 92009 6111-951-7100 Fo"~ 19-~~, -e68o PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE LOCATION OF All UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE EVENT OF CONFLICT BETWEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT. AND ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. PROTECTION OF EXISTING IMPROVEMENTS DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES. FIXTURES. AND EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO TltE OWNER. INSTRUCTIONS AND O13SERVATION ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN WRrTING. THE CONTRACTOR'S SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A JOINT OBSERVATION WITH THE OWNER'S REPRESENTATIVE OF THE WORK THE CONTRACTOR SHALL HAVE SUFFICIENT WORK PERSONNEL AVAILABLE DURING NORMAL WORKING HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE-WORK SEf1VICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF REGULAR PROJECT SCHEDUL.E. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AT THE PLACE OF GROWTH AND/OR UPON DELIVERY TO THE SITE FOR QUALITY. SIZE AND VARIETY SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF WORK FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTS, OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT_ SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT THE CONTRACTOR SHALL NOTIFY TI-IE LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVATION WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE WORKING HOURS ON EACH OF THE STEPS OR CONDITIONS LISTED BELOW TI-IE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION. TIIE CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE LANDSCAPE ARCHITECT. TIJE CITY INSPECTOR SHALL BE PRESENT FOR ALL SITE OBSERVATION MEETINGS. 1 _ PRE-CONSTRUCTION MEETING; IMMEDIATELY PRIOR TO THE COMMENCEMENT OF WORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND EOUIPMENT TO BE USED, AND METHODS OF INSTALLATION 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO TI-IE SOIL: SOIL TESTS PERFORMED BY A LICENSED LABORATORY SHALL BE SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABll.lTY AND APPROVED BY THE CITY AND THE LANDSCAPE ARCHITECT ONCE ROUGH GRADING HAS 8EEN COMPLETED, AND PRIOR TO INSTALLING ANY PLANT MATERIAL 3_ UPON THE COMPLETION OF FINISH GRADING AND MOW CURBS LAYOUT IN THE FIELD. BUT PRIOR TO MOW CURB INSTAL.LATION. 4. APPROVAL OF ALL PLANT MATERIAL OUALl1Y. 5_ 6_ 7. LAYOUT OF PLANT MATERIAL. PRE-MAINTENANCE OBSERVATION: WHEN PLANTING AND ALL OTHER INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJECT. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR TI-IE GUARANTEE PERIOD. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WORK OF THIS SECTION, TIJE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. SUSPENSION OF WORK THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE OWNER ANY NECESSITY TO SUSPEND THE WORK WHOLLY. OR IN PART, FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE TO UNSUITABLE WEATHER. OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE REASONABL"E PERFORMANCE OF THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL TAKE EVERY PRECAUTION TO PREVENT DAMAGE OR DETERIORATION OF THE WORK PERFORMED. THE CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS. ETC., AND ERECT TEMPORARY STRUCTURES WHERE NECESSARY. GRADING. SOIL PREPARATION, AND PLANTING WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF TI-IE SOIL SHOULD REACH A LEVEL TI-lAT WORKING IT WOULD DESTROY TiiE SOIL STRUCTURE, SPREADING, GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE ATTAINABLE. CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH DUPLICATE SIGNED. LEGIBLE COPIES OF CERTIFICATES AND/OR INVOICES STATING THE BRAND. GRADE, AMOUNT AND QUANTITY OF EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS. RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. B. 1. 11 A. 1.12 A. B. C. 1.13 A_ 8_ C_ D_ E. F. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THEREWITH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY. AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY_ THE ITEMIZED LIST. IN DUPLICATE. FOR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. PARTICULAR CARE. USING APPROVED EQUIPMENT, SHALL BE EXERCISED TD ENSURE SAFE LOADING. UNLOADING. SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN-PLACE LOCATIONS INDICATED ON THE DRAWINGS_ PLANT MATERIALS QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. INVOICE OF MATERIALS UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES. TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF TI-IE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT. WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF TiiE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING TI-IE TOTAL AREA AND/OR THE AMOUNTS SPECIFIED IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, TI-IE LANDSCAPE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REOUiREMENTS SPECIFIED, A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE. RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE OWNER'S REPRESENTATIVE AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL. MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. PROTECTION OF EXISTING TREES. SHRUBS AND VINES IT IS THE INTENT OF TI-IE PROJECT TI1AT CERTAIN AREAS OF THE EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE REMOVAL OF ANY TREES. THE CONTRACTOR SHALL CONFER WITH TI-IE LANDSCAPE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE TO REMAIN IN THE PROJECT DAMAGE TO A PLANT WHICH RESULTS IN DEATI-1 OR PERMANENT DISFIGURATION SHALL RESULT IN H1E COMPLETE REMOVAL OF THE PLANT, INCLUDING ROOTS, FROM THE SITE BY TI-iE CONTRACTOR. TI-IE CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE LANDSCAPE ARCHITECT OR REIMBURSE THE OWNER THE COST OF SAID REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE OF THE CONDITION OF THE PLANT. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED AT ALL TIMES FROM DAMAGE BY MEN AND EQUIPMENT ALL DAMAGE BY THE CONTRACTOR TO EXISTING PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PERSONNEL APPROVED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL AND/OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL. TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIPLINE (THE OUTSIDE EDGE OF FOLIAGE OVERHAND) OF ANY TREE OR SHRUB OR WITHIN 6' OF THE TRUNK OF A VINE. SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO THE OWNER. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS: WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO EXISTING TREES AND SHRUBS. ALL POSSIBLE CAUTION SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER. CUTTING OF ROOTS 2" AND LARGER SHALL BE ONLY ON THE APPROVAL OF THE LANDSCAPE ARCHITECT. PAINT CUT ROOTS WITHIN 24 HOURS OF INITIAL DAMAGE WITH APPROVED PRUNING PAINT. WHEN TI-IIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. PART 2 -PRODUCTS 2.01 A. 2.02 A. OUALl1Y ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND/OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN TI-IE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS_ SOIL AMENDMENT AND FERTILIZER SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH CONTENT NOT TO EXCEED 10%. A COMMERCIAL GRADE PRODUCT SHALL BE USED. CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE WT.ICUND. -+560#. 820#. NITROGEN (ORGANIC 011 AMMONIC) 0.5%. PH (LESS TI-JAN) 6.8. SALINITY (ECO X 103 AT 250 C) ~ 2.5. ASH CONTENT NOT TO EXCEED 10%. IRON (FE) EXPRESSED AS METALLIC 0.08%. DENSITY -APPROX. 25 LB/CU/FT_ ORGANIC MATTER c 85% A NON-IONIC WETTING AGENT SHOULD BE USED_ PROPERTIES: SCREEN ANALYSIS: % RETAINED ON STACKED SCREENS· 1 MESH -0.2%; 5 MESH -36.6%: 8 MESH c 25.7%; 12 MESH• 30.7%: 32 MESH -5.9%; REMAINDER 0.9%. SHALL BE WIL-GRO LIFE. FOREST HUMUS, OR LOAMEX. IF NOT AVAILABLE, SHALL BE EQUAL TO. BENCHMARK: DESIGNED BY: MT£: ____ _ .. AS-BUILT .. DESCRIPTION: STANOAAD orsc S£T fLUSH IN £AST CORNER ON NORTH A'lUTMOO Of f.AST BfflOGE OMI (11-\l;,_rin~ f"kir.rtir,.g Proo~·nirn;i 5..,.f.,,..yin(j DRAWN BY: SC.OU: f ~ 40' PROJECT I.I~.· .x>B NO.: ___ _ ---- 1----------------------i P.£. __ _ REVIEWED BY: (MT£: -----~ ftCE: INSPECTOR £)(P _____ _ OAT£ LOCATION: REOORD FROM (lfVATION: N'PROX lOO FEIT SOUTH OF SOUTH EHffiY ro CAALSIWl ST.O.TE PAA!< 4D fill £AST Of COfTERLINE Of NOR1li OOUND CARLSBAD BLVD. ON PONTO SffiITT 8RIOGE HO. 1-1682 IIOR1H OlUNTY VElffiCAL CXlNTROL Oil.T.O. EIOOK. PAG[ ns NQ_ OC 01H S0.558 ltSL B_ C. D. E. F. AGRICULTURAL GRADE GYPSUM· SHALL BE A (CA S04-H20) CALCIUM SULFATE PRODUCT· 94.3%. 90% SHALL PASS A 50 MlcSH SCREEN_ CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES_ GYPSUM AL.SO LOOSENS HEAVY CLAY SOILS TI-IROUGH ELECTRO-CHEMICAL ACTION. CONTROL OF DUST DURING APPLICATION IS MANO A TORY SHALL BE U.S. GYPSUM, DOLMAR, SOPN'SOIL, OR BANDIN!, IF NOT AVAILABLE._ SHALL BE EQUAL TO - SULPHUR (SOIL) -SHALL BE ELEMENTAL SULPHUR (99.5%) COMMERCIALLY PREPARED SO THAT 46.9% PASSES A 50 MESH SCREEN. - SHALL BE WIL-GRO, UNION CHEMICALS OR BAKER INDUSTRIES. IF NOT AVAILABLE, SHALL BE EQUAL TO. IRON SULFATE -IRON SHALL BE EXPRESSED AS METALLIC -DERIVED FROM SULFATE • DEEP GREEN (FE SO4 H20) , A MINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. SHALL BE WILSON & GEO. MEYER, WIL-GRO, OR BANDIN!. IF NOT AVAILABLE, SHALL BE EQUAL TO. PRE•PLANT OR STARTER FERTII.IZER SHALL BE A COMMERCIAL GRADE FLOWABLE FERTILIZER WITH· 1¾ NITROGEN. 10% PHOSPHOROUS PENTIOXIDE AND 10% POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED_ ORGANIC NITROGEN SHAL.L BE FROM COTTONSEED MEAL AND UREA PHOSPHATE AVAILABLE FROM SUPERPHOSPHATE AND COTTONSEED MEAL POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANALYSIS: % RETAINED ON STACKED SCREEN -APPROXIMATELY 8 - MESH 24.2%; 20 -MESH 75.2%; 48 • MESH 02% AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD: NITROOEN PHOSPHORIC ACID POTASH 1.0%MIN. 10.0¾MIN. 10.0% MIN. SHALL BE WIL-GRO, BANDINI OR !<ELLOOG IF NOT AVAILABLE, SHALL BE EQUAL TO. ORGANIC SOIL ENHANCER AND SOIL ACTIVA1OR SHALL BE $ARVON. POST PLANT FERTILIZER (MAINTENANCE): FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL OHGANIC AND INORGANIC GRANULAR FERTII.IZERS, FREE•FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLL.OWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROOEN AMMONIAC SULFATE REMAINDER OF NrrROGEN PHOSPHORIC ACID POTASH IRON ZINC MANGANESE CALCIUM 14.0% MIN. 4.0'¼MIN. 8.75% WATER SOLUBLE 1.25% WATER INSOLUBL.E 7JJ'¼ MIN 3.0'¼MIN. 2.0% 0.15% 0.15% 2.0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL. PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL NO POTASSIUM CHLORIDE IS TO BE USED. SULFUR FROM SULFATE OF AMMONIA CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM, SCREEN ANALYSIS: (%RETAINED)· APPROXIMATELY: 4 MESH• 1.3%; 8 MESH- 24.2%: 20 MESH -74.0%; AND 48 MESH 0.05%. SHALL BE WIL-GRO FAIRWAY, BANDIN I. OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. G. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLL.OWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD NITROOEN PHOSPHORIC ACID POTASH 200%MIN 100%MIN_ 5.0% MIN. SHALL BE AGRIFORM OR GAO-POWER. IF NOT AVAILABLE, SHALL BE EQUAL TO. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY_ SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AND AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURES: SOIL AMENDMENT STOCK PILED SITE SOIL GYPSUM SULPHUR (SOIL) IRON SULFATE PRE-PLANT (1-10-10) 2 04 PLANT MATERIALS 112 C.Y. 112 C.Y. 5 LBS PER/CU/YD OF MIX 1 LBS. PERICUND. OF MIX 1 LBS. PER/CU/YD. OF MIX 3 LBS. PERICUND. OF MIX A. NOMENCLATURE: SCIENTIFIC AND COMMON NAMES OF PL.ANTS HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES GIVEN IN "A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CAUFORNIA," PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE. MANUAL 32 (1963)_ SEE LIST OF PLANT MATERIAL ON DRAWINGS_ B_ LABELING. EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE $HALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY. HOWEVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WILL BE FINAL. ALL PATENTED PLANTS (CUL TIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED WITH A PROPER PLANT PATENT ATTACHED. C. QUALITY AND SIZE: ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GROWTH. FREE FROM DISEASES, INSECTS. INSECT EGGS. AND/OR EXCEED THE MEASUREMENTS SPECIFIED. D. CONTAINER STOCK: SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED 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. E. PRUNING; AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. F_ G_ H. I. K L. M_ 2.05 INSPECTION OF PLANT MATERIALS: REQUIRED BY CIT'.'. COUN1Y OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE cmnRACTOR. AND WHEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VARIE1Y, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. REJECTION AND SUBSTITUTION: ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE. AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF TI-IE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS_ UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIE1Y, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS. EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. RIGHT TO CHANGES: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND/OR SIZES OF PLANT MATERIAL TO BE FURNISHED. PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT· EXCEED THE COST OF PLANTS IN THE ORIGINAL BID_ THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED. CHANGES IN THE SIZE AND/OR VARIETY OF ANY PLANT TO BE FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST_ ROOT CONDITION: THE LANDSCAPE ARCHITECT RESERVES THE' RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES. PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE. TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. PROTECTION: ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN. AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE OWNER'S REPRESENTATIVE TO BE WILTED, BURNED, OR DRIED OUT. MAY BE REJECTED, AND REMOVED FROM THE SITE THE CONTRACTOR'S ON-SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. SHRUB AND TREE SAMPLES: TYPICAL SAMPLES. THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER. TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS_ APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORATED INTO THE WORK_ SPECIMEN TREE SELECTION; 1. ONE SAMPLE EACH OF EACH TREE VAf,IETY AND SIZE, AS CALLED OUT ON DRAWINGS, 24" BOX ANO LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION. 2. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED_ 3_ THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE, CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TO REVIEW TREES 24-BOX SIZE OR LARGER TAGGED AT THE NURSERY AND/OR AT ITS PLACE OF GROWTH GROUNDCOVER A_ GROUNDCOVER PLANTS SHALL BE HEALTHY. VIGOROUS ROOTED CUTTINGS GROWN IN FLATS_ 2 06 HYDROSEEDING A_ WATER: GENERAL PRECAUTIONS SHOULD BE OBSERVED WHEN DRAWING WATER FROM SOURCES OTHER THAN MAIN'S PRESSURE. THE USE OF Fil TEAS MAY BE REQUIRED WHEN DIRECTED_ SUCH WATER MUST BE FREE OF IMPURITIES. EXCESS CHLORINE AND SAL TS. 8. SEEDS: ALL SEED USED SHOULD BE CLEARLY TAGGED OR LABELED SHOWING TYPE OF SEED. TEST DATE, NAME OF SUPPLIER AND PERCENTAGE OF THE FOLLOWING ; PURE SEED, CROP SEED, INERT MATTER. WEED SEED, NOXIOUS WEEDS, AND TOTAL GERMINATION CONTENT. ALL COMMERCIAL PROCESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO TI~E SITE IN THEIR ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. C MULCH: FIBER SHALL BE PRODUCED FORM CELLULOSE SUCH AS WOOD PULP OR SIMILAR ORGANIC MATERIAL AND SHALL BE OF SUCH CHARACTER THAT !TWILL DISPERSE INTO A UNIFORM SLURRY WHEN MIXED WITH WATER. THE FIBER SHALL BE OF SUCH CHARACTER TI-IAT. WHEN USED IN THE APPLIED MIXTURE, AN ABSORPTIVE OR POROUS MAT, BUT NOT A MEMBRANE, WILL RESULT ON THE SURFACE OF THE GROUND. MATERIALS WHICH INHIBIT GERMINATION OR GROWTH SHALL NOT BE PRESENT IN THE MIXTURE. D. FERTILIZER: THE FERTILIZicR SHALL BE IN PELLET OR GRANULAR FORM AND SHALL COMPLY WITH THE CHEMICAL ANALYSIS SPECIFIED. THE FERTILIZER SHALL BE THOROUGHLY MIXED AND INCORPORATED IN THE HYDRO-MULCHING SLURRY_ E. HYDROSEED MIX A (COVER CROP TO BE APPLIED ON ALL MANUFACTURED SLOPES): HYDROSEED MIX A BffiANICAl NAME GAZANIA SPLENDENS AL YSSUM 'CARPET OF SNOW' MULCH/CELLULOSE FIBER FERTILIZER: AGRIFORM SOIL STABILIZER: ADAC M BINDER OR APPROVED EQUAL POIINDS PER ACRE 10 3 2,000 LBS/ACRE 400 LBS/ACRE 16-20-0 PLUS IRON. OR APPROVED EQUAL 140 LBS/ACRE N 0) .... 0 3: c:c SPECIFICATIONS MASS GRADING PLANS FOR I----+---+----------------------+------<---t----1 POINSETTIA SHORES _,.,.;:? / ~l',l!EER Of WORK REVISION DESCRIPTION CMWD 94-503 nI -<C;\JOl!S\ 92101 0\.9215GI 1 ~ F. 2.07 A. 2.08 A. 2 09 A. HYDROSEED MIX B BOTANICAi NAME EN CELIA CALIFORNICA ESCHSCHOLZIA CALIFORNICA LOTUS SCOPARIUS LASTI lENIA CHRYSOSTOMA LUPINUS HIRSUTISSIMA L.UPINUS NANUS LINANTHUS GRANDIFLORUS COLLINSIA HETEROPHYLLA EAIOPHYLLUM CONFEATIFI.ORUM OENOTHERA CHEIRANTHIFOLIA PLANTAGO INSULARIUS SISYRINCHIUM BELLUM MIMULUS PUNICEUS MIMlJL US LONGIE] ORIJS POUNDS PER ACRE PLR[JY 3 40 2 95 6 40 1 70 1 99 4 96 2 95 3 98 3 35 1 95 30 95 2 95 2 2 2 5 62 2,000 LBS/ACRE 400 LBS/ACRE GERM 60 75 60 80 72 70 85 90 75 75 75 75 55 70 TOTAL MULCH/CELLULOSE FIBER FERTILIZER: AGRIFORM 16-20-0 PLUS IRON, OR APPROVED EQUAL SOIL STABILIZER: AZT ACM BINDER OR APPROVED EQUAL 140 LBS/ACRE EQUIPMENT: MIXING SHALL BE PERFORMED IN A TANK WITH A BUILT-IN, CONTINUOUS AGITATION AND RECIRCULATION SYSTEM OF SUFFICIENT OPERATING CAPACITY TO PRODUCE A HOMOGENEOUS SLURRY OF FIBER, FERTILIZER AND WATER IN THE DESIGNED UNIT PROPORTIONS AND A DISCHARGE SYSTEM WHICH WILL APPLY THE SLURRY TO THE AREAS TO BE TREATED AT A CONTINUOUS AND UNIFORM RATE PLANTER MULCH PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK (WALK· ON TYPE). SHALL RANGE IN SIZE FROM 1/4-INCH TO 3/4-INCH. STAKING MATERIAL TREE GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL MINIMUM GAUGE NO 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2-PLY REINFORCED RUBBER 1/4" IN DIAMETER. GUY WIRES SHALL BE FLAGGED WITH 118-INCH DIAMETER X 4"-0" LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH-TIE AVAILABLE FROM V.I.T. COMPANY, (714) 891-8336. RCOT BARRIER R::>OT BARRIER SHALL BE A MUL Tl-YEAR ROOT CONTROL SYSTEM CONSISTING C',F HERBICIDAL TIME-RELEASED NODULES PERMANENTLY ATTACHED TO A ?ERMEABLE GEOTEXTILE FABRIC WHICH Will INHIBIT PLANT ROOT ENCROACHMENT. ACTIVE INGREDIENT: TRIFLURALIN (A,A,A -TRIFLUAO-2,6-DINITRO -N,N • DIPROPYL-P-TOLUIDINE) 17.1% INERT INGREDIENTS 82.9% SHALL BE BIO-BARRIER. IF NOT AVAILABLE, SHALL BE EQUAL TO. 2.10 PAE-EMERGENT HERBICIDE A. PRE-EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.11 WEEDCONTACTHERBICIDE A. WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 -EXECUTION 3 01 A. 3.02 A B. C. D. 3.03 A. INSPECTION EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. PREPARATION GENERAL: THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING, SOIL CONDITIONING, AND OTl-lER TREATMENT SHALL BE AS DEFINED ON THE DRAWINGS_ EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD WORKING CONDITION. WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RE SUL TS CAN BE OBTAINED. CLEARING AND GRUBBING: PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. OBSTRUCTION BELOW GROUND: ALL SUBSURFACE ROCKS OVER 2" IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE EXPLOSIVES SHALL NOT BE USED FOR REMOVAL_ WHEN THE LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. EXCEPTING DEEP RIPPING: ALL AREAS ( SLOPES) TO RECEIVE GROUNDCOVER, SHRUBS AND HYDROSEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN AUL DIRECTIONS. SO:c AMENDMENTS, FERTILIZING AND ROTOTILLING RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B. C. D. E. F. G 304 A B C. D. E. F. G. H. I. J 3.05 A.' B. C. D. E. F. AFTER TllE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIAl,S SHAU. BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHAL.L BE THOROUGHl.Y SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTll.l.lNG A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL (EXCEPTING SLOPES 3:1 OR GREATER) SOIL AMENDMENT: 6 CUBIC YARDS PER 1,000 SQ. FT, TO A DEPTI➔ OF 8'. GYPSUM: SOIL SULPHUR: IRON SULFATE: 120 LBS. PER 1,000 SQ. FT. 10 LflS. PER 1,000 SO. FT. 10 LBS. PlcR 1,000 SQ. FT. FERTILIZER (COMMERCIAL) 1-10-10 SHALL BE APPLIED AT THE RATE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FEATIUZER SHALL BE; APPLIED AFTER LEACHING OPERATION. THE THOROUGHNESS AND COMPI.ETENESS-OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AM<oNOMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 3:1 AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDITIONER APPLICATION AND TILL ING. DEEP WATER LEACHING AND SOIL TESTING: DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONOMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACIIING IS FOR BIDDING PURPOSES ONLY. ITEM NUMBER THREE (3.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPE::RATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD. APPLY 1/2" WATER AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEN APPLICATIONS. 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SAL TS (ELECTRICAL CONDUCTIVITY E.G.) OWNER'S REPHESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A CERTIFIED AGRONOMIC LABORATORY FOR TESTING OF SOLUBLE SALTS_ EC TEST FlEADING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 3 IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED W!Tli AMENDED SOIL AND BROUGHT TO FINISH GRADE. APPLY NAIAD WETTING AGENT 4 OZ. PER 1,000 S.F. AT THE FIRST SPRAY OF SOIL AMENDMENTS FINISH GRADING FINISH GRADES SHAUL BE AS INDICATED ON GRADING PLAN. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN WATERED- IN AND MECHANICALLY COMPACTED AND SETTLED_ THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING EASE TOP AND TOE OF ALL EXISTING SLOPES. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHAUL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKI ER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTIUTIES DURING HIS GRADING AND CONDITIONING OPERATIONS. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH AU SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE Sl OPE FOR POSITIVE DRAINAGE. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM TliE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA, 1· DIA. IN LAWN AREAS. 2-DIA IN SHRUB AREA, 2" DIA IN HYDROSEED AREAS FINISH GRADE SHAl.L BE 2" BELOW FINISH PAVING SURFACE IN SHRUB AREAS PLANTING INSTALLATION TIMING: ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCAL.LY ACCEPTABLE PRACTICE. LAYOUT OF TREES: ALL TREES (24" BOX SIZE AND LARGER) SHALL BE PLACED IN TliE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. THE TREES SHALL THEN BE MOVED SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL TliEN BE INSTAll .. ED IN THEIR RESPECTIVE HOES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. LAYOUT PLANTING: LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT_ ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND/OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE Wini EXISTING UNDERGROUND UTILITY LINES. BACKFILL FOR TREES AND SHRUBS: SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL DISPOSAL OF EXCESS SOIL AND DEBRIS· ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. BARK MUc.CH SHALL BE INSTALLED 3" THICK IN ALL NON-TURF AREAS. SLOPES 3.1 AND STEEF'ER ARE EXCEPTED. / DRAWN BY: _______ _ °"-TE' SCAl(: [ K 4(l' 3.06 A. B. C. D E. F. G. H_ L K. L. M. N. 3.07 A. B. C. D. E. F. 3.08 A, B_ C. PLANTING TREES, SHRUBS AND VINES SOil MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICUL TURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGH<oNED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF All ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS AND BEDS PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL Of EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES AND PER THE MANUFACTURER'S RECOMMENDATIONS: 1 • 5 GRAM TABLET PER INDIVIDUAL LINER AND Fl.AT SIZE PLANT. 1 -21 GRAM TABLET PER GALLON CONTAINER. 3 -21 GRAM TABLETS PEA 5 GALLON CONTAINER. 4 • 21 GRAM TABLET PER 15 GALLON CONTAINER. 1 -21 GRAM TABLET PER EACH 4 INCH BOX SIZE. RANDOM TESTING TO VERIFY PLANTING TA8LET INSTALLATION SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. GUYING: ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE GUYED AS DETAILED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE ANO SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4-INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED. PLANTING GROUNDCOVER GAOUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2" IN DIAMETER AND DEBRIS. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICULTURALLY ACCEPTABLE STANDARDS). THE AREA SHALl BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS. VARIETY INDICATED ON THE PLANT UST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECT<oD AT ALL TIMES TO PREVENT DRYING OF THE ROOT BALL. GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS AND EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL. EACH PLANT SHALL BE PLANTED IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES. EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE. PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED_ HYDROSEEDING INSPECTION OF CONDITIONS: BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHAUL 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 ESTABUSHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE OWNER'S REPRESENTATIV<o. 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. PRE-WEED CONTROL: 1. STRIP SLOPES OF ALL VEGETATION UNLESS NOTED ON PLANS. 2. SPRAY SLOPES WITH FERTILIZER. A COLORED-DYE SPRAY APPLICATION IS SUGGESTED TO BE INSPECTED BY THE ARCHITECT_ THE DYE WILL GUARANTEE FULL COVERAGE. BENCHMARK: .. AS-BUILT H DESCRIPTION: STAN(ll.R() O!SC S(T FlUSH fol £AST CORNER ON HDRrn "8lffilENT Of EJST BRtOG( TESHTMA DESIGN GROUP l.J\NDSC/ll'E ARCHIT~TURE LAND PLANNING I.) ~ OESt(;i,[Q IJY; ___ _ . PROJECT MGR.~·____ ------------- C O N~T-:S~--I-------------~ JOB NO.: LOCATION APPROX. 300 fill SOUTH OF SOUTH £HTRY 'JO CARLStWl STATE PARK 40 fID £AST 9903 l:l11sfot::M',pe.rk Ave~, Suite C San Diego. CA 92131 Telephone: 1619) 693--8824 FAX,(619)693-1182 1220 ",...ni,jq Cn(:inQa; f.i.rit.C" 20• C91'1•t,./;,d, Cal1fi;,,,'1'\tQ lll'Q(;t!;J I Ul-11.} 1-HOO f (l)(~19-i1~1 -8660 Civil [oijin.erini;i f"i-orw>i"Q Proc.,e-1,111n,i;i s.,..,.......yif'IQ DAT!::: ftCE: . P.E. EXP. REVIEWED SY: INSPECTOR DATE Of CDllERIJNE Of NORTH OOUHD CARLSIWJ 8L\lll ON PONTO STRITT BRHlGE NO. A7682 RECORD FROM: NORTH COUNTY YERTJCAL CONTROL 0-.TA f!OOK, PAG[ U5 110. OC 0147 ELIVATION 50.558 11.S.L D. E. F. G. H. I. J_ N 3. SUB CONTRACTOR SHALL IRRIGATE SLOPES FOR TWO (2) WEEKS OR UNTIL 100% COVERAGE WITH WEEDS HAS BEEN APPROVED BY THE LANDSCAPE ARCHITECT. WATERING MUST BE DONE FOUR (4) TIMES PER DAY FOR NO MORE THAN SIX (6) MINUTES EACH 1. co GUARANTEE WILL BE MADE BY THE LANDSCAPE CONTRACTOR THAT A ..- MINIMUM OF 90% COVERAGE WILL BE ATTAINED AT THE END OF A THIRTY 0 {30) DAY PERIOD AFTER INSTALLATION ANY PLANTING FAILURE DURING '.> Tl llS PERIOD SHALL BE RESEEDED BY THE LANDSCAPE CONTRACTOR, ~ 4. SUBCONTRACTOR SHALL APPLY A "CONTACT" WEED KILLER WITH A COLOR DYE ADDITIVE; COVERAGE TO BE APPROVED BY LANDSCAPE ARCHITECT. WEED Kilt.ER SHOULD BE A CONTACT TYPE BASED ON CACODYLAC ACID, SIMILAR TO PARAQUAT. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. 5. TWENTY-FOUR (24) HOURS AFTER WEED KILLER APPLICATION, THE CONTRACTOR SHALL WATER FOR ONE (1) MORE WEEK. AT THE COMPLETION OF THE WATERING PERIOD, THE SUBCONTRACTOR SHALL REPEAT STEP 4 AND KILL ALL REMAINING WEEDS. 6. UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT THAT THE WEED CONTROL IS SUCCESSFUL, THE SEED ORDER CAN BE PLACED AND THE REQUIRED TREES CAN BE PLANTED. 7. SLOPES MAY BE HYDROSEEDED IMMEDIATELY AFTER COMPLETION OF TREE PLANTING. NO SECOND STRIPPING OF SLOPES IS NECESSARY AND SLOPES SHOULD BE SLIGHTLY DAMP PRIOR TO SEEDING. INCLUDED WITHIN THE HYDROSEED MIX A PRE-EMERGENT CONTROL SIMILAR TO DUPONTS "TUPERSAN" SHOULD BE SPRAYED FOR ADDITIONAL WEED CONTROL. SOIL PREPARATION 1. WATER ALL HYDROSEEDED AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROS EE DING OPERATION. AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRE-SOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES, 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDUAL MOISTURE WITHIN THE FIRSf 114 INCH OF THE SOIL SURFACE. 2 ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION CARE MUST BE TAKEN NOT TO 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 WITHIN THE FIRST 114 INCH OF THE SOIL SURFACE. 3. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: Tl-iE HYDAOMULCHING SHALL 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 SO AS TO DAILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE. 4_ 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 SECTION 211_ 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 DRIULING MOTION VIA A FAN STREAM NOZZLE. TIME LIMIT: THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO (2) HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO (2) HOURS IN THE MACHINE, THE CONTRACTOR SHAUL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO (2) HOURS AFTER MIXING THE CONTRACTOR SHAUL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT ElEEN APPLIED EIGHT (8) HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT (8) HOURS SHALL BE REJECTED AND DISPOSED OF OFF-SITE AT CONTRACTOR'S EXPENSE. 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 SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE- HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TVv. IE AND FLAGGING AROUND THE AREAS MAINTENANCE AND IRRIGATION: 1. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IT IS HIS RESPONSIBILITY TO PROVIDE A FULL COVERAGE IRRIGATION SYSTEM, BE IT EITHER AN AUTOMATIC ON-AND-OFF TIMING SYSTEM OR A MANUAL IRRIGATION SYSTEM. AFTER MULCH HAS BEEN APPLIED, THE MULCH SHALL BE ALLOWED TO SET FOR ONE DAY_ THE SLOPES CAN THEN BE IRRIGATED. NUMBER OF GALLONS TO BE APPLIED TO THE SLOPES WILL VARY FROM DAY TO DAY AND SYSTEM TO SYSTEM, DEPENDING ON THE RATE OF GRO'NTH AND CLIMATIC CONDITIONS ENCOUNTERED. THE SOIL SURFACE MUST BE KEPT MOIST AT ALL TIMES. PARTICULARLY DURING THE SEEDING GERMINATION PERIOD. 2. ANY EROSION OR SLIPPAGE OF THE SOIL WITHIN THE DURATION OF MAINTENANCE CONTRACT CAUSED BY WATERING SHALL BE REPAIRED AS SPECIFIED. 3. ALL SLOPES SHALL BE KEPT FREE OF WEEDS AND DEBRIS DURING THE MAINTENANCE PERIOD SUCH WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF THE PROPERTY. 4. SLOPES SHALL RECEIVE (EVERY THIRTY (30) DAYS) AN APPLICATION OF ONE OF TI,E FOULOWING FERTILIZERS DEPENDING ON THE SEASON: SUMMER: UREA AT 1 LB/PER 1,000 SQ. FT. WINTER: AMMONIA SULFATE AT 1.5 LB/PER 1,000 SQ. FT. GUARANTEE AND REPLACEMENT: 2. SEEDS USED FOR REPLACEMENT SHALL BE OF THE SAME KIND AND QUANTITY RATI.) AS SPECIFIED IN THE SEED FORMULA. TllEY SHALL BE FURNl$HED, APPLIED AND FERTILIZED AS SPECIFIED. 3.10 POST FERTILIZATION A. TREES -POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER 1• CALIPER IN HOLES. FERTILIZER SHALL BE WIL-GRO 14-7-3. B. SHRUBS -POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14-7-3) WIL- GRO OR APPROVED EQUAL C. GAOUNDCOVER AND LAWN AREAS· POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS/1,000 SF. FERTILIZER SHALL BE (14-7-3) WIL-GRO OR APPROVED EQUAL. D. ALL PLANTED AREAS SHALL RECEIVE NAIAD WETTING AGENT, 4 OZ. PEA 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. ' 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL: MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFrER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN. B. ESTABLISHMENT PERIOD: TREES. SHRUBS, VINES AND GROUND COVERS -THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. , C. MAINTENANCE OPERATIONS: PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING. PRUNING, MOWING. RESEEDING, ROULING, AESODDING, TfllMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING AND ALL OTHER NECESSARY OP<oRATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FROM ALL WEEDS. DURING THE SPECIFIED MAINTENANCE PERIOD. AL.l PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEAL THY CONDITION THROUGH Tl-iE MAINTENANCE PERIOD D. EXTENDED MAINTENANCE: WHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE. CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE. E. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER _ USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED. WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH-TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. WEEDING AND CULTIVATING: ALL TREE, SHRUB, GROUNDCOVER AND HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPLACEMENT: DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION OF THE WORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER. H_ ACCEPTANCE: AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. APPROVED FOR PLANTING AND IRRIGATION ONLY ' INCLUDING ERECISE LOCATION OF PLANTING AREAS. SPECIFICATIONS , 1-----+--+-------------+----t---+-· ---+-----t ~II crn:LA~!G ~~!3AD I~ 11--------lf---,t-------------------'"""1i-----+---f---+----i MASS GRADING PlANS FOR: l----jf---1-------------------------------+----➔----+----i 1-----+---+----------------------1---+---'---f----+--~