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HomeMy WebLinkAboutDWG 468-5M; SDP 09-05; PALOMAR COMMONS CENTER; 01-31LANDSCAPE CONSTRUCTION PLANS FOR PALOMAR COMMONS: CENTER REVIEV\IED PROJECT ADDRESS: EL CAMINO REAL & PALOMAR AIRPORT ROAD Carlsbad, California LOCATION MAP EL CAMINO REAL PALOMAR AIRPORr ROAD ALOMAR AJRPoR ROAD APPLICANT Sudberry, Inc. Contact: Mark Radelow PROJECT DIRECTORY: LANDSCAPE ARCHITECT: SCHMIDT DESIGN GROUP 2655 FOURTH AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: 619.236.1462 FAX: 619.236.8792 ~ NORTH NO SCALE VICINITY MAP GOVERNING AGENCIES & UTILITY CONTACTS: UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800.227.2600 GAS & ELECTRIC SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCENSIDE, CA 92054 EMERGENCY: 800.411. 7343 NEW SERVICE: 877.789.9866 CABLEVISION ADELPHIA CABLE 5720 EL CAMINO REAL CARLSBAD, CA 92008 760.931.7000 CARLSBAD UNIFIED SCHOOL DISTRICT ADMINISTRATION 6225 EL CAMINO REAL CARLSBAD,CA 760.331.5000 GENERAL NOTES: WATER CARLSBAD MUNICIPAL WATER DIST. 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.438.2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760.602.2730 STORM WATER CITY OF CARLSBAD STORM WATER HOTLINE 760.602.2799 PARKS & RECREATION ADMINISTRATION 1200 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 760.434.2826 TELEPHONE SBC NEW PHONE: 800.310.2355 GA1[WAY RD. GATEWAY RD. ENGINEERING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2720 BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760.602.2700 INSPECTION 760.602.2725 FIRE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2141 POLICE ADMINISTRATION 2560 ORION WAY CARLSBAD, CA 92008 760.931.2131 1. PRIOR TO THE START OF GRADING, THE APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN CITY APPROVAL OF A CONSTRUCTION SCHEDULE AND/OR EXHIBIT OUTLINING THE TIMING OF THE SLOPE PLANTING AND IRRIGATION. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING, RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AS EACH LOCATION IS ACHIEVED. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. 2. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. PLANTING AND IRRIGATION FOR THE SLOPE AREAS SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. 4. A SEPARATE CITY REVIEW AND APPROVAL IS REQUIRED FOR ANY PORTIONS OF THESE PLANS REQUIRING A BUILDING PERMIT. CITY APPROVAL OF THESE PLANS IS FOR LANDSCAPE PLANTING AND IRRIGATION ONLY. ENGINEERING PLANCHECKER DATE L FUERTE ST. 1 APRIL 2012 INSPECTION PROCEDURES: INSPECTION PROCEDURES: Inspection of the project shall be petformed by the Landscape Architect of the Work, or his designated agent. Refer to the specifications for the schedule of required inspections and . required submittals. Following completion of the work, the Landscape Architect of the Work will certify that the installation has been completed by submitting the "Final Landscape Certification Form". A request for a final landscape inspection by the City must also be made by calling the Inspection Request Line. "Final Landscape Certification Form" Fax to: 760-944-8943 Landscape Inspection Request Phone Line: 760-602-4602 All irrigation backflow preventers shall be tested by a certified tester and results must be given to the City and the Carlsbad Municipal Water District Pipe between the meter and backflow preventer shall be "Schedule K hard Copper." Approved contract backflow testers can be found on the City web site: For Recycled: http://www.carlsbadca.gov/seNices/departments/water/Documents/recycledwaterbackflowtesterlisl.pdf For Potable (or call 438-2722): http://www.carsbadca.gov/seNices/departments/water/Documents/waterbackflowtesterlist.pdf DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEATH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT 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: SCHMIDT DESIGN GROUP, INC. 2655 FOURTH AVENUE SAN DIEGO, CA 92103 PHONE NO. (619) 236-1462 FAX NO. (619) 236-8792 EMAIL: gschmidt@schmidtdesign.com 4/2412012 URE DATE G N SCHMIDT (619) 236-1462 REGISTRATION NO. 2138, EXPI_RATION DATE: 10/31/2013 SHEET KEY (NTS) .--c....;; -----.: :__--._--:...-----.. ....;; ...-: -: ~-----·..:::--::;::::;;:::~~ ------_;. .--.... ,.... ---....--0,. ---o \ • I ( I ' \· I I I '• I I .. ' 11 SHEET INDEX SHEET NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 ')7_ / V 28 29 30 31 1 TITLE SHEET TITLE SHEET T-1 RW IRRIGATION TITLE SHEET & NOTES R-1 IRRIGATION LEGEND L-1.0 IRRIGATION LEGEND (CONT.) L-1.1 IRRIGATION PLAN L-1.2 IRRIGATION PLAN L-1.3 IRRIGATION PLAN L-1.4 IRRIGATION PLAN L-1.5 IRRIGATION PLAN L-1.6 IRRIGATION PLAN L-1.7 IRRIGATION DETAILS L-1.8 IRRIGATION DETAILS L-1.9 IRRIGATION DETAILS L-1.10 IRRIGATION SPCIFICATIONS L-1.11 PLANTING LEGEND L-2.0 PLANTING LEGEND L-2.01 LANDSCAPE CONSTRUCTION LEGEND & L-2.02 ,/ NOTES PLANTING PLAN L-2.2 PLANTING PLAN L-2.3 PLANTING PLAN L-2.4 PLANTING PLAN L-2.5 PLANTING PLAN L-2.6 PLANTING PLAN L-2.7 LANDSCAPE DETAILS L-2.8 LANDSCAPE DETAILS L-2.9 LANDSCAPE DETAILS L-2.10 ' A. . -E ~ \l.l;_S V c-,~'-IT ,,, .._ L-2.11 LANDSCAPE DETAILS V L-~1? ~ LANDSCAPE DETAILS L-2.13 ~ LANDSCAPE DETAILS L-2.14 PLANTING SPECIFICATIONS L-2.15 SCH T\ A -,uIGN GROUP, lNU. BALANCING ARTISTIC EXPRESSION JN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 21381 NV 219, AZ 34139 S00 PROJECT NO: 09-502 PLT DATE: 11 AS BUIL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE-------DATE REVIE\JED BY• INSPECTOR DATE I ~ \ I I 5/24/13 SDG ,IJ\, REVISONS TD BID DOC \\ ,\' I \ I \ I \ \ \ I 1\ \ I ' I 111 I I ' I 1' ----~~ ~::1-~::;~'1\ 'i) ~~~~--~~ :"' 11 ;,11 _, .... :., [_:. \\c::11 • I I I I . . " ~ ,,, ,, \ \ 1 I I I .. CJ • •• \ <) :;: 1, J PALOMAR COMMONS-CENTER TITLE SHEET ~ .q. \ '? l----+--......J..---------------l---+---+--+----1 ;::::~P=LA:::::N:=N:=IN=:G====::::;-::=======:::;::::::=D=A=TE=::::! 1----+--......J..---------------l---+---+--+----I DWN BY: --PROJECT NO. DRAWING NO . DATE INITIAL DATE INITIAL DATE INITIAL APPROVED ENGINEER oF woRK REVISION DESCRIPTION OTHER APPR□vAL cirY APPROVAL ~~~D 8 {~.--SOP 09-05 468-SM GENERAL NOTES FOR RECYCLED WATER RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSSAO MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS ANO DESIGNATED OUTOOOREATINGAREASSHALLBE PROTECTED AGAINST CONTACT wrrn RECYCLED WATER Sf>RAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHAU. BE USED TO ELIMINATE OR CONTROL TO TliE BEST EXTENT POSSIBLE PONDING, RUN-OFF, QVER-$PRAV, ANO MISTING. 4. HOSE BIBS ARE STRICTI. Y PROHIBITED. 5. CROSS.CONNECTIONS BETWEEN RECYCLED WATER LINES ANO POTABLE WATER LINES ARI: STRICTLY Pru)HlBITEO, 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF 1'HE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHAI..L HAVE WARNING TAPE PER CARLSSAO MUNICIPAL WATER DISTRICT'S RULES ANO REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10;00 P.M, TO 6:00 A,M, rne HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCL!:P WATER SHALL Be BETWEEN THE HOURS OF 10:00 P.M. TO 6:00 A.M. 9. BURIAL OF ALL WIRING ANO PIPING SHALL MEET CARLSEIAD MUNICIPAL WATER DISTRICT'S RULES ANO RfGULATIONS. 10. NON-DESIGNATED USE AREAS SHAI.L BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATiON THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, OONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICT!. Y PROHIBITED. 11, IRRIGATION HfAD.S SHAU. BE RELOCATED ORAOJUSTEO TO MINIMIZE OR ELIMINATE OVER· _ SPAAYiNG ON SIDEWALKS, STREETS ANO NON-DESIGNATED USE AREAS. 12, RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR TiiE USE ON RECYCLeo WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER OISTRICl'S RULES AND REGULATIONS, 13, ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER Hl;ADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE, 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR Rl:CYCLED WATER•, COLOR-CODED (PURPLE} ANO LAID WITH WARNING TAPE ANO STENCILING ORIENTED TOWARD Tl-IE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RUI.ES ANO REGULATIONS. 15. ON NEW ON.SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRES$URE RECYCLED WATER ANO SEWER LINES SHOULD BE PIACED A MINIMUM OF FOUR FEET APART QR AS DIRECTED BY THE ·PROJ!:CT ENGINEER AND/OR REGULATORY AGENCY, MEASUREMENTS SHALi,. BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCt!ES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUSTBEINSTALLEDABOVEA POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN Tl-IE RECYCLED WATER LINE SHALL BE INSTALLED WITt!IN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATl';R DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-<X>NNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT ANO me. SAN .DIEGO COUNTY DEPARTMENT Of ENViRONMENTAL HEALTH. 19. THE REQUIRED CRQSS~NNl:CTION INSPECTION SHALL BE DONE BY EIT11ER THE CARLSBAD MUNICIPAL WATER DISTRICT AND TI-IE SAN DIEGO COUNTY DEPARTMENT Of ENVIRONM~TAL H~ TI't. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARlY. 20. THE DESIGN ANO 1-0CATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK' SIGN SHALL BE CALLEO OUT ON me Pt.ANS. RECYCLED SYSTEM (PRIVA11 E) PALOMAR COMMONS -CENTER PALOMAR AIRPOR1' ROAD & EL CAl\!IINO REAI~ SIGNAGE NOTES THE FOLLOWING GUJDalNES FOR TI-IE USE Of RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHER!;: THEY ARE EASILY VISIBLE. PLACE ON 8-112" X 11" SIZEOSIGN. COLOR: PURPLf BACKGROUND WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETW€EN Tr!E HOURS OF 10:00 P.M. ANO 6:00 A,M. ONLY. WAT!;RING OUTSIDE Tr!IS Tl.ME FRAME MUST BE DONE MANUALLY WITI't QUA1,JFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT AfN TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. ' 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, ANO PONDING. Tl-IE APPLICATION RATE SHALL NOT l;X<::EED THE INFILTRATION RATE OF TliE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE! PRESENT. TI-IIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTJON TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE COl'{rROL OF TI-IE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS; ANO STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE ~'YSTEM TO MINIMIZE EQUIPMENT ANO MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. $. THE;; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING n-11; PRESENCE OF RECYCLED WATER, MAINTENANCE PERSONNa MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. 6, OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGESAND MODIFICATIONS TO ANY PRNATIS ON-SJTE FACILITIES. SUCH CHANGES MUST BE SUBMITTl:D TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE ANO DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. TAGS SHALL BE WEATHERPROOF PI.ASTIC, 3"x ••• PURPLE IN COLOR, WITH THE WORDS :O~~~~-~~~~~ wb'~~~e°g,f~~ ~~~~M~~7~~~~i ~~~~~v~ ~g~ /~RA- co1-0R. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL A. ONE TAG SHALL BE ATTACHED TO EACH VN..VE AS F'OUOWS: 1. ATTACH TO VALVE STEM DIRECTI.. Y OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-\'VRAP OR 3, ATTACHTOVALVECOVERWITH EXISTING VALVE COVER BOLT. IJ, ALL SPRINKLER HEADS SHALL BJ; IDENTIFIED AS RECYCLED WATER SPR1NKLER HEADS. EACH AUTOMATIC CONTROLLER ANO IT$ ASSOCIATED EQUIPMENT $HALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION' IN ENGLISH ANO SPANISH, WITH BLACK LETTERS 1' HIGH ON A PURPLE BACKGROUND, THE SIGN SHAU .. BE PLACED SO THAT IT CMI BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGE: LEGEND @ POINT Of CONN£CTION M£Tr:R & BACKFLOW PREVENTION @ POINT OF CONNECTION R£CYCL£D WA 11:R ME:Tr:R (}) FIRE. HYDRANT • RECYCL£D WA lER 'DO NOT DRINK' SJGN CITY R£CLAIMEO WATER MAINLINE ---RC------RC--- PROJtCT RECLAIMED WATER MAINL/N£.;;,w--·--•-Fm-- POTAB/£ WATl::R LINE --·· ..... , •· ... ,., .. - FIRE $£RV/CE: ., -fS·• .,, .,, .fS-· • INSPECTION PROCEDURES: PROJECT LIMIT OF WORK 1. OISrR!CT CONSTRUCTION INSPECTION SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE ANO RECYCLED MAINLINE (1): FOR RIGHT OF WAY. RECYCLED MAINLINE(2): FOR PERIMETER LANDSCAPE AREAS SHEET TITLE SHEET NUMBER TITLE SH[ET R-1.0 - /RRIG. LE:GEND & NOTES L-1.0-L-1.1 IRRJGA T/ON PLANS L-1.2-1.6 IRRIGATION DETAILS L-1.7-L-1.10 /RR/GA TION SP[CIFICA TION L-1.11 RECYCLED MAINLINE (3): FOR CENTER-~ PALOMAR COMMON-CENTER ' • NOT TO SCALE 21. WHJ;N RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING., THIS INDIVIDUAL SHALL BE FAt.llLIAR WITH Pl.UMBING SYSTEM WITHIN TI-IE PROPERTY, Wlili THE BASIC CONCS'TS Of BACKFLOWICROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES ANO REGULATIONS ANO THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF Tl-IE DESIGNATION, WlTI-1 CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. I MEREBY PECl.ARI:: THAT .1 AM. THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINE$S ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENTWITH CURRENT STANDARDS- RECYCLED WATER LINES (HORIZONTAI..L V AND VERTICALLY). B. PIPE IDENTIFJCA TION. CITY Of OCEANSIDE IN CASE OF EMERGENCY CONTACT; JUSTIN MEEKER AT: 819-281-8667 OR AFTER HOURS CONTACT: _____ Ju_s_T_IN_M_E_E_KE_R ___ AT: __ 6_19-_2_s1_-aa_s1 __ _ I UNDERSTAND THAT THI;, CHECK OF TI-IE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLS.BAI) ANO HIE COUNTY OF SAN DIEGO DEPARTMENT OF EIIIVIRONMENTAL HEATI-1 IS CONFINED TO A REVIEW ONLY AND DOES OOT RELIM ME. AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR.PROJECT DESIGN. 22, ALL PUBLICANO PRIVATE POTABLE WATER MAINSJNCLUOINGflREMAINSANOAN'( WATER , WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON TflE PLANS. 23, CALL OUT ON 11lE PLANS IF TliERI: ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR EATING AREAS ON THE S!TE- 24. A PHYSICAL SEPARATION SHALL BE PRbVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER ANO POTABLE WATE.R. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRIGATION BACKFLOW PR~TERS SHALl BE TESTED BY A CERTIFIED TESTER ANO RESULTS MUST BE GIVEN TO THE CllY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKFLOW PREVENTER SMALL BE "SCHl::DULE K HARO COPPER". / BLACK LOGO r.P.URPLE BACI\ROUNI) r-1" BLACK LETTERS Jl'i' / (N, r.s,J THESE PLANS HAVE BEEN PRE.PARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCS'T PLAN, WATER CONSJ;RVATION PLAN, FIRE PROTECTION PLAN, ANO ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. SCHMIOT DESIGN GROUP, INC. 2655 FOURTH AVENUE SAN DIEGO, CA 9210~ PHONE NO. (1!19) 236-1462 FAX NO. {619) 236-8792 EMAIL: gschmldl@schmidldesign.com ~, 412li,112 SIGNA~ DATE GLENS IDT (619) 236-1462 , REGISTRATION NO-2138, EXPIRATION DATE: 10/31/2013 In .Order to Con~erv11 Wot er" RECYCLED WATER IN USE Know what's below. Call before you dig. CIVIL DISCLAIMER SCHMIDT DESIGN GROUP INC. IS NOT RESPONSIBLE FOR INFORMATION PROVIDED WARNING RtCYCLED WATER DO NQT DRINK R CYCLED WATER ~ f DO NOT -DRINK NO TOME EL AGUA Al 1-EASTlWOOAYS BEFORE YOU DKi BY THE CIVIL ENGINEER INCLUDED IN THESE IRRIGATION PLANS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS OF ALL SCREENED FACILITIES SHOWN ON THESE PLANS. SH HANDS AFTER CONlACTING (.AVESE US MANOS DESPUES DE USAR 12" X .36" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS 1. BLACK LETTERS 2" BLACK LETTERS \\'ASH liANOS AFTER CONTAf;TING A\IE:X. SUS MANOS DE:if'UES ot USAR 18" X 18" SIZE CARLSBAD MUNICIPAL WATER DISTRICT C. SLEEVING AT CROSSINGS. O, APPROPRIATE MATERIALS ANO MARKINGS, INCLUDING PROPER QUICK COUPLERS. AN APPROVAL LETTER REGARDING THE INSPl:CTION OF TiiE PROJECT SHALi-BE OBTAINED FROM Tt!E CITY ANO THE DISTRICT, AND BE FORWARDED TO Tl-IE COUNTY HEALTH OEPARThlENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DISTRICT FINAl INSPECTION St!ALL INCLUDE: A. SIGNAGE INSTALLED PER PLAN.. B. CONTROLLER STICKERS. C. TAGGING OF VALVES. O. COVERAGE TEST AFiER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREAS NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF. ANO PONDING. F. REQUIRED PROTECTION OF ALL RESIPf:NTlAL AREAS. G. REQUIRED PROTECTION OF waLS, STREAMS, RESERVOIRS, ETC. H. CROSs-<XlNNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECTION SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER ITEMS "A" THROUGH •1• OF THE DISTRICT FINAL INSPECTION. B.. REVISIONS MUST BE APPROVED BY PU!3LIC I-IEAL TH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. SCHMIDT DESIGN GROUP, INC. ' PACIFIC OCEAN 1'8 ••• .(;;. 11,_Ai.ANC,INC. .... Rl!S.TlC £X.PR_£SSION IN bESIGN 1 WITH f NV IRON Mt NTA l SENS !Tl V !TY _.....,._,,....,..,,....,,....,.....,,.--..-_,....,.,.-..,,-.,,,.-....,.....,,...,,..._,.-l. 2655 Fourth Aven~, San Diego, CA 92-103 telephone (619} ;36-146• faaimil• {619} 2)6-8792 www.schmidtdeslgn.com 5/24/13 SDG I REVISIO"S TD BID DOC ··11'1 ()., I ~;uo ./\- .L 0 c\ · VISTA I ~ ITV OF ~.-\1,1,SAN MARCOS '-"~"" CITY Of ENCINITAS VICINITY MAP R-1.0 APPROVED FOR IRRIGATION AND PLANTING ONLY, INCLUDING PRECISE LOCATION OF PLAN TING AREA COUNTY OF SAN DIEGO DEPARTMENT Or ENVIRONMENTAL HEAUH LAND AND WA~ QUALITY DIVISION ~---z__ GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST '' AS BUil T" TITLE REVIEWED BY: INSPECTOR DATE DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 2 CITY OF CARLSB PLANNING DEPARTMENT 31 SHEETS ••• Lie. U. 2•38. NV ~19, AZ S4'39 ~----~~~~~~~~::::::::~~~~::::::::'.'.__ ______ -+---1--+---l---l PRIVATE (ONSITE) RECYCLED 1---+--+-----------------+---+--1----t----l WATER SYSTEM FOR: Sb() PROJECT NO: 09-502 PLT DATE: IW201l DEVQOPERS NAME: ____________ 1----le----+------------------+---l--+---1-----1 ADDRESS: TELEPI-IONE: _____ _ PALOMAR COMMONS-CENTER RECYCLED WATER TILE SHEET &NOTES APPROVED rt,;, 1-f~·!Z. PLANNlNG DATE PROJECT NO. DRAWING NO. TYPICAL SIGNS .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ./4/.,h:: .t4C/4~~ (;:,-2,9~{2., ~.,.-~WM . R DATE DATE PLAN PREPARED: ________ _ DA Tr INITIAL ENGINEER ()F WORK REVISION DESCRIPTION DA TE INlllAL DATE INITIAL DRWN BY: AS,KC ornrn APPROVAL CITY APPROVAL CHCKD BY: JJ OP-09-0 468-5M DEPUTY CITY EN.GINEER R.C,E.28176 EXP.3/31/1~4 BY: POP-UP ROTATOR SPRAY HEADS SYMBOL @2H @4H ~4Q __ , ..... 0 ~ 0 <Ii) (@, ---- @ @ ~ @ @ © © @ 0 ~ @ ©®@ ®©® ©©© <) ol>C,'i>-0,@0 25Q5llQ50H10H 10F 20F Iii DRIP EQUIPMENT SYMBOL ~ [ -I Q MANUFACTURER/MODEL/DESCRIPTION ARC PSI GPM RADIUS HUNTER INST-06-CV-R SHORT RADIUS NOZZLES 180 30 0.16 'Z SHRIJBSPRAY;F,-RESSURE-REGOLiiTE-IYS"'PUF'D!>WITH ·-·---··-·---··" ·-·· ------- 180 30 0.44 4' ~AGT-OR¥1NSTAL-LEQ-ORA!N-GHECKVALVE-AND "---------.... ----- RECLAIMED BODY CAP. 90 30 0.22 4' 180 30 0.23 5' --···· -,--.... , .. ·-·. ·-·-~---- ,, 90 '· 30 0.12 5' HUNTER INST-06-CV-R a· RADIUS 360 30 0.95 8' RUB-SPRAV:-PRESS-URE-REOUl:ATE66"-P0PUP·Wl'f'' -· -----------' ;, . FACTORY INSTALLED DRAIN CHECK VALVE AND RECLAIMED BODY CAP. 180 30 0.48 8' ... 90 30 0.24 8' ADJ 30 8' HUNTER INST-06-CV-R 1 o· RADIUS 360 30 1.62 10' . __ SHRUB SPRA'(.,PRESSURE REGULATED 6" POPUP WITH FACTORY INSTALLED DRAIN CHECK VALVE AND RECLAIMED BODY CAP. 180 30 0.82 10' . ··------· ---· 90 30 0.39 10' ·-''' ~ ADJ 30 10' HUNTER INST-06-CV-R 12' RADIUS 180 30 1.31 12' SHRUB SPRAY, PRESSURE REGULATED 6" POPUP WITH FA'CTORY INST/\L1-'EO-ORAIIII-CHECKVALVE AND· -· . RECLAIMED BODY CAP. 90 30 0.63 12' ----·---~--- ADJ 30 12' HUNTER INST-06-CV-R 15' RADIUS 180 30 1.85 15' SHRUB-SPRA¥;PRESS\JRE-REGU!cATE06" POPUP Wff:: FACTORY INSTALLED DRAIN CHECK VALVE AND RECLAIMED BODY CAP. 90 30 0.93 15' ADJ 30 15' HUNTER MP1000 PROS-12-CV-R ADJ 40 13' SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH CHECK VALVE, PURPLE CAP, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. HUNTER MP2000 PROS-12-CV-R ADJ 40 19' SHRUB ROTATOR, 12' (30.48 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. HUNTER MP3000 PROS-12-CV-R ADJ 40 30' SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, RECLAIMED BODY CAP, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRA Y 360 ARC ON PRS40 BODY. HUNTER PROS-06-CV-R-MSBN 180 30 1.00 1' MUL Tl-STREAM BUBBLER, 6' POP-UP, FACTORY INSTALLED DRAIN CHECK VALVE, RECLAIMED BODY CAP, 25=.25GPM, 50=0.5GPM, 10=1.0GPM, 20=2.0GPM. HUNTER RZWS-SLEEVE036-50CV 360 30 0.50 1' 36" LONG RZWS WITH FILTER FABRIC SLEEVE, CHECK VALVE, 0.50 GPM BUBBLER, 112" SWING JOINT FOR CONNECTION TO 1/2" PIPE MANUFACTURER/MODEUDESCRIPTION NOTE: HUNTER ICZ-101 INSTITUTIONAL DRIP CONTROL ZONE KIT, 1" ICV CONTROL ZONE VALVE WITH 1• HY100 WYE FILTER, 150 MESH AND 25PSI HIGH-FLOW REGULATOR. HOSE BIBS ARE NOT ALLOWED WHERE USING RECYCLED WATER. ENSURE NO HOSE BIB ATTACHMENT IS PROVIDED WITH FILTER. .. AREA TO RECEIVE DRIPLINE TORO RGP-218-E (18) LANDSCAPE DRIPLINE WITH ROOTGUARD PROTECTION AND 0.53GPH EMITTERS AT 18" O.C., WITH PURPLE TUBING FOR NON-POTABLE WATER. DRIPLINE LATERAL ROWS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. NEFLUSH50 NETAFIM AUTOMATIC FLUSH VALVE 1/2" MPT WITH 6" DRIP VALVE BOX. LOCATE AT END OF DRIP RUNS. 1-----------..jf-----------------·-· ~ RAIN BIRD AIR VALVE KIT; 1" AIR RELIEF VALVE KIT INSIDE 6" VALVE BOX. LOCATE AT HIGH POINTS OF DRIP SYSTEM. DETAIL 7 /L-1.8 1 / L-1.8 DETAIL 1 IL-1.10 7/L-1.9 4/L-1.10 2, 4/L-1.10 3,4/L-1.10 IRRIGATION EQUIPMENT SYMBOL IR§) [[Jg) MANUFACTURER/MODEL/DESCRIPTION HUNTER ICV-R ELECTRIC REMOTE CONTROL VALVE, 220 PSI RATED PLASTIC GLOBE VALVE, RECLAIMED WATER ID HANDLE. NELSON 76451" BRASS QUICK COUPLER VALVE WITH ACME THREADS FOR SLOW FLOW CONTROL, WITH LOCKING RUBBER COVER AND PURPLE CAP WITH RECLAIMED WATER WARNING. WILKINS 850 CAST IRON TRUE UNION BALL VALVE WITH FULL PORT PROVIDE WITH PURPLE HANDLE FOR RECYCLED WATER SYSTEM ZURN INDUSTRIES/ WILKINS DIVISION. HUNTER IBV-201G 2" NORMALLY CLOSED, SOLID BRASS CONSTRUCTION. HUNTER IBV-201G 2" NORMALLY CLOSED, SOLID BRASS CONSTRUCTION. HUNTER IBV-201G 2" NORMALLY CLOSED, SOLID BRASS CONSTRUCTION. NIBCO LINE SIZE CHECK VALVE PRESSURE REDUCING VALVE WILKINS 500YSBR -cqNTRACTOR SET TO 85PSI HUNTERACC-12 STATION AUTOMATIC IRRIGATION CONTROLLER. WITH HUNTER MINI-CLICK SG-MC RAIN SENSOR. HUNTER ACC-99D 2-WIRE DECODER CONTROLLER WITH 99 STATION CAPACITY. REQUIRES 2-WIRE DECODER MODULE AT EACH VALVE MANIFOLD: ICD-100, 200,400, 600 (1-6) STATION DECODERS WITH SURGE SUPPRESSION/GROUND WIRE AND ICD-SEN 2 INPUT SENSOR DECODER WITH SURGE SUPPRESSION AND GROUND WIRE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. WITH HUNTER MINI-CLICK SG-MC RAIN SENSOR. HUNTER FCT SERIES FLOW-CLIK FLOW SENSOR, LINE SIZE. HUNTER FCT SERIES FLOW-CLIK FLOW SENSOR, LINE SIZE. HUNTER FCT SERIES FLOW-CLIK FLOW SENSOR, LINE SIZE. RECYCLED CROSS CONNECTIN TEST STATION LINE SIZE WYE STRAINER PER CITY WATER REQUIREMENTS WATTS AUTOMATIC CONTROL VALVE WATER METER 1" MINUS 3 PSI FROM 170 FOR MASTER RW METER WATER METER 2" MINUS 3 PSI FROM 170 FOR MASTER RW METER WATER METER 1" MINUS 3 PSI FROM 170 FOR MASTER RW METER RECYCLED IRRIGATION WATER METER/ POINT OF CONNECTION. SEE CIVIL PLANS FOR ACTUAL LOCATION RECYCLED WATER 'DO NOT DRINK' SIGN IRRIGATION LATERAL LINE; PVC SCHEDULE 40AND CLA.SS 315 PVC SCHEDULE40 TO 1-112", PVC CLASS 315 SOR 13.5 FOR PIPES 2" AND LARGER. ONLY LATERAL TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 314" IN SIZE. SUB METER (1) RIGHT-OF-WAY IRRIGATION MAINLINE. PURPLE PVC SCHEDULE 40 FOR 1-1/2" OR SMALLER. CLASS 315 FOR 2" OR LARGER. LASCO OR APPROVED EQUAL; THROUGH LEEMCO INC. PH: (909) 422-0088. MAINLINE SIZE INDICATED PER PLAN. SUB METER (2) PERIMETER AND SLOPES IRRIGATION MAINLINE. PURPLE PVC SCHEDULE 40 FOR 1-1/2" OR SMALLER. CLASS 315 FOR 2" OR LARGER. LASCO OR APPROVED EQUAL; THROUGH LEEMCO INC. Pli: (909) 422-0088. MAINLINE SIZE INDICATED PER PLAN. SUB METER (3) CENTER SITE IRRIGATION MAINLINE. PURPLE PVC SCHEDULE 40 FOR 1-1/2" OR SMALLER. CLASS 315 FOR 2" OR LARGER. LASCO OR APPROVED EQUAL; THROUGH LEEMCO INC. PH: (909) 422-0088, MAINLINE SIZE INDICATED PER PLAN. NEW ANIMAL SHELTER IRRIGATION MAINLINE SIZE AND STYLE OF PIPE TO MATCH EXISTING PURPLE PIPE SLEEVE. PVC SCHEDULE 40 / CLASS 315, AS NEEDED TO ALLOW 2X DIAMETER OF PIPE OR WIRE BUNDLE TO BE SLEEVED. TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. DETAIL 6/L-1.8 71 L-1.9 5/ L-1.8 2 / L-1.8 5 / L-1.9 5/L-1.9 5/L-1.9 1 / L-1.9 3 / L-1.9 3/L-1.9 6/L-1.9 J_ 2/L-1.9 1 / L-1.9 1 / L-1.9 4/ L-1.8 8 I L-1.8 8, 9, 10/L-1.8 4 / L-1.9 5 / L-1.8 IRRIGATION NOTES: 1. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATIC ALLY FOR CLARITY. LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTER$, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB. 2. THE CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS BEFORE BEGINNING WORK. 3. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 4. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES.- CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE RESIDENT ENGINEER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE. 5. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED, 6. USE TWO WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED CONNECTIONS. 7. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINAL STRIPS. 8. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS . 9. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 10. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE. 11. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE RESIDENT ENGINEER. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, TME CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY. 12. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUil r' RECORD SET OF PRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN. 13, INSTALL IRRIGATION HEADS IN TURF AREAS 6' FROM WALKS AND HARDSCAPE AREAS • 14. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS. 15. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION. 16. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES. 17. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES, PER DETAIL AND SPECIFICATIONS. THE RESIDENT ENGINEER SHALL BE NOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 18. CONTROLLERS, FLOW SENSOR, MATER VALVE SHALL BE TESTED AND WRITTEN CERTIFICATION PROVIDED BY MANUFACTURE'$ REPRESENTATIVE. 19. IN ALL AREAS UNAFFECTED BY NEW GRADING, EXISTING IRRIGATION HEADS AND LINES ARE TO BE PROTECTED IN PLACE. CONTRACTOR TO REPLACE, RELOCATE AND/OR ADJUST IRRIGATION EQUIPMENT FOR ALL EXISTING IRRIGATION SYSTEMS THAT ARE DISTURBED DURING CONSTRUCTION IN ORDER TO PROVIDE HEAD TO HEAD COVERAGE WITH NO OVERSPRAY ON HARDSCAPE OR WALLS. 20. INSTALL NEW VALVES TO REPLACE VALVES DISTURBED DURING CONSTRUCTION (TYPE PER LEGEND, SIZE TO ACCOMMODATE HEADS PER MANUFACTURER'S SPECIFICATIONS). CONTRACTOR SHALL ENSURE THAT SYSTEM IS FULLY OPERATIONAL AND PROVIDES FULL COVERAGE. 21. LOCATION OF EXISTING MAINLINE TO BE PROTECTED IN PLACE. CONTRACTOR SHALL FIELD VERIFY LOCATION PRIOR TO INSTALLATION. CONNECTIONS TO NEW MAINLINE TO EXISTING MAINLINE, SIZE TO MATCH EXISTING MAINLINE UNLESS NOTED. 22. WERE VERTICAL OBSTRUCTIONS IN THE LANDSCAPE AREA (SUCH AS LIGMT POLES) INTERFERE WITH THE SPRAY PATTERN, CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE FILED. THIS MAY REQUIRE THE ADDITION OF QUARTER CIRCLE TO EACH SIDE OF THE OBSTRUCTION. 23. MINIMUM PIPE COVERAGE SHALL BE AS FOLLOWS: A. PRESSURE LINES: -LESS THAN 3" IN DIAMETER -18" COVER -3' -5 1/2" IN DIAMETER -24" COVER -5" OR GREATER IN DIAMETER-36" COVER B. LATERAL LINES: 12" COVER 24. SLEEVING SHALL BE AS FOLLOWS: A. SLEEVES UNDER ROADS: -6" OR LESS IN DIAMETER -36" COVER -GREATER THAN 6' IN DIAMETER• 48" COVER -SCHEDULE 80 PVC B. SLEEVES UNDER PAVING (NON-ROADS): • LESS THAN 3" IN DIAMETER· 18' COVER -3' -5 112' IN DIAMETER -24' COVER -6" OR GREATER IN DIAMETER· 36" COVER • SCHEDULE 40 PVC SCHMIDT DESIGN GROUP, INC, BALANCING ARTISTIC EXPRESSION IN DESIC,N WITH ENVIRONMENTAL SENSITIVITY .2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdeslgn.com Lie, CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PL T DATE: 04/12/2012 L-1.0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT II TITLE _______ _ DATE REVIEw'ED BY• > INSPECTOR DATE I 5/24/13 SDG Ii\ REVISONS TO BID DOC ) ''---'=s:;;;:;,,:::j;;,sc=<:=,ls::::;,s:;:;:;,,c;;,s:;::;,,;::;;:;==d'-------t---t---t-~--jr---J S4.15 MG-: I SH3ET I CITY OF CARLSBA p WJ PLANNING DEPARTMENT ' • A A PALOMAR COMMONS-CENTER IRRIGATION LEGEND APPROVED ,~--l fr ~}~.-4\ ~.q.,91 PLANNING DATE DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SDP 09-05 468-Sril OTHER APPROVAL CITY APPROVAL RVw'D BY• < ' l.J ' RUN TIME (8 HR): MOST DEMANDING CYCLE VALVE SCHEDULE 826 HUNTER ICV-R 1-112' SHRUB SPRAY 31.83 26.20 1.13 in/h NUMBER MODEL SIZE TYPE WIRE PSI GPM PRECIP 827 HUNTER ICV·R 1· SHRUB SPRAY 33.44 22.68 1.05 in/h WAlER SCHECULE FOR JULY (!;pica! worst, ... runUme month) AN39 HUNTER ICV-R 1" BUBBLER 35.55 6.00 15.32 in/h 828 HUNTER ICV-R 1· SHRUB ROTARY 50.48 11.58 0.27 in/h Palomar Commons -Center AN38 HUNTER ICZ-101 1' AREA FOR DRIPLINE 30.09 1.92 0.42 in/h B29 HUNTER ICV-R 1" SHRUB ROTARY 49.86 11.57 0.28 in/h ScheW.le based on the following design parameters AN12 HUNTER ICV-R 1· SHRUB ROTARY 46.27 12.98 0.21 in/h 830 HUNTER ICV-R 1" BUBBLER 39.36 21.50 14.32 in/h SUb•Meter#2 paint or conn~tloo (2'1 : 13.5 GPM @5.0 rps "'C~aclty" A1 HUNTER ICZ-101 1• AREA FOR DRIPLINE 1,201 30.78 6.03 0.42 in/h B31 HUNTER ICV-R 1· SHRUB ROTARY 45.79 12.62 0.39 in/h Wives B•1 tkoogh B-63 current Design 70 GPM "Moxlm'-'ll Capa<:l!Y' A2 HUNTER ICZ-101 1" AREA FOR DRIPLINE 865.4 30.41 5.18 0.42 in/h B32 HUNTER ICV-R 1· SHRUB SPRAY 32.00 21.68 2.01 in/h A3 HUNTER ICZ-101 1· AREA FOR DRIPLINE 6D3.8 31.19 4.48 0.42 in/h B33 HUNTER ICV-R 1" SHRUB SPRAY 30.88 13.20 1.08 in/h FORmJLA: T • (60 X ET X PF) I (PR X !!A) X 11 3 whore: A4 HUNTER ICZ-101 1· AREA FOR DRIPLINE 42D.O 31.43 5.35 0.42 in/h 834 HUNTER ICV-R 1· SHRUB SPRAY 34.47 3.98 0.99 ln/h T= IRRIGATION TIMI! On minutes) A5 HUNTER ICZ-101 1· AREA FOR DRIPLINE 298.3 31.41 3.37 0.42 in/h B35 HUNTER ICV-R 1• SHRUB SPRAY 32.66 3.98 0.95 inlh ET= Evapotranspinition Rate=. 1110 (5.8 inf~ in July div. by 91 days) PF• CROP COEFFICIENT (0.4 FOR TREES ond SHRUBS and 0.65 ror TIJRF) B36 HUNTER ICV·R A6 HUNTER ICZ-101 1" AREA FOR DRIPLINE 109.4 30.71 6.59 0.42 inlh 1· SHRUB ROTARY 46.60 5.27 0.22 in/h PR= PRECIPITATION RA1E (l.15 ror PERCISION SPRAY, 1,93 FOR JJUBB"ERS, o.43 FOR ROTARY ANI) 1.20 FOR ROTORS) A7 HUNTER ICZ.101 1" AREA FOR DRIPLINE 480.5 30.47 5.46 0.42 in/h B37 HUNTER ICV-R 1· SHRUB ROTARY 44.10 5.27 0.22 in/h EA= AF?I.ICATION EFFICIE:NCV (0.65 • O.t5) AB HUNTER ICZ-101 1" AREA FOR DRIPLINE 849.6 30.23 3.84 0.42 in/h B38 HUNTER ICV-R ,. SHRUB SPRAY 3866 10.36 0.94 in/h TotaJ number of hot.rs cavail per City or Ca:r1sbad Water Window standards= I 87H°""' Total hours oet d"" for controUer, runring 2 valv@f 1;1er r:vrle t.'f.max:. 70 GPM • I 7. 771 H °""' 81 HUNTER ICV-R 1-112" SHRUB SPRAY 37.71 26.64 0.67 in/h B39 HUNTER ICV•R 1· SHRUB SPRAY 38.64 10.36 0.91 in/h 82 HUNTER ICV-R 1-112" SHRUB SPRAY 38.05 27.60 0.68 in/h B40 HUNTER ICV-R 1· SHRUB SPRAY 36.19 12.59 1.06 in/h minutes per water days Mlnute1 83 HUNTER ICV-R 1-1/2" BUBBLER 37.19 24.00 15.32 in/h B41 HUNTER ICV•R 1' SHRUB SPRAY 36.16 13.28 1.121n/h hour ET PF PR EA water days per week per run day B4 HUNTER ICV-R 1" BUBBLER 36.70 19.00 27.23 inlh B42 HUNTER ICV-R 1' BUBBLER 36.69 17.00 15.32 in/h In Line 0r1p 1rngaHon = 60.0 0.180 04 I.B 0.8 7 3 7 BS HUNTER ICV-R 1" SHRUB SPRAY 38.27 17.39 0.70 inlh B43 HUNTER ICZ-101 1" AREA FOR DRIPLINE 32.08 10.02 0.42 in/h SHRUi SPRAY 86 HUNTER ICV-R 1" SHRUB SPRAY 38.59 17.80 0.70 in/h B44 HUNTER ICV·R 1· SHRUB ROTARY 46.D6 6.94 0.26 in/h • 60.0 0.,80 04 1.15 0.7 7 3 13 . TREE BUBB"ER B7 HUNTER ICV-R 1" SHRUB ROTARY 48.54 18.35 0.29 ln/h B45 HUNTER ICV-R 1· SHRUB ROTARY 45.62 7.07 0.27 in/h = 60.0 0.180 DA 1.93 0.8 7 3 7 88 HUNTER ICV-R 1" SHRUB ROTARY 46.80 18.09 0.29 in/h 846 HUNTER ICV-R 1" BUBBLER 33.05 3.50 15.32 in/h SHRUB ROTARY = 60.0 0.180 04 0.45 0.85 7 3 26 89 HUNTER ICV-R 1" SHRUB SPRAY 34.32 12.82 1.31 in/h B47 HUNTER ICV-R 1" SHRUB SPRAY 34.53 8.66 1.02 in/h 810 HUNTER ICV-R 1" SHRUB SPRAY 32.15 22.98 1.20 in/h B48 HUNTER ICV-R 1" SHRUB SPRAY 35.89 10.60 1.18inlh Summ1'ryof ContJotler R~ Times B11 HUNTER ICV-R 1" SHRUB SPRAY 30.05 8.36 1.32 inlh 849 HUNTER ICV-R 1" BUBBLER 33.77 7.00 15.32 in/h B12 HUNTER ICV-R 1' BUBBLER 37.45 16.50 14.87 in/h B50 HUNTER ICV-R 1-112" SHRUBSPP.AY 36.84 35.13 1.17 in/h Contfoller I Peak singu vat1,,e Hvdrozone lrrination Area POC GPM oar C11cla B13 HUNTER ICV-R 1" SHRUB ROTARY 43.76 7.56 0.25 in/h B51 HUNTER ICV-R 1-1/2' SHRUB SPRAY 36.17 25.86 1.23 in/h A DRIP IRRIGATION B 10.02 B14 HUNTER ICV-R 1" SHRUB ROTARY 44.56 7.56 0.24 in/h B52 HUNTER ICV-R 1' SHRUB ROTARY 44.88 5.51 0.21 in/h B SHRUB SPRAY B 47.41 C TREE BUBBLER B 24.00 B15 HUNTER ICV-R 1' SHRUB ROTARY 44.26 5.00 0.25 ln/h 853 HUNTER ICV-R 1" SHRUB ROTARY 45.44 7.20 0.25 inlh 0 SHRUB ROTARY B 18.36 816 HUNTER ICV·R 1" SHRUB ROTARY 43.47 6.38 0.22 in/h 854 HUNTER ICV-R 1" BUBBLER 33.03 5.00 15.32 in/h Hycirozone rrig~on rype ~, ... ::scat1on r~ r< RUn llme 817 HUNTER ICV-R 1" SHRUB ROTARY 42.33 5.34 0.23 in/h B55 HUNTER ICZ-1D1 1" AREA FOR DRIPLINE 33.75 9.52 0.42 in/h B18 HUNTER ICV-R 1" BUBBLER 33.41 4.00 15.32 inlh B56 HUNTER ICV-R 1" SHRUB SPRAY 34.08 9.63 0.98 inlh B -RUB SPRAY 26.64 B-1 1.15 0.5 13 B SHRUB SPRAY 27.6 B-2 1.16 0.5 13 B19 HUNTER ICV-R 1" SHRUB ROTARY 49.48 10.87 0.19 in/h B57 HUNTER ICV-R 1" SHRUB SPRAY 36.29 1136 0.99 in/h C TREE BUBBLER 24 B-3 1.93 0.5 1 820 HUNTER ICV-R 1· SHRUB ROTARY 50.33 11.95 0.21 in/h B56 HUNTER ICV-R 1· BUBBLER 2,246 39.21 12.00 15.32 in/h C TREE BUBB ,. -~ ,.., 0.5 1 B SHRUB SPRAY 17.39 •·• 1.15 0.5 13 B21 HUNTER ICV-R 1-1/2" SHRUB SPRAY 39.15 47.41 1.34 in/h B59 HUNTER ICZ.101 1· AREA FOR DRIPLINE 2,250 31.96 4.58 0.42 in/h B SHRUB SPRAY 17.8 8-6 1.15 0.5 13 B22 HUNTER ICV-R 1-1/2' SHRUB SPRAY 38.97 46.42 1.32 lnlh B60 HUNTER ICV·R 1· BUBBLER 2,253 38.68 8.00 15.32 in/h D SHRUB ROTARY 18.35 B-7 0.43 0.5 26 D SHRUB ROTARY 18.09 9.9 0.43 u.~ 26 B23 HUNTER ICV-R 1" BUBBLER 36.63 11.00 15.32 in/h 861 HUNTER ICZ-101 1' AREA FOR DRIPLINE 2,257 30.82 2.90 0.42 inlh B -SHRUB SPRAY 72.82 B·B 1.15 0.5 13 B24 HUNTER ICV-R 1' SHRUB SPRAY 32.41 20.94 1.35 in/h 882 HUNTER ICV-R 1' BUBBLER 2,269 33.24 5.00 15.32 in/h B SHRUB SPRAY 22.98 B-10 1.16 0.5 13 B Y1ttUB SPRAY 8.36 o-,1 115 0.5 13 B25 HUNTER ICV-R 1' BUBBLER 34.24 5.00 7.66 in/h 863 HUNTER ICZ.101 1' AREA FOR DRIPLINE 2,265 30.34 2.28 0.42 in/h C TREE BUBBLER 16.5 B-12 1.93 0.5 7 D SHRUB ROTARY 7.58 B-13 0.43 0.5 26 D a-<RUo ROTARY "= B-14 D.43 D.5 26 D SHRUB ROTARY 5 B-15 0.43 0.5 26 MASTER RW METER CRITICAL ANALYSIS D a-<RUB ROTA y 6 38 B-16 0.43 0.5 20 D SHRUB ROTA V 5.~ B-11 0.43 0.5 26 Generated: 2011-11-0315:57 C TREE SlJt,;iMI ... 4 B-1B 1.93 0.5 7 D SHRUB ROTARY 10.B7 B-19 0.43 0.5 2e P.0.C. NUMBER:02 D l'"lllll"> K:JIARY ~1.95 8-20 0.43 0.5 26 Water Source Information: 17D PSI AT MASTER RW METER B 3-!RUB •-n,1..-.:.i.v 47.41 B-21 1.15 0.5 13 B SHRUB SPRAY 46.42 B-22 1.15 0.5 13 C TREE BUBBLER 11 B-23 1.93 0.5 1 FLOW AVAILABLE B SHRUB SPRAY 20,94 B-24 1.15 D.5 13 Water Meter Size: 2" C TREE BUBBLER: 5 B-25 1.93 0.5 13 Flow Available: 120.00 gpm B a-<RUB SPRAY •·26 1.15 0.5 13 B SHRUB SPRAY 22.6B B-27 1.15 0.6 13 PRESSURE AVAILABLE I) a-<RUB ROTARY 11 .SB B-28 0.43 0.5 26 Static Pressure at POC: 167.00 psi I) SHRUB ROTARY 1157 B-2• u.4, 0.6 28 Elevation Change: 5.00 ft C TREE BUBBLER 21.5 B-30 1.93 0.5 1 Service Line Size: 3• D 3-JRUB ROTARY 12.62 B-31 0.43 0.6 26 Length of Service Line: 20.00fl B 9--JRUB SPRAY 21.6• B-32 1.15 0.5 13 Pressure Available: 165.00 psi B SHRUB SPRAY 13.2 B-33 1.15 0.5 13 B Sf-lRUB SPRAY 3.88 B·1A 1.15 0.5 13 DESIGN ANALYSIS B SHRUB SPRAY 3.88 =>• 1.15 0.5 13 Maximum Multi-valve Flow: 110.00 gpm D SHRUB ROTARY 5.27 8-36 0.43 0.5 28 Flow Available at POC: 120.00 gpm D SfiRUB ROTARY 5.27 8-37 0,43 0.5 28 B SHRUB SPRAY 10.36 6·3• 1.15 0.5 13 Residual Flow Available: 10.00 gpm B SHRUB SPRAY 10.36 B-31 11S 0,5 13 B SHRUB SPRAY 12.59 8-40 1.15 0.5 13 Critical Station: B52 e. SHRUB SPRAY 13.28 B-41 1.15 0.5 13 Design Pressure: 40.00 psi C TREE BUBBLER 17 B-42 1.93 0.5 7 Critical Station Pressure at POC: 59.59psi A DRIP IRRIGATION 10.02 B-43 180 0.5 7 Pressure Available: 165.00 psi D SHRUB RO IAR'( 6.94 B-44 0.43 0.5 26 Residual Pressure Available: 105.41 psi D a-<RUB ROTARY 7.07 B-45 0.43 0.5 26 C TREE BUBBLER 5 -193 0.5 7 B SHRUB SPRAY e.es B-47 1.15 0.5 13 SUB METER 1 CRITICAL ANALYSIS SUBMETER 2 CRITICAL ANALYSIS SUBMETER 3 CRITICAL ANALYSIS B a-<RUB SPRAY 10.6 B-48 1.15 0.5 13 1,1-fll>SCA~ C TREE BUBBLER 7 B-49 1.93 0.5 7 e"':t-sCH~JOr ,v~;,i>l'o\;, P.O.C. NUMBER:01 P.O.C. NUMBER:03 e. SHRUB SPRAY 35,1$ B-50 1.15 M 13 SHRUB SPRAY 26.5 B-61 0.5 r.; -.;, A4 l Water Source Information: P.O.C. NUMBER:02 Water Source Information: B 1.15 13 ..... is'~ a,,._,, MINUS 3 PSI FROM 170 D a-<RUB ROTARY 5.51 B--52 0.43 0.5 26 --./ -l J Water Source Information: SCHMIDT DESIGN GROUP, INC. . .. - MINUS 3 PSI FROM 170 FOR MASTER RW METER :/T , FOR MASTER RW METER MINUS 3 PSI FROM 170 FOR MASTER RW METER D SHRUB ROTARY 7.2 B-53 0.43 o.5 26 // ~GNATIJRE C TREE BUBBLER 5 B-54 1.93 0,5 7 BALANCING ARTISTIC EXPRESSION IN DESIGN 10 31 13 FLOW AVAILABLE FLOW AVAILABLE A DRIP IRRIGATION 9.52 B-55 1.80 0.5 7 ••• WITH ENVIRONMENTAL SENSITIVITY • ~1m~• FLOW AVAILABLE Water Meter Size: 1' SHRUB SPRAY 9.63 B-56 1.10 0.5 13 Water Meter Size: B ,J'lr AU:. ,'t' 1" Water Meter Size: 2" Flow Available: 37.50gpm B SHRUB SPRAY 11.36 B.S7 1.15 0.5 13 2655 Fourth Avenue, San Diego, CA 92103 'fr .._~ Flow Available: 37.50gpm Flow Available: 73.50 gpm C TREE BUBBLER 12 D-58 1.93 0.5 7 d)Q. telephone {619) 236-1462 facsimile {619) 236-8792 e Of CJ>.\.lfO . 1;-",; ' www.schm1dtdesign.com PRESSURE AVAILABLE B DR lP IRRIGA TIDN 4.58 ••5• 1.80 u.o 7 PRESSURE AVAILABLE PRESSURE AVAILABLE Static Pressure at POC: 150.00 psi C TREE BUBBLER w B-60 1.93 0.5 7 ••• Lie. CA 2138, NY 219, AZ 34139 Static Pressure at POC: 150.00 psi Static Pressure at POC: 150.00 psi Elevation Change: 0.00 ft A DRIP IRRl<.ATION ,.9 B-61 1,80 0.5 7 SOG PROJECT NO: 09-502 Elevation Change: 0.00 fl Elevation Change: 0.00 ft Service Line Size: 'Z' C TREE BUBBLER 5 B-62 1.83 0.5 7 PLT DATE: 04/12/2012 Service Line Size: 'Z' Service Line Size: 2 1/2" Length of Service Line: 5.00 fl A DRIP IRRIQATION 2.28 B-63 1.80 0.5 1 L-1.1 Length of Service Line: 5.00 fl Length of Service Line: 5.00 fl Pressure Available: 150.00 psi 13.4 Average Overolll GPM "AS BUILT'' Pressure Available: 150.00 psi Pressure Available: 150.00 psi 5.2 Average# Op~rable Vatvas @70 GPM APPROVED FOR PLANTING DESIGN ANALYSIS DESIGN ANALYSIS ' DESIGN ANALYSIS Maximum Station Flow: 12.0D gpm lOTAL MINUTI:S Pol< DAY= 932.3 minutes AND IRRIGATION ONLY, TOTAL HOURS PER DAY running 2 valyes per cycle@ 70 GPM = 1.71 hrs Maximum Station Flow: 6.59gpm Maximum Mufti-valve Flow: 70.00 gpm Flow Available at POC: 37.50 gpm Flow Available at POC: 37.50gpm Flow Available at POC: 73.50 gPm Residual Flow Available: 25.50 gpm INCLUDING PRECISE TITLE DATE Residual Flow Available: 30.91 gpm Residual Flow Available: 3.50gpm Critical Station: Critical Station: B57 LOCATION OF PLANTING REVIE'w'ED BY• LA\ A4 Critical Station: B52 Design Pressure: 30.00 psi ~M Design Pressure: 30.00 psi Design Pressure: 40.00 psi Loss Elev. high head to valve: o.oo psi AREAS. / V V • V Loss Elev. high head to valve: 0.87 psi Loss Elev. high head to valve: 0.00psi ./ . . . • . . . V . . . Pipe Loss Crltical Head: 5.64 psi INSPECTOR > DATE Pipe Loss Crttical Head: 0.51 psi Pipe Loss Critical Head: 2.50psi Loss Fitting Factor. 0.56 psi ) Loss Fitting Factor. 0.05psi Loss Fitting Factor: 0.25 psi Loss through Valve: 3.00 psi 5/24/13 SDG fl\ REYISONS TO BID DOC ~A~~-S ~ I SH4ET I w Loss through Valve: 0.00 psi Loss through Valve: 2.69 psi Pressure Req. al Critical Station: 39.20 psi '--CITY OF CARLSBA D Pressure Req. at Critical Station: 31.42psi Pressure Req. at Critical Station: 45.44 psi Loss for Fittings: 0.18 psi --PLANNING DEPAR,MENT 1 Loss for Fittings: 0.02psi Loss for Fittings: 3.01 psi Loss for Main Line: 1.77 psi l_j ' . . Loss for Main Line: 0.16 psi Loss for Main Line: 30.08psl Loss for POC to Valve Elevation: 0.00 psi PALOMAR COMMONS-CENTER Loss for POC to Valve Elevation: 0.00 psi Loss for POC lo Valve Elevation: 0.00 psi Loss for Backflow: O.OOpsl Loss for Backflow: O.OOpsi Loss for Backflow: O.OOpsi Loss for Master Valve: 0.53 psi IRRIGATION LEGEND Loss for Master Valve: 0.53psi Loss for Master Valve: 1.60 psi Loss for Water Meter: 0.90 psi Loss for Water Mete~ 0.24psl Loss for Water Meter. 0.40 psi Critical Station Pressure at POC: 42.58 psi Critical Station Pressure at POC: 32.37psi Critical Station Pressure al POC: 80.53psi Pressure Available: 150.00 psi Pressure Available: 150.00 psi Pressure Available: 150.00 QSi Residual Pressure Available: 107.42 psi APPROVED j-¾:.,-t_ 4' f.ll--b1+-$q,,4i Residual Pressure Available: 117.63 psi Residual Pressure Available: 69.47 psi PLANNING DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 468-5M ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\-/D BY• SOP 09-05 I. ! I I I I l I l l I I I I l . \ • - SHEET Kl=Y (W'S) . --~ -...,..,.,,,,.....,. •= =,v----••••• ----, I I I I I f I I i I ' \ ' ' ; I'·: )_·, r. 40' r·---------·--·-- 1 I ..--__. - I I Q' 10' 20' J~SMBU!L T □r"<AV\Jlf';lGS INFORMATION ON THC'.;E PLANS fi:~•SORD~S J>PPROXIMAT[ A.S-E.Ull:.T CONDlflON::;,. ScHMIDT 0E-S••:,r1 GF~OUP 1.'!C._ACCEPTS r--10 RE-SPONSIBILIT :' FOR IHFORtilAflO~l ACC,..URACY A N D A C T $ C ·~ !_ Y T O F\ E C O R D r I E. L ~ INFORMATIOI~ p>::o\llDEO BY OTHEr-rn. FUTURE;. CONSTRUCTIOH SHALL INCLUDE OIL\GENT l~iVESTIGA ON OF EXI.STING COt-!DlflONS. SHSET KEY (NTS) SCHMIDT J) ESl ON ◊ROOP, JNC, i!fl:LA-Ni:ti'¼VAP.rtstlc EXP~s•;stQN. !N DE.S"!CN 'llll°H ENV1!-:QNMH!1'Al HNs1nv1n 265-5 hwrth_ Ave.t1u1J,· San Die~o, CA 92.toj te!epho-Ilf} \6 l S} J.<36~1462. fa(slin i!c {6191 ·2.36,8792 www. sett m idtdeS!gn·.~o rri .lk. CA :2.tJ8, ttv :,:19, 1<,ZJ4l3·9 A .. PPFcC) VEI) F'OR PLi\NT'ING A.ND IItFtIC~ l\_1iIC) N INCLlJI)ING LOCA1'IC)N OF' -Sl)G PROJECT:NC-: 09:-5')2 _ _] PlTD~-------J 1~ I J "[ 1 T" JI u ____ .,_I ', \ L-1.4 I ---------------------------------".""'---·------------..... ----------------------------~ r,------····-----------..,.;_--------------------------------------------------------------------· ! I I I I I I r--~---- SHEIET KEY (NTS) ' \<\0'.1v,\'1 ~\(_ "'( ,, ~ 6 I -C/ \"\c,1 Y\ \\ V\e, " B'' :cc 6' -G' I"\ c,~ '\ \ \ •\&. " (\' ·'° 1 1 ·-O'' O' ·10· 20' . ___ , .. ~--·· 825 AS-BUILT DRAWINGS INFORMATION ON THESE PLANS RE\!;ORDS APPROXIMATl P..S-8UII_ r GONDI fJONS SCHMIDT DE 3 13N GROUP INC ACCEP rs NO f~E.SPONSIBILITY FOR INFORMATIO~J ACCURACY A N D A C T S O l'l L Y T O R E C O R O F· I E L 0 INFORMATION PROVIDED BY OTHERS. FUTIJRE- CO_NSTRIJCTIOM SHALL INCLUDE DILIGENT l~JVESTIGATION OF EXI.STING CONDJT!ONS. 1'! CW~ft?--~--~~1jL6 ,_..,...,-",.,.......-~ \ 15,0 'l6-~"' -., -'-' 823 --· ' .,.c-- 1½'' i:•'l B24 14.0 .2 15.32 1/' ' ' '(\A\ \ '&o'./4 ' SC!iMIDT DESIGN GROUP, INCL !'lALANCINC /1.Rf{SIIC E{PRF,:'5~1QN lN 0~51..;1'1 1//lfh fN'nRONMf~i!AL :Sf.NSlTJVIY( 1.65) fol,11thNt1Jn1Je, 5M D•fJg1J, CA 9i103 telopMne {6t9) 236-1462 focsimHe [019} ZJ6·8NZ www.sd,rnidtde-s.ign.r.:um L-1.5 I · (:. '1· ,\e v,Jc,.\\<'_ ~_,;;, -.. \''\,-;w\ \\ V\ e " S,~\o,.;. ,e. "' \ S \ \ \ \\;,-~~~- \ I i \ \ \ \ '' //;'- ( f I J I l I ! l NOTE:CON IRRIGATION DRA!NAG!i D ACHIEVE Ell l I ! I I w I " I LEGEND: G) 4-INCH PURPLE GRATE (INCLUDED) 0 BUBBLER: RAIN BIRD 1404 100 GPM (INCLUDED) 0 0 0 0 0 ® ROOT WATERING SYSTEM; RAIN BIRD RWS-B-C-1404-P OR APPROVED EQUAL (INCLUDES 1404 1.00 GPM BUBBLER WITH RISER, PURPLE GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASKET CANISTER) FINISH GRADE OPTIONAL PEA GRAVEL OR RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS. SEE IRRIGATION LEGEND. 112-INCH PVC SCH BO NIPPLE (INCLUDED) 1/2-INCH 90-DEGREE ELBOW (INCLUDED) 12-INCH SWING ASSEMBLY (INCLUDED) ® 112-INCH MALE NPT INLET (INCLUDED) @ PURPLE PVC SCH 40 TEE OR EL @ PURPLE LATERAL PIPE @ 4-INCH BASKET WEAVE CANISTER (INCLUDED) NOTE: A INSTALL TWO DEEP ROOT SYSTEMS PER TREE B. INSTALL DEEP ROOT SYSTEM(S) PER MANUFACTURES SPECIFICATIONS. 0 RECYCLED WATER DEEP ROOT WATERING SYSTEM 1 -------- \ T::: · NOTES: LEGEND: G) 10"ROUND PURPLE COLOR PLASTIC VALVE BOX WI LOCKING COVER & Q.C. HEAT BRANDED INTO TOP. ® PURPLE QUICK COUPLER VALVE, WITH ACME THREADS, PER PLANS 0 G) ® 6 FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND 7 ONE CUBIC FOOT PEA GRAVEL 10 @ SCH.40 PURPLE P.V.C. MAINLINE STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX 12 SCH.40 P.V.C. TEE 13 COMMON BRICK 14 WARNING TAG 15 GROUND COVER 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 5 QUICK COUPLER FOR RECLAIMED WATER I STR EET SURFACE TOTAL OF 20' MINIMUM • EXTEND 10' MINIMUM EXTEND 10' MINIMUM <D ' ' "' ON EITHER SIDE l ON EITHER SIDE (j/C• z ;;: ,c,'-PoTABLE -o :;; --' WATER LINE • w ~ a, 7 / / //7..77.7 /J _I' LLLZZ/7.7.7.77 77777") NOTES: A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS 9 RW AND POTABLE MAINLINE CROSSING 6 }-------- 18" NOTE; ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VAVLES SHALL HAVE PURPLE TOP FOR RECLAMIED WATER. ,,,-----;2 )lit:__ __ 18" ----.r~ 1 1 • '""~"" CAUTION ,, ~~""'"'"'" RECYCLED WATER ,t:~ AGUA REC/CL.ADA ' @ N DO NOT NO TOME ~ DISINK EL AGUA 1 AGENC'f OF JLRISIJICTIO!i NA!Jllc AND/OR l030 4"x4" PT POST - FINISH GRADE .<1 • ' 1o .. . ' THREADED PVC SCH 80 NIPPLES (NO CLOSE NIPPLES TYP.) PURPLE PRESSURIZED PVC MAINLINE PER PLAN 12" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" -,f-------,i'-----~j'--------,i'---------,Y'~-----,J<- -. 3 PVC FEMALE SXT ADAPTER 4 PVC SCH 80 UNION VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. 10" ROUND PURPLE PLASTIC VALVE BOX FOR 2' VALVE AND SMALLER RECTANGULAR PURPLE PLASTIC VALVE BOX FOR 2 1/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 112" ABOVE IN LAWN AREAS 0 FINISHED GRADE ® PURPLE PVC SCH 40 45DEG. FITTING @ PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.) @ UNMORTARED BRICK FOUNDATION NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. SIDEWALK LEGEND: G) PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE) ® BALL VALVES (SEE IRRIGATION LEGEND) ® QUICK COUPLER (SEE IRRIGATION LEGEND) © HEAT BRAND ALL VALVES ® ELECTRIC CONTROL VALVE @ MANIFOLD PIPE-SAME SIZE AS PRESSURE SUPPLY LINE LOCATED UNDERNEATH VALVE BOXES NOTES: A. EACH MANIFOLD SHALL HAVE A MAXIMUM OF 15' SEPARATION. ALL MANIFOLDS ARE TO BE INSTALLED IN PLANTER AREAS WHENEVER POSSIBLE. B. ALL VALVE BOXES SHALL BE PURPLE WITH LOCKING COVERS FOR RECLAIMED WATER. C. ALL VALVES SHALL BE LABELED WITH 'DO NOT DRINK.' 1 0" DIA. CONCRETE~ N LI -<I. • . NOTES: A. SIGNS SHALL BE MANUFACTURED OF ALLUMINUM SHEET, THICKNESS .080" OR 18GA. B. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. C. SIGNS SHALL BE MOUNTED ON 4"x4" NOM. PRESSURE TREATED WOOD POST SET INTO CONCRETE. ATTACH SIGN TO POST USING 1/4" x 2 1/2" ANODIZED LAG SCREWS AND WASHERS (2 EACH) D. ALL RECLAIMED WATER SIGNAGE SHALL COMPLY WITH WATER AGENCIES STANDARDS. 2 BALL/GATE VALVE FOR RECLAIMED WATER 0 MANIFOLD CONFIGURATION FOR RECLAIMED WATER 3---------H:',i ?C:.4 ;; 0 RECLAIMED WATER "DO NOT DRINK" SIGN 4e-------- ',:J ~(:/\I 1-: 12" ---<·16 NOTES: 1. ALL THREADED PIPE CONNECTIONS WILL BE SEALED WITH OVERLAPPING WRAPS OF TEFLON TAPE AS REQUIRED TO PREVENT LEAKAGE. 2. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED TAN) OR EQUAL. 3. DIRECT BURIAL COMMON AND CONTROL WIRES WILL BE COILED TO PROVIDE 12" EXPANSION COILS INSIDE VALVE BOX. LEGEND: G) PURPLE PVC LATERAL LINE PER PLAN ffi PVC MALE ADAPTER SCH. BO PVC UNION, O-R'NG TYPE LASCO OR EQUAL © SCH.BO PVC NIPPLE @ WATERPROOF WIRE CONNECTORS PER NOTES @ REMOTE CONTROL ELECTRIC VALVE PER LEGEND WITH PURPLE TOP (j) PURPLE 12" RECTANGULAR PLASTIC VALVE BOX (CARSON) WITH LOCKING LID, CONTROLLER AND VALVE NUMBER HEAT BRANDED INTO TOP @ FINISH GRADE -ALLOW 2" FOR MULCH IN SHRUB BEDS SET FLUSH IN TURF ® SCH.BO PVC NIPPLE @) SCH.SO FEMALE ADAPTER (TXS) @ @ @ @ PURPLE PVC PIPE SCH .40 PVC ELL (SXS) SCH.40 PVC TEE MAINLINE PRESSURIZED PVC MAINLINE (SXSXS) PER LEGEND 4. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX. (WRAP AROUND 112" PIPE 15 TIMES-REMOVE PIPE) 5. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS @ 24 VOLT DIRECT BURIAL WIRES FROM CONTROLLER PER LEGEND. UNDISTURBED ADJACENT SOIL. 6. ALL RECYCLED WATER VALVES SHALL HAVE SIGNAGE ATTACHED TO VALVE STATING "DO NOT DRINK," PER WATER DISTRICT AND HEATH DEPARTMENT REQUIREMENTS. @ 1 CUBIC FOOT PEA GRAVEL MIN. SUPPORTING VALVE BOX @ UNMORTARED BRICK FOUNDATION REMOTE CONTROL VALVE FOR RECLAIMED WATER SIDEWALK CURB METER BOX WITH BOLT - DOWN LID -SIZE TO FIT POTABLE WATER METER 24" --------i \i--•'----10' MINIMUM TO POTABLE MAINLINE IN STREET RECYCLED WATER IRRIGATION MAINLINE WITH PURPLE SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATI-i OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 1 0' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. @-:0_ 3 T_j~-.B_L_E_M_A_IN_L_IN_E_C_R_O_S_S_IN_G ______ _ 12" 11--- 5 6 --;_:;....::...:: ;: ,.... ............ ~ 111~ .. 111 111 11- -' LEGEND: CD WALK OR CURB ® BUILDING WALL (WHERE APPLICABLE) @ FINISH GRADE IN TURF AREAS © POP-UP ROTOR HEAD AND NOZZLE ® MULCH LAYER IN PLANTING AREAS @ FINISH GRADE IN PLANTING AREAS 0 SCH.BO P.V.C. NIPPLE (2 EACH) SIZE PER HEAD INLET @ PVC STREET ELL (2 EACH) SIZE PER HEAD INLET ® PURPLE PVC LATERAL (PER PLAN) @) PVC TEE OR ELL (SXSXT) (u) PURPLE CAP FOR RECYCLED WATER NOTES: 1. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 2. ALL SCH.BO P.V.C THREADS SHALL BE WRAPPED WITH TEFLON TAPE. OR RECOMMENDED BY MANUFACTURER @ 3" SPRAY DISTANCE 6" ROTOR DISTANCE • .. :.,. z !-. ~ -11 lo ll,,, 11 - 6 9 " ~ A • ~ -----------• N - 6" --' -', -~ ··~ ~ • CD - 1 B"+ DIAMETER OF PIPE 6" MIN. LEGEND: G) IMPORTED TOPSOIL OR AMMENDED NATIVE SOIL ® FINISHED GRADE @ NATIVE SOIL FREE OF ROCKS AND DEBRIS 3" OR GREATER @ TRENCH MARKER WARNING TAPE TO RUN CONTINUOUS ALONG THE ROUT OF THE MAINLINE. ONE IMMEDIATELY ON TOP AND ONE 12" ABOVE MAINLINE @ SAND BEDDING MATERIAL @ IRRIGATION MAINLINE (j) DIRECT BURIAL CONTROL WIRES @ IRRIGATION LATERAL LINE @ IN LINE DRIP TUBING NOTES: 1. TRENCH MARKER SHALL BE A 3" WIDE CONTINUOUS METALLIC PLASTIC STRIP ABOVE THE MAINLINE AND DIRECT BURIAL CONTROL WIRES. 2. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE PER THE IRRIGATION SPECIFICATIONS. 3. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 4. SEE NOTE 23 AND 24 ON SHEET L-1.0 FOR PIPE SIZES AND DEPTHS. 0 POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER 7--------- r.JTS 8 _ ___:_ _____ _ ® MAINLINE/DIRECT BURIAL CONTROL WIRE ~~O c·,C/-:.,'_F 1 s CHMIDT DESIGN GROUP, INC. ••• •·~·· ••• BALANCJNG ARTISTIC EXPRESSJON JK DESIGN \\'ITH ENVlRONMENTAL SENSITIVITY 2655 Fourth Aveu ue, San Die go, CA Y2103 lelephone {619] 236-1462 facsimile {fi 19 J 236-8792 www.schmidtdesign.com Uc. CA2138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PLT DATE: 11 AS BUIL T 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, TNCLUDING PRECISE LOCA'l7ION OF PLANTING AREAS. TITLE _______ _ REV!Ev/ED BY, INSPECTOR L-1.8 DATE DATE '-'~5,,,../2..,4 /.._1-43 ..__,.,SD-GA.J-A1 _R,.,,EV-1S .... □N __ S.._T_,O "-81..,D '-DO-"'C-....£-------+------+---l-~---"1_· 1-li-rt_E:..-----1 I S1HE1ET I CI TY OF CAR LS 13 ~1 ;:==='-===:::::P::::L:::A:::N:::N:::I ~:::::G:::::::::D:::EP:::A:::::R:::T:::M:::::E:::N:::T==t==:..':::L_Rj==~ PALOMAR COMMONS-CENTt:l'(_.,A._.,A._.,A._AJ..n IRRIGATION DETAILS _AP-PR_ov_Eo_~_U_ \ &;, ~)~lf PLANNING ----+-----------------t-::----,-----t--,--+--c-=::--+--:--:::::-c---l OWN BY: DATE INITIAL DATE INITIAL DATE INITAL CHKD BY: __ _ ENGINEER OF WORK REVISION DESCRIPTION [THER APPROVAL CITY APPROVAL RVv/D BY, PROJECT 'jQ_ SOP 09-05 DRAWING NO. 468-5M - 1 TD PRESSURE REGULATOR 5 2 PLAN VIEW 100rrrn ◄I. 14"> 150nm l (6") I'◄ f !NISH GRADE B PROFILE TO PRESSURE REGULATOR ··- METER Y-STRAINER CHECK VALVEi-PRESSURE TEST MASTER FLOW i ~ • C REGULA TOR ,- POC SEQUENCE STATION ,- = NOTES: ~ 1 I REFER TO SECTIONS 15151 ANO 15152 OF THE SPECIFICATIONS ' 21 SET TOP OF METER BOX FLUSH WITH SIDE WALK, CURB OR FINI SH GRADE j,31 INSTALL WARNING/IDENTIFICATION TAPE AS SHOWN ON WP-01 ~~41 WATER LATERALS INSTALLED FDR THE USE OF RECYCLED WATER SHALL BE d •~ IDENTIFIED AS DESCRIBED IN SECTION 15151 OF THE SPECIFICATIONS .. ' ~J 5 I INSTALL WYE STRAl~ER HORIZONTAL TO SERVICE LATERAL ~~ 61 MATERIALS SHALL BE SELECTED FROM THE APPROVED MATERIALS L 1ST •• s;J I A MORE STRINGENT METHOD OF BACKFLCW PREVENTION MAY BE REQUIRED -~ ia AS SHOWN ON THE APPROVED PLANS VALVE ,-SENSOR ~~ ITEM 6z *~ NO SIZE AND DESCRIPTION ITEM NO SIZE AND DESCRIPTION = 1 METER ASSEMBLY PER WS-01 & WS-02 6 13rrrn I,,," I BRASS BALL VALVE ! 2 BRASS OR COPPER PIPE 7 METER BOX WITH LID 25Drrrn x 500rrm ! 3 WYE STRAINER, SEE NOTE 5 110"x 20"1 OR 425mm x 150nm I 17"x30"1 ~' 4 BRASS CHECK VAL VE B 1 Orrrn I ,,," I ROCK, I oorrrn TO 150nm s~'l---'---+-'='--'-="'----'-'=------- 00 5 SCREWED BRASS UNION 14" TO 6"> DEEP i!1.....,"""2-'5rrm..;;.;;;.;.;;.;A;.;;.;N;;..D=-,;5_,0.,;;;rrm.,;,;;;,a...( 1-,,,., A_N_D_2""'"-)~RE __ C_Y_C..,_L_E __ D ___ ,...,-A ... TE-R-AG_E_NC-I-ES_S_T_A-ND_A_R---1DS ~o ;: WATER IRRIGATION CHECK VALVE ~ INSTALLATION COMMITTEE APPROVAL: 1111612001 DRAWING NUMBER: WR-0 3 :.:_ RECYCLED WATER CHECK VALVE AND WYE STRAINER LEGEND: G) SLIP X SLIP 45 DEGREE ELL (2 REQUIRED) @ ¾" GRAVEL SUMP IN, UNDER, AND AROUND VALVE BOX FILL TO TOP OF VALVE BOXES @ USE½" PVC SCRAP TO WRAP 12" OF ADDITIONAL WIRE BEFORE CONNECTING (D CONNECT WIRES TO VALVE USING WATER TIGHT CONNECTORS @) MASTER VALVE LEGEND @ FINISH SURFACE (!) PURPPLE RECTANGULAR VALVE BOX WITH PURPLE LID (DO NOT CUT ADDITIONAL HOLES INTO BOX.) @ PVC SCH. 40 MALE ADAPTER (2 REQUIRED) ® PURPLE PRESSURE SUPPLY LINE, ALIGN WITH FLOW SENSOR (SEE PLAN FOR SIZE) @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP (jJ) 1-¼" SCH. 40 \II/IRE CONDUIT WITH SWEEP FOR MASTER VALVE WIRES (TO FLO\/\/ SENSOR) NORMALLY CLOSED MASTER VALVE FOR RW - ~V\ fiJ/0) "' o -. ". \,,f✓ -JI ◄----G ~ -,_ €, FROM PRESSURE (1)1~J) TD ~ASTER VAL VE ---► REGULATOR & ,LOW SE,SOR srr NCTE 2 PLAN VIEW o 1/)ij)»~I -.. --I , -'Av/,<'(.%'( 11r/1 I ~ '0, '-; A'-; >~ I;<_/ ':0",_ : Y,' '/, ?'V::: " " " " ·-rROM PR[SSU11E ► TO MASTER REGULATOR VALVE & FLOW SEE NOTE 2 ~~'ll~o~~D ,0 ~000°903\I SENSOR e Jr Oe5c:P00 o C) o D o'l'o~ ~§l ~ ~ ,v.g~~~~~'i~~-/'9 ~00 ~do ~ c c '$cf.) ciiGo (,2 ' PROFJLE I HY~S IRA I NERfCHECK !.CH:1--,~ PRESSLRE ""''T~St MASTER FLOW MElLR VAL VE µ;;-'!:'<c.,, _,.., -' "'" <. i-,-RE CUL A TOR t?TAIJOJ4 VALVE SENSOR --- z PDC SEQUENCE " C ~ hlOTES: i 1 I REFER TO SECTION 15151 AND 15152 OF THE SPECIFICATIONS ~ 21 INS-ALL ONE TEST STATION LOCATED DIRECT_Y DOWNSTREAM JF IRRIGATION CHECK A~D PRESSURE ~ R[GULATOR VALVE PER WR-03 ~ 31 SECOND CROSS CONNECTION TEST STATION INSTALLED AT FAR END OF DN-SITE MAIN LINE ~ 4l BRAND "TS" ON PLASTIC TEST STATION LIDS ~ ' ~ ~ ~ .~. C " ~ " 0 ;; " 0 0 ,, > " , a " ITEM SIZE ANJ DESCRIPTION ITEM SIZE AND DESCRIPTION NO NO 1 19mm 1-3,/ I SCH 80 PVC 90 ELL 5 19mm i''o"' SCHEDULE BD BRASS NIPPLE -- ? 19rrm (31q") sci~ 80 BRASS CL·JSE NP:JLE 6 METER BCX Wl1H PURPLE COLORED LiD 3 19mm I 3.-/ J BRASS LOCKABLE B.~Ll VALVE, 7 LINE SIZE GRASS GALL VALVE FIP x METER SIIVEL B LINE SIZE x 19mm I,,., I SCH 80 TEE 4 19mm x Emrn ( 3.-,,t x 1.-. .(') BRASS THREAJED 9 TYPE "K" COPPER DR B9~SS PI PE □NL Y BUSHING WITH 6,3mm 1111"1 CAPPED OUTLET 10 15Drrm (6") BASE OF ~Omm {~19'') RO(r{ 25mm ( j II ) AND 50mm ( 2 ,, ) WATER AGENCIES STANDARDS RECYCLED WATER IRRIGATION COMMITTEE APrROVAL 1 ·, 10312006 CROSS CONNECTION TEST STATION DR/,Wl~G NUMBER WR-04 CROSS CONNECTION TEST STATION 10 X PIPE DIA IN. UPSTREA ROM SENSO 5 X PIPE DIA . DOWNSTRE ROM SENS◊ (D 10" ROUND VALVE BOX (PURPLE COLOR FOR RECYCLED \/\/ATER) (00 NOT CUT ADDITIONAL HOLES INTO BOX) (j) 1-¼" SCH.40 \/VIRE CONDUIT \1\/ITH S\1\/EEP FOR FLO\/\/ SENSOR/MASTER VALVE CABLE (TO CONTROLLER) 0 FINISH SURFACE 0 CABLE FROM MASTER VALVE TO CONTROLLER ASSEMBLY © 1-/14" CONDUIT FROM MASTER VALVE ASSEMBLY ® CONNECT \/VIRES TO VALVE USING \/\/ATER TIGHT CONNECTORS ® 8" DIA CL 160 PVC SLEEVE (OTO REST ON TOP EDGE OF PURPLE PRESSURE SUPPLY LINE) @ FLO\/\/ SENSOR (SEE LEGEND) ® ¾" GRAVEL SUMP IN.UNDER AND AROUND VALVE BOX_ FILL TO TOP OF VALVE BOX HOLES. @ INSTALL FILTER FABRIC AROUND GRAVEL SUMP @) PVC REDUCING BUSHING FOR REDUCTION IN PIPE SIZE AT FLOW SENSOR @ 45 DEGREE PVC SCH. 40 SLIP X SLIP ELL (2 REQ.) EXTEND PRESSURE SUPPLY LINE TO 18" 6r-----------® FLOW SENSOR DEPTH \C SC_lL:: SECTION NOTE: CONTRACTOR TO LABEL IRRIGATION CONTROLLER WITH "DO NOT DRINK SIGN." LEGEND: G) 1" (25mm) CRUSHED ROCK (6" (150mm) DEPTH MINIMUM) 0 CONDUIT FOR LOW VOLTAGE FIELD WIRES ® CONCRETE BASE © ANCHOR BOLTS, NUTS & WASHERS (4 EACH) © FIELD WIRE BUNDLE. INCLUDES DIRECT BURIAL CABLES AND WIRES FROM CONDUITS PER PLAN. © TERMINAL STRIP WITH ELECTRICAL SURGE PROTECTION. CONTRACTOR SHALL ROUTE ALL FIELD WIRES TO THIS LOCATION (PER PLAN) ALL WIRES ANO CABLES WILL BE BUNDLED AND COILED WITH AT LEAST 5 FEET (1.5m) OF ADDITIONAL WIRE SOAS TO PREVENT PULLING AT WIRE CONNECTIONS. 0 POWER SWITCH AND OUTLETS © ELECTRONIC CONTROLLER ASSEMBLY: PRE-ASSEMBLED ON STAINLESS STEEL BACKBOARD CONFIGURATION AS SHOWN PER PLAN ® STAINLESS STEEL ENCLOSURE SHOWN \1\/ITH 12"(305mm) PEDESTAL MOUNTED SECURELY TO CONCRETE BASE ENCLOSURE PER PLANS @ FINISH GRADE @ CONDUIT FOR 120 VOLT POWER SUPPLY @ CONDUIT FOR PHONE @ CONDUIT FOR FLOW SENSOR AND MASTER VALVE @ RAIN SENSOR IN STAINLESS STEEL ENCLOSURE EXISTING SUBGRADE BACKFILL MATERIAL (SEE SPECS) /:,\ CONCRETE THRUST BLOCKS \:V (SEE SPECS) © FITTING AS REQUIRED © PVC BELL REDUCER AS REQUIRED IRRIGATION CONTROLLER W/ ENCLOSURE FOR RW 4,___ _____ _ 0 THRUST BLOCKS STEP 1. STRIP WIRES 112" FROM ENDS. STEP 3: INSERT SPLICE TO BOTTOM OF GEL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT BOTTOM OF TUBE. STEP 2: APPLY SCOTCHLOK Y SPRING CON- NECTOR IN A CLOCKWISE DIRECTION. §=-:1 ~ STEP 4: POSITION WIRES IN WIRE CHANNELS AND CLOSE INSULATOR TUBE COVER. NOTE: MAXIMUM WIRE SIZES PER CONNECTOR ARE 3 -#14'S OR 2 -#12'S. 7 1-----------0 WIRE CONNECTIONS \0 SC/~.LE 5/24/13 SDG 1 REVISONS TO BID DOC DATE l~ITIAL \C :S~,/,i F SCHMIDT DESIGN GROL'P, INC. ••• •Ge ••• BALANCING ARTISTJC EXrRESSJON IN DESIGN WlTH ENVIRONMENTAL SENSITIVJTY 2655 Fourth Avenue, San Diego, CA 92103 lelephone {6191236-1462 facsimile {619\ 236-&792 www,:,;chm id Ldes ign .com LiC.CA2138,NV2J9, AZ34139 SOG PROJECT NO: 09-502 PLT DATE: L-1.9 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 TITLE _______ _ DATE REVIE\,/ED BY INSPECT DR t?-1·1~ rt'~ I S1E2T I I SH31TS I CITY OF CARLSBA ------------PLANNING D~PARTMFNT ------- PALOMAR COMMONS-CENTE IRRIGATION DETAILS APPROVFD t:r, ~ ~.~.I'? PL/INNING DATE DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL ENGINEER :JF WORK REVISION JC:SCRIPTION CHKD BY: SOP 09-05 □THE., ~??,□VAL CITY APPROVAL RV\,/D BY, 468-5M 1 4 ~ ~ ',, ~,1/,1r 5 6 -------- T --' "i--i+--~--~ I • ·-! I ,____,i~' ----~ f ~ ~~-:v~ ~ Ji. ~CJOcC)~ 0 : le, SECTION TYPICAL DRIP CONTROL VALVE KIT TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. LEGEND: CD FINISH GRADE @ ® VALVE BOX WITH COVER AS @ SPECIFIED ON IRRIGATION LEGEND @ WATERPROOF CONNECTION, @ TYPICAL © VALVE IDTAG ® 30-INCH LINEAR LENGTH OF WIRE, COILED ® PRESSURE REGULATING FILTER PER MANUFACTURER'S RECOMMENDATIONS 0 PVC SCH 40 FEMALE ADAPTOR ® LATERAL PIPE ® REMOTE CONTROL VALVE PER IRRIGATION LEGEND @ PVC SCH 40 ELL (Ip PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) @ PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL) PVC SCH 40 TEE OR ELL PVC MAINLINE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PLAN TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) . . . PVC MAINLINE. ---- DRIP VALVE/ FILTER/ REGULATOR.--~ TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED TYPICAL LATERAL PIPE FROM VALVE ASSEMBLY, SIZE PER PLANS. __-I' ----- -----,-j I I I DRIPPER SPACING 12" 1 B" 24• I ----c', .... _J_. l".=========(,:;=~:iJ==='J AR~A. [i_ ½" POLYETHYLENE OR PVC I HEADER. -TYPICAL START CONNECTION I SXSXT TEE W/ TECHLINE MALE ADAPTER. I o=====;:::.i:===r':'J::_'-0----cc=,:i I : I I DRIPLINE SPACING AS NOTED. I : ,-----<j1------ttt--TYPICAL TECHLINE TUBING I : I : I : I : I I I LATERALS WITH EMITTER SPACING AS NOTED. TIE I DOWN STAKE AT ALL TEES, I ELLS, AND AT 5' 0 C. AT CLAY, I 4' O.C. AT LOAM, OR 3' O.C. AT I SAND. I I I I ~---MANUAL LINE FLUSHING VALVE PLUMBED TO PVC DR POLY LINE, AS NOTED. I o-~0=:o==;D==::0 END FEED EXAMPLE CENTER FEED EXAMPLE I I DRIPPER FLOW RATE w 0:: ' ::, (/) f:3 0:: 0.. (GPH) : 0.26 -------- I 15 ' 127 I I : 25 I 427 ' ' I 35 . 539 ! 45 L 618 0.4 0.6 0.9 ---- 109 86 65 325 256 194 409 322 244 469 369 280 . ·-.. -··-------_ _. ____ 0.26 0.4 0.6 D.9 0.6 0.9 i --------··1"' -------~~ 177 ·, 51 120 91 , 152 116 ' .... 604 459 361 274 I 458 348 763 579 456 346 580 44D • 877 664 523 397 666 506 ·-------·-- TECHLINE CV FLOW PER 100 FEET I 1 · ~;l~~ER To.2e~GPH DRIPPER I 0.4 GPH DRIP PER I D.6 GPH DRIPPER ~:9~GPH DRIPPER I I : i I I I I I I I : i I ' ' SPACING i : 12" 18" 24" I ' GPH 26.40 17.58 N/A . -----·---· ------ GPM GPH GPM GPH GPM GPH GPM I 0.44 40.00 0.67 61.00 1 .02 92.0D 1.53 . 0.29 26,67 0.44 41.0D 0,68 61.00 1.02 -- N/A N/A N/A : 31.0D 0.51 ' 46.00 0.77 : .,.,_ •---------------------. ·-... , WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. (?\__ MANUAL LINE FLUSING VALVE ':,:I PLUMBED TO PVC OR POLY. TYPICAL SUPPLY HEADER. TYPICAL TECH LINE DRIPPER LINE TUBING TO BE BURIED 4" BELOW FINISH GRADE. TYPICAL PVC DR POLY SUPPLY DR EXHAUST HEADER TO BE BURRI ED MIN 12" BELOW GRADE. ' ISLAND LAYOUT 3 i---~ /;,;F ·1 I I Q. I I TOTAL THE COMBINED LENGTH OF THESE LATERALS AND COMPARE IT AGAINST THE MAXIMUM LENGTH OF SINGLE LATERAL TABLE. ) 1 I G) FINISH GRADE ® VALVE BOX, PER SPECIFICATIONS ® AUTOMATIC LINE FLUSHING VALVE © PRC REDUCER ADAPTERS X 1/2" FPT (SIZE AS REQ'D) ® BRICK SUPPORTS (THREE} ® 3/4" GRAVEL SUMP; 1 CUBIC FOOT 0 PVC LATERAL OR EXHAUST HEADER .. . --·-1 SUPPLY HEADER ' ' i -.;_, (Q EXHAUST F I HEADER CHECK LONGEST LATERAL AGAINST MAXIMUM LENGTH OF SINGLE LATERAL TABLE. IRREGULAR -i---B-RA_N_C_H_l~N_G_O_U_T ___ J_OINING LATERALS · AREAS: TRIANGULAR LATERALS ,--1 --· I I I l I \ \ I (\ i\ "' . ..~ \•···· ------- TOP OF SLOPE. PVC SUPPLY HEADER. MANUAL LINE FLUSHING VALVE. TECHLINE CV LATERAL TUBING. LATERALS PARALLEL TO THE CONTOURS OF THE SLOPE. LEGEND: G) AIR RELIEF VALVE AS SPECIFIED PER IRRIGATION LEGEND. ® 6" ROUND DRIP BOX. ® 1" FPTXMPT ELL. © 3/4"X1" MPT ADAPTER. ~------< 3 ® PVC LATERAL, SIZE AND TYPE PER IRRIGATION LEGEND. ® 3" THICK LAYER OF WASHED GRAVEL THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 0 DRIP AIR RELIEF VALVE IN BOX 3}---------- '-;C; s:;?.L:: IRREGULAR AREAS: ODD CURVES L -----------~ .. --. --·· . 4 TYPICAL DRIPLINE REQUIREMENTS ~----11 BJ-H=h --11 MINIMUM PIPE COVERAGE: PRESSURE LINES: LESS THAN 3" IN DIAMETER -18" COVER 3" • 5 1/2" IN DIAMETER-24' COVER 6" OR GREATER -36" COVER LATERAL LINES • 12" COVER SLEEVES UNDER ROADS (SCH 80 PVC): 6" OR LESS IN DIAMETER· 36" COVER GREATER THAN 6" IN DIAMETER -4B" COVER SLEEVES UNDER PAVING (NON-ROADS) (SCH 40 PVC): LESS THAN 3" IN DIAMETER -18" COVER 3' -5 1/2" IN DIAMETER-24" COVER 6' OR GREATER· 36" COVER LEGEND: CD PAVING PER PLAN ® FINISHED GRADE @ CLEAN COMPACTED BACKFILL @ TRENCH MARKER WARNING TAPE TO RUN CONTINUOUS ALONG THE ROUT OF THE MAINLINE. ONE IMMEDIATELY ON TOP AND ONE 12" ABOVE MAINLINE ® SAND BEDDING MATERIAL @ IRRIGATION MAINLINE PER PLAN (j) DIRECT BURIAL CONTROL WIRES @ LATERAL LINES PER PLAN @ UNDISTURBED SOIL @ SCH. 40 PVC SLEEVE 2x PIPE SIZE DIAMETER MIN. NOTE: 1. ALL PIPE AND CONTROL WIRE UNDER PAVEMENT SHALL BE INSTALLED IN A PVC. SLEEVE. 2. BACKFILL MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90% MIN. 3. PRESSURE MAINLINE SHALL BE INSTALLED ON A 6" SAND BED AND COVERED BY 6" OF SAND PRIOR TO ANY OTHER BACKFILL MATERIAL 5/24/13 SDG DATE I INITIAL E.~GINEER OF WORK SCHMIDT DESI ON GROUP, INC. ••• •Cibe ••• BALANCING ARTISTJC EXPRESSION JN DESIGN WITH ENVIROKMENTAL SENSITIVITY 2655 Fourth Avenue, S□n Diego, CA92103 le le1)hone {619} 236-1462 fucsim i1e {619 J 236-8792 www.schmidtdesign.com Llc.CA2138.NV219, AZ.34139 SDG PROJECT NO: 09-502 PLT DATE· L-1.10 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUILT" TITLE _______ _ DATE REVJE\JED BY: INSPECTOR 1 RE\1SONS TO BID DOC ~-1 ..... ~ I S1E3T I CITY OF CARLSBA w PLAN\JING DEPARTMENT 1 PALOMAR COMMONS-CENTE IRRIGATION DETAILS APPROVED I~\ 4-f:::-)L~ of, . q -I "'> PLA \JNING DATE OWN BY: PROJECT NO. DRAWl~G NO. DATE INITIAL DATE \NIT AL CHKD BY: □TIIER APPROVAL C TY APPROVAL RV\JD BY: SOP 09-05 468-5M REVISION DESCRIPTIO\ 7 IRRIGATION SPECIFICATIONS PART 1.00 GENERAL 1.01 GENERAL REQUIREMENTS A THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES NECESSARY TO COMPLETE THE IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOWN ON THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. C. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE, THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION, D, CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. E. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. 1.02 ORDINANCES AND REGULATIONS A. ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/DR CONTRACT DOCUMENTS CALL FOR, QR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF HIGHER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS, B. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS. 1 03 SCOPE OF WORK A THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SUBMIT UNIT COSTS TD THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DOCUMENTS. D. WORK NOT INCLUDED: N.I.C., BY OTHERS, EXISTING 1.04 SCHEDULE OF WORK A UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE OWNER'S REPRESENATIVE. 8. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE 1.05 COORDINATION A CONTRACTOR SHALL REPORT TO THE OWNER'S REPRESENTATIVE ANY DEVIATIONS BETWEEN CONSTRUCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. 8. CARE SHALL BE TAKEN TD COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TD MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1.06 EXPLANATION OF CONTRACT DOCUMENTS A, DUE TO THE SCALE OF CONTRACT DOCUMENTS, IT IS NOT POSSIBLE TO SHOW ALL OFFSETS, FITTING, OR SLEEVES WHICH MAY BE REQUIRED CAREFULLY INSPECT ALL CONDITIONS OF WORK ACCORDING TO THE ACTUAL SITE AND PLAN INSTALLATION ACCORDINGLY FURNISHING ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOR TD BEGINNING WORK TO THE OWNER'S REPRESENTATIVE. WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 1.07 SUBSTITUTIONS A NO SUBSTITUTIONS OF IRRIGATION EQUIPMENT DR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT, B THE RIGHT TO CHANGE THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE MANUFACTURER, MODEL, AND/DR SIZES OF IRRIGATION EQUIPMENT TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH EQUIPMENT CHANGES DO NOT EXCEED THE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE IRRIGATION INSTALLATION OPERATION COMMENCING. CHANGES IN ANY IRRIGATION EQUIPMENT FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST. 1.08 REJECTIONS A ANY IRRIGATION EQUIPMENT AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE OWNER'S REPRESENTATIVE SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED WORK AND/OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE OWNER'S REPRESENTATIVE, 1 09 SUBMITTALS A SUBSTITUTIONS: SUBMIT 3 COPIES OF CATALOG INFORMATION ON MATERIALS WHICH ARE TO BE SUBMITTED FOR SUBSTITUTION. COMPLETE MATERIAL LIST SHALL BE SUBMITTED PRIOR TO PERFORMING ANY WORK. NO SUBSTITUTION WILL BE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 1.10 RECORD CONTRACT DOCUMENTS (AS-BUILT) INFORMATION A AS-BUil T PLANS SHALL BE SUBMITTED AS REQUIRED BY THE ENGINEER AND PLANNING DEPARTMENT. A SET OF CONTRACT DOCUMENTS SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. IF NEW WORK OR WORK AS SHOWN ON THE CONTRACT DOCUMENTS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION 'RECORD DRAWING' THE MARKED CONTRACT DOCUMENTS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION BY THE OWNER'S REPRESENTATIVE UPON REQUEST AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT CONTRACT DOCUMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT AS-BUil T PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION OF THE CITY AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO THE CITY FOR THEIR KEEPING. FINAL IRRIGATION AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO SECURITIES RELEASE. 1.11 DELIVERY, STORAGE, AND HANDLING A DELIVER, UNLOAD, STORE, AND HANDLE MATERIALS, PACKAGING, BUNDLING, PRODUCTS, IN DRY, WEATHERPROOF, WATERPROOF CONDITION IN MANNER TO PREVENT DAMAGE, BREAKAGE, DETERIORATION, INTRUSION, IGNITION, EXCESSIVE EXPOSURE TO SUN, AND VANDALISM. DELIVER IN ORIGINAL UNOPENED PACKAGING CONTAINERS PROMINENTLY DISPLAYING MANUFACTURER NAME, VOLUME, QUANTITY, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW REMOVE AND REPLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENTS PREMATURELY EXPOSED TO MOISTURE, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTREMES, FIRE, OR JOB SITE DAMAGE. B. HANDLING OF PVC PIPE· EXERCISE CARE IN HANDLING, LOADING AND STORING OF PVC PIPE. ALL PVC PIPE SHALL BE TRANSPORTED IN A VEHICLE WHICH ALLOWS LENGTH OF PIPE TO LIE FLAT SO AS NOT TO SUBJECT IT TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE THAT HAVE BEEN DENTED OR DAMAGED SHALL BE DISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITH NEW PIPING. 1.12 PUBLIC SAFETY A, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNINOSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND/OR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTORS OPERATIONS AND IS NOT RESPONSIBLE FOR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. B. PROTECTION OF PROPERTY: 1. PRESERVE AND PROTECT ALL TREES, PLANTS, MONUMENTS, STRUCTURES, AND PAVED AREAS FROM DAMAGE DUE TO WORK OF THIS SECTION. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE COMPLETELY REPAIRED OR REPLACED TO SATISFACTION OF OWNER AND PAID BY CONTRACTOR. 2. PROTECT BUILDINGS, WALKS, WALLS, AND OTHER PROPERTY FROM DAMAGE. MARK AND BARRICADE OPEN DITCHES, DAMAGE CAUSED TD ASPHALT, CONCRETE, OR OTHER BUILDING MATERIAL SURFACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OWNER. RESTORE DISTURBED AREAS TO ORIGINAL CONDITION. REPLACEMENT OF PAVING AND CURBS· WHERE TRENCHES AND LINES CROSS EXISTING ROADWAYS, PATHS, CURBING, ETC., DAMAGE TO THESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIGINAL CONDITION. C, EXISTING TREES: 1. ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL EVERGREENS OR LOW BRANCHING DECIDUOUS MATERIAL SHALL BE DONE BY HAND OR BY OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANCHES. 2. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATION, IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR, SHALL BE DONE BY HAND, ROOTS 2 INCHES OR LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OF CONDUIT, SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE A TRENCHING MACHINE IS OPERATED CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, WALL OF TRENCH ADJACENT TO TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH ROOTS. ROOTS 1 INCH AND LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF "TREE SEAL". TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN 24 HOURS, AND WHEN THIS IS NOT POSSIBLE, SIDE OF TRENCH ADJACENT TO TREE SHALL BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS. D. PROTECTION AND REPAIR OF UNDERGROUND LINES 1. REQUEST PROPER UTILITY COMPANY TO STAKE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND ELECTRIC, GAS, OR TELEPHONE LINES. TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNDERGROUND LINES FROM DAMAGE. IN THE EVENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE REPAIRED BY CONTRACTOR, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID BY CONTRACTOR. 1.13 WARRANTY/GUARANTEE A CONTRACTOR SHALL WARRANT MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WORKMANSHIP FDR SIMILAR PERIOD. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING MATERIAL WARRANTY ITEMS WITH MANUFACTURER/DISTRIBUTOR. B. SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING GUARANTEE PERIOD SHALL BE REPAIRED BY CONTRACTOR AT NO EXPENSE TO OWNER, INCLUDING COMPLETE RESTORATION OF DAMAGED PROPERTY. C. EXPENSES DUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION SHALL BE BORNE BY CONTRACTOR 1,14 MAINTENANCE A FURNISH THE FOLLOWING MAINTENANCE ITEMS TO OWNER PRIOR TO NOTICE OF COMPLETION: 1. (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED ON THIS PROJECT, 2. (2) KEYS FOR EACH AUTOMATIC CONTROLLER, LOCKING VALVE BOXES AND LOCKING QUICK COUPLERS. 3. (4) IRRIGATION HEADS WITH NOZZLES (OF EACH TYPE USED) FDR EVERY 100 IRRIGATION HEADS USED, 4. OPERATION MANUALS FOR CONTROLLERS AND ANY OTHER EQUIPMENT USED ON PROJECT. 5. A REDUCED KEY MAP OF THE SITE HIGHLIGHTING EACH VALVE CONTROL AREA WITH A DIFFERENT COLOR THIS MAP SHALL BE LAMINATED AND SHALL FIT INSIDE OF THE CONTROLLER BOX. PART 2.00 MATERIALS 2.01 PIPE AND FITTINGS A. MAIN LINES (CONSTANT PRESSURE) 2" AND LARGER SHALL BE POLYVINYL-CHLORIDE (PVC) 1120-160/200 P.S.I., CLASS 315 WITH SOLVENT WELD CONNECTIONS; 1-1/2" AND SMALLER SHALL BE PVC SCHEDULE 40. 1. SOLVENT WELD MAIN LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE. 8. LATERAL LINES (NON-PRESSURE) 3/4" AND LARGER SHALL BE CLASS 200 PVC PLASTIC PIPE.1. SOLVENT WELD LATERAL LINE: AT CHANGES IN DIRECTION OR BRANCH MAINS, USE APPROPRIATE SCHEDULE 40 PVC FITTINGS AS APPROVED BY THE UNIFORM PLUMBING CODE. C. FLEXIBLE TUBING SHALL BE PVC FLEXIBLE AS SPECIFIED IN CONTRACT DOCUMENTS. D. CONNECTIONS BETWEEN MAIN LINES AND REMOTE CONTROL VALVES SHALL BE OF SCHEDULE 80 PVC (THREADED BOTH ENDS) NIPPLES AND FITTINGS. E. RISERS SHALL BE AS FOLLOWS: SCHEDULE 80 PVC THREADED NIPPLES AND SCHEDULE BO PVC ELLS AS SHOWN IN THE CONSTRUCTION DETAILS. 2.02 MISCELLANEOUS INSTALLATION MATERIALS A SOLVENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL BE OF MAKE AND TYPE APPROVED BY MANUFACTURER(S) OF PIPE AND FITTINGS. CEMENT SHALL BE MAINTAINED AT PROPER CONSISTENCY THROUGHOUT USE. B. PIPE JOINT COMPOUND SHALL BE NON-HARDENING, NON-TOXIC MATERIALS DESIGNED SPECIFICALLY FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE SHALL BE SAME AS TEFLON TAPE. 2.03 MISCELLANEOUS EQUIPMENT A PROVIDE ALL EQUIPMENT CALLED FOR BY THE CONTRACT DOCUMENTS. B. VAL VE BOXES: 1. MANUAL VALVES, DRIP LINE BLOW-OUT STUBS, AND WIRE SPLICE BOX· AMETEK 10" CIRCULAR BOX. 2, 314 INCH THROUGH 2 INCH CONTROL VALVES -AMETEK 12" STANDARD BOX. 3. DRIP VALVE ASSEMBLIES· AMETEK 12" STANDARD BOX. C. ELECTRICAL CONTROL WIRING: 1. LOWVOLTAGE: D. ELECTRICAL CONTROL WIRE· AWG UF UL APPROVED NO 14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL CONTROL WIRES, AND NO. 14 GAUGE DIRECT BURIAL COPPER WIRE FOR ALL COMMON WIRES. E. WIRE COLORS: 1. CONTROL WIRES-RED. 2, COMMON WIRES· WHITE. 3, MASTER VALVE WIRES· BLUE. 4. SPARE WIRES· GREEN {LABELED AT TERMINATIONS). F. IF MULTIPLE CONTROLLERS ARE UTILIZED, AND WIRE PATHS OF DIFFERENT CONTROLLERS CROSS EACH OTHER, BOTH COMMON AND CONTROL WIRES FROM EACH CONTROLLER SHALL BE DIFFERENT COLORS APPROVED BY LANDSCAPE ARCHITECT. G. CONTROL WIRE CONNECTIONS SHALL BE MADE WITH 3M DIRECT BURY SPLICE, RAIN BIRD PENTITE CONNECTORS, OR SIMILAR DRY SPLICE METHOD. 1. HIGH VOLTAGE. WIRE SIZE AND TYPE SHALL BE AS REQUIRED BY LOCAL CODES, ORDINANCES AND PROPER SIZE TO ACCOMMODATE NEEDS OF EQUIPMENT SERVICED. H. ELECTRIC CONTROL VALVES· AS SPECIFIED IN CONTRACT DOCUMENTS. I. SPRINKLER HEADS· AS SPECIFIED IN CONTRACT DOCUMENTS. FABRICATE RISER UNITS IN ACCORDANCE WITH DETAILS IN CONTRACT DOCUMENTS. WITH RISER NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER BODY. J. PRESSURE GAUGES· SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS K. STRAINER· SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS L, PRESSURE REDUCING VALVE-AS SPECIFIED IN CONTRACT DOCUMENTS. M, AUTOMATIC CONTROLLER-AS SPECIFIED IN CONTRACT DOCUMENTS. N. BALL VALVES· AS SPECIFIED IN CONTRACT DOCUMENTS, 0. BACKFLOW PREVENTION DEVICE· AS SPECIFIED IN CONTRACT DOCUMENTS. PART 3.00 · INSTALLATION 3.01 PREPARATION A SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS AND EQUIPMENT IN MANNER TO EFFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE. 3.02 LAYOUT A LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENTS. WHERE CONDITIONS DO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHERE SHOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND DETERMINE RELOCATION IN JOINT CONFERENCE B. RUN PIPELINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER PRACTICAL 3 03 EXCAVATING AND TRENCHING A INSTALL SLEEVING UNDER EXISTING ASPHALT PAVING AND CONCRETE WALKS, TO ACCOMMODATE PIPING AND WIRING. B. TRENCHING. TRENCH EXCAVATION SHALL FOLLOW, AS MUCH AS POSSIBLE, LAYOUT SHOWN IN CONTRACT DOCUMENTS. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCH BOTTOM SHALL BE CLEAN AND SMOOTH WITH ALL ROCK AND ORGANIC DEBRIS REMOVED, PRESSURE SUPPLY LINE TRENCHES SHALL BE OVER-EXCAVATED AS REQUIRED TO ALLOW FOR BEDDING MATERIAL. 1. CLEARANCES A. PIPING SMALLER THAN 3 INCHES. TRENCHES SHALL HAVE A MINIMUM WIDTH OF 7 INCHES, B. LINE CLEARANCE· PROVIDE NOT LESS THAN 6 INCHES OF CLEARANCE BETWEEN EACH LINE, AND NOT LESS THAN 12 INCHES OF CLEARANCE BETWEEN LINES OF OTHER TRADES. 2. PIPE AND \'VIRE DEPTH: A PRESSURE SUPPLY PIPING· 18 INCHES FROM TOP OF PIPE TO FINISHED GRADE, B. NON-PRESSURE PIPING (POP-UP) -12 INCHES FROM TOP OF PIPE TO FINISHED GRADE. C. CONTROL WIRING. SIDE OF PRESSURE SUPPLY LINE. 3, BORING WILL BE PERMITTED ONLY WHERE PIPE MUST PASS UNDER OBSTRUCTION(S) WHICH CANNOT BE REMOVED. IN BACKFILLING BORE, FINAL DENSITY OF BACKFILL SHALL MATCH THAT OF SURROUNDING SOIL, IT IS ACCEPTABLE TO USE SLEEVES OF SUITABLE DIAMETER INSTALLED FIRST BY JACKING OR BORING, AND PIPE LAID THROUGH SLEEVES. OBSERVE SAME PRECAUTIONS AS THOUGH PIPE WERE INSTALLED IN OPEN TRENCH 3.04 ASSEMBLING PIPELINES A ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT AND PIPE SCALE. FIELD CUT ENDS SHALL BE REAMED ONLY TO FULL DIAMETER WITH ROUGH EDGES AND BURRS REMOVED. B. SOLVENT WELD JOINT: EACH INSTALLER SHALL BE PROPERLY TRAINED IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE: 1. PREPARE JOINT BY FIRST MAKING SURE THE PIPE END IS SQUARE, THEN DEBURRING THE PIPE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURE. 2. SNAKE PIPE IN TRENCH AS MUCH AS POSSIBLE TD ALLOW FOR EXPANSION AND CONTRACTION. 3. DRY-INSERT PIPE INTO FITTING TO CHECK FOR MIS-SIZING. PIPE SHOULD ENTER FITTING 113 TO 2/3 DEPTH OF SOCKET, 4. LAY PIPE AND MAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. SOLVENT WELD JOINTS SHALL BE MADE BY PROCESS AND MATERIALS AS RECOMMENDED BY THE MANUFACTURER 6. CURE JOINT A MINIMUM OF THIRTY (30) MINUTES BEFORE HANDLING AND AT LEAST (24) HOURS BEFORE ALLOWING WATER IN THE PIPE, C. THREADED JOINT: 1. FIELD THREADING OF PLASTIC PIPE OR FITTINGS IS NOT PERMITTED. FACTORY· FORMED THREADS ONLY WILL BE PERMITTED. 2. FACTORY-MADE NIPPLES SHALL BE USED WHEREVER POSSIBLE, FIELD-CUT THREADS IN METALLIC PIPE \"JILL BE PERMITTED ONLY WHERE ABSOLUTELY NECESSARY. WHEN FIELD THREADING, CUT THREADS ACCURATELY ON AXIS WITH SHARP DIES, 3. ALL THREADED JOINTS SHALL BE MADE UP WITH PIPE JOINT COMPOUND. APPLY COMPOUND TO MALE THREADS ONLY. 4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREADS SHALL BE VISIBLE WHEN JOINT IS MADE UP. 5. WHERE ASSEMBLING SOFT METAL (BRASS DR COPPER) OR PLASTIC PIPE, USE STRAP TYPE FRICTION WRENCH ONLY; DO NOT USE METAL-JAWED WRENCH, D. CAP OR PLUG OPENINGS AS PIPELINE IS ASSEMBLED TO PREVENT ENTRANCE OF DIRT OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. E. WHERE PIPES OR CONTROL WIRES PASS THROUGH SLEEVES, PROVIDE REMOVABLE NON-DECAYING PLUG AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTH. 3 05 REMOTE CONTROL VALVES A INSTALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GROUP TOGETHER WHERE PRACTICAL LIMIT ONE REMOTE CONTROL VALVE PER BOX. B LOCATE VALVE BOXES 12" FROM AND PERPENDICULAR TO WALK EDGES, BUILDINGS AND WALLS. PROVIDE 6" BETWEEN VALVE BOXES WHERE VALVES ARE GROUPED TOGETHER C. THOROUGHLY FLUSH MAIN LINE BEFORE INSTALLING VALVE D. INSTALL IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. E LABEL CONTROL LINE WIRE AT EACH VALVE WITH A21/4" X 2 314" POLYURETHANE ID. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE AND LOCATE INSIDE VALVE BOX, F INSTALL VALVE BOXES FLUSH WITH GRADE IN LAWN AREAS AND 2" ABOVE GRADE IN SHRUB AREAS. 3.06 AUTOMATIC CONTROL WIRING A RUN WIRING ALONG PRESSURIZED MAINLINES WHEREVER PRACTICAL, TIE WIRES IN BUNDLES WITH PIPE WRAPPING TAPE AT 10' INTERVALS AND ALLOW SLACK FOR CONTRACTION BETWEEN STRAPPING. B. LOOP A MINIMUM OF THREE (3) FEET OF EXTRA WIRE IN EACH VALVE BOX; BOTH CONTROL WIRE AND GROUND WIRE. C. CONNECTIONS SHALL BE MADE BY CRIMPING BARE WIRES WITH BRASS CONNECTORS AND SEALING WITH EPOXY RESIN SEALER PACKS. D. SPLICING WILL NOT BE PERMITTED BETWEEN VALVES AND CONTROLLER E. WHERE CONTROL LINES PASS UNDER PAVING, THEY SHALL PASS THROUGH SCHEDULE 40 ELECTRICAL PVC CONDUIT, F. (INSTALL ALL CONTROL WIRE SPLICES NOT OCCURRING AT CONTROL VALVE IN A SEPARATE SPLICE VALVE BOX.) NOT APPLICABLE TO THIS CONTRACT· OMIT G. INSTALL ONE CONTROL WIRE FOR EACH CONTROL VALVE. H. RUN (1) SPARE, NO. 14 GAUGE WIRE FROM CONTROLLER PEDESTAL TO EACH ELECTRIC CONTROL VALVE MANIFOLD ON EACH AND EVERY LEG OF PRESSURE SUPPLY LINE I, LABEL SPARE WIRES AT CONTROLLER AND WIRE STUB BOX 3.07 AUTOMATIC CONTROLLER A PROVIDE AND INSTALL AUTOMATIC IRRIGATION CONTROLLER IN APPROXIMATE LOCATIONS SHOWN IN CONTRACT DOCUMENTS. VERIFY THE EXACT LOCATION ON THE SITE WITH THE LANDSCAPE ARCHITECT. PROVIDE CONDUIT AND WIRE AND CONNECT TO 120 VOLT SWITCH (POWER BY OTHERS) ACCESSIBLE TO CONTROLLER FOR EASE OF MAINTENANCE. B. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO ASSIGNED IDENTIFICATION NUMBER OF VALVE. EACH CONTROL LINE WIRE SHALL BE LABELED AT CONTROLLER WITH A PERMANENT NON-FADING LABEL INDICATING STATION NUMBER OF VALVE CONTROLLED. ATTACH LABEL TO CONTROL WIRE. 3.08 BACKFILLING A. BACKFILLING· DO NOT BEGIN BACKFILLING OPERATIONS UNTIL REQUIRED SYSTEM TESTS HAVE BEEN COMPLETED, LEAVE TRENCHES SLIGHTLY MOUNDED TO ALLOW FOR SETTLEMENT AFTER BACKFILLING IS COMPLETED. TRENCHES SHALL BE FINISH GRADED PRIOR TO WALK-THROUGH OF SYSTEM BY LANDSCAPE ARCHITECT 1. MATERIALS. EXCAVATED MATERIAL IS GENERALLY CONSIDERED SATISFACTORY FOR BACKFILL PURPOSES AFTER COMPLETING BEDDING REQUIREMENTS. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MA TIER, FROZEN MATERIALS, AND STONES LARGER THAT 2 INCHES IN MAXIMUM DIMENSION. DO NOT MIX SUBSOIL WITH TOPSOIL MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE HAULED AWAY. CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL IF EXCAVATED MATERIAL IS UNACCEPTABLE OR NOT OF SUFFICIENT AMOUNT TO MEET BACKFILL, COMPACTION, AND FINAL GRADE REQUIREMENTS. 2. OPEN EXCAVATIONS SHALL BE PROTECTED IN ACCORDANCE WITH OSHA REGULATIONS. 3. COMPACT BACKFILL TO 90% MAXIMUM DENSITY IN 6" LIFTS, DETERMINED IN ACCORDANCE WITH ASTM D155-7 UTILIZING THE FOLLOWING METHODS: B. MECHANICAL TAMPING. C. PUDDLING OR PONDING. PUDDLING OR PO~!,!~S,...0~1(~)3,..fjJ¼!~'0~.__,......,_.,-._,,,-~,.--._,--.,,,,-.._,,---._, /\ D. PIPING UNDER PAVING: 1. PROVIDE FOR A MINIMUM COVER OF 36 INCHES BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON PRESSURE PIPING INSTALLED UNDER ASPHAL TIC CONCRETE OR CONCRETE PAVING. 2. PIPING LOCATED UNDER AREAS WHERE ASPHALT OR CONCRETE PAVING WILL BE INSTALLED SHALL BE BEDDED WITH CONSTRUCTION GRADE SAND OR SQUEEGEE (A LAYER 6 INCHES BELOW PIPE AND 4 INCHES ABOVE PIPE), 3. COMPACT BACKFILL MATERIAL IN 6 INCH LIFTS AT 95% MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557 USING MANUAL OR MECHANICAL TAMPING DEVICES. 4, CONTROLLER WIRES LOCATED UNDER STREETS DR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN THE SEPARATE PVC CORRESPONDING TO THE TYPE DEPTH SPECIFIED ABOVE. 5, SET IN PLACE, CAP, AND PRESSURE TEST ALL PIPING UNDER PAVING, IN PRESENCE OF OWNER PRIOR TO BACKFILLING AND PAVING OPERATIONS. 6. PIPING UNDER EXISTING WALKS OR CONCRETE PAVEMENT SHALL BE DONE BY JACKING, BORING, OR HYDRAULIC DRIVING, BUT WHERE CUTTING OR BREAKING OF WALKS AND/OR CONCRETE IS NECESSARY, IT SHALL BE DONE AND REPLACED AT NO COST TO OWNER OBTAIN PERMISSION AND PRIOR APPROVAL TO CUT OR BREAK WALKS AND/OR CONCRETE FROM OWNER. 3 09 SPRINKLER HEADS A THOROUGHLY FLUSH LINES BEFORE INSTALLING HE.ADS. B LOCATE HEADS AS SHOWN IN THE CONTRACT DOCUMENTS AND DETAILS AND NO CLOSER THAN 12" TO BUILDINGS. C, ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION AND TRIM NOT TO SPRAY ONTO WALKS, BUILDINGS, ETC. D. ADJUST PART CIRCLE HEADS FOR PROPER COVERAGE, PLANT PLACEMENT SHALL NOT INTERFERE WITH INTENDED SPRINKLER HEAD COVERAGE, PIPING, OR OTHER EQUIPMENT CONSULTANT MAY REQUEST NOZZLE CHANGES DR ADJUSTMENTS WITHOUT ADDITIONAL COSTS TO THE OWNER. 3.10 TESTS A, NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS IN ADVANCE OF TESTING. B. PERFORM TESTING AT CONTRACTORS OWN EXPENSE. C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING DR SLIPPING UNDER PRESSURE. NO FITTING SHALL BE COVERED, D FLUSHING. AFTER PIPING, RISERS, AND VALVES ARE IN PLACE AND CONNECTED, BUT PRIOR TO INSTALLATION OF SPRINKLER HEADS, THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF WATER PRESSURE FROM DEAD END FITTINGS. MAINTAIN FLUSHING FOR 5 MINUTES THROUGH FURTHERMOST VALVES. CAP RISERS AFTER ~LUS~~p'/,y THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURED AT LEAST 24 HOURS. F, TESTING· CONDUCT TESTS IN PRESENCE OF LANDSCAPE ARCHITECT, ARRANGE FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING. SUPPLY FORCE PUMP AND ALL OTHER TEST EQUIPMENT 1. AFTER BACKFILLING, AND INSTALLATION OF ALL CONTROL VALVES, FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 40 P.S.L OVER THE DESIGNATED STATIC PRESSURE OR 125 P.S.I., WHICHEVER IS GREATER, FOR A PERIOD OF 6 HOURS. 2. LEAKAGE, PRESSURE LOSS· TEST IS ACCEPTABLE IF NO LEAKAGE OR LOSS OF PRESSURE IS EVIDENT DURING TEST PERIOD. 3, LEAKS. DETECT AND REPAIR LEAKS. 4. RETEST SYSTEM UNTIL TEST PRESSURE CAN BE MAINTAINED FOR DURATION OF TEST. 5, TEST REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 100 P.S,I. FOR 2 HOURS AND VISUALLY INSPECT FOR LEAKS. RETEST AFTER CORRECTING DEFECTS. 3.11 ADJUSTING A. UPON COMPLETION OF INSTALLATION, "FINE-TUNE" ENTIRE SYSTEM BY REGULATING VALVES, ADJUSTING PATTERNS AND BREAK-UP ARMS/SCREWS, AND SETTING PRESSURE REDUCING VALVES AT PROPER PRESSURE TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE, FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TD PREVENT OVERSPRAY ONTO WALKS, ROADWAYS, AND BUILDINGS. HEADS OF THE SAME TYPE SHALL BE OPERATING AT SAME PRESSURE. B, IF IT IS DETERMINED THAT IRRIGATION ADJUSTMENTS \"JILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTMENTS PRIOR TO NOTICE OF COMPLETION, AT NO ADDITIONAL COST TO OWNER ADJUSTMENTS MAY ALSO INCLUDE CHANGES IN NOZZLE SIZES, DEGREES OF ARC, AND CONTROL VALVE THROTTLING, C. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE DESIGNATED D. AREAS WHICH DD NOT CONFORM TD DESIGNATED OPERATION REQUIREMENTS DUE TO UNAUTHORIZED CHANGES OR POOR INSTALLATION PRACTICES SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OWNER 3.12 CLEANING A MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT WORK. DISPOSE OF, OFF-SITE AT LEGAL DISPOSAL SITE AND AT NO ADDITIONAL COST TO OWNER, ALL TRASH OR DEBRIS GENERATED BY INSTALLATION OF IRRIGATION SYSTEM. -END OF SECTION- s CHMIDT DESIGN GROUP, INC, BALANCING ARTJSTlC EXPRESSION JN DESIGS WITH ENVIRO:\/MENTAL SENSJTIVJTY -c1/ SIGNATl.lRE 10-31-13 ••• ·~· • •• 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmitltdes ign.i.:om Lic.CA2138,NV219, A7.341]9 SDG PROJECT NO: □9-502 PLT DATE· 612012 BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING 1\REAS. TITLE ________ _ REVIE\..IED BY, L-1.11 DATE PROHIBITED WITHIN 10'-0" OF BUILDING OR FOU !:>ATION WALLS.~ • • • • • • '/1 \ INSPECTOR r-~-r-------ip---'---~~-~i:iIT-;::;;;:--r,::::::===:;-',:::::~~:::;;::::::::::::=~;:::;;;::~-;:;::;;;::;;:;-1 i,,"j .1~ ME, SHEET CITY OF CARLSBA ) Ll§J ·--14 PLANNING DEPARTMENT ·- -' PALOMAR COMMONS-CENTER . . . IRRIGATION SPECIFICATIONS APPROVED ~ (-r, ~\~.l -2ii ·'f, t'? 7 i PLANNING DATE DATE INITIAL ENGINCER OF WORK REVISION D[SCR!PTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL Cl IKD BY: □TWR APPROVAL CITY APPROVAL RV\..ID BY: SOP 09-05 468-5M • • • ..) TREES BOTANICAL NAME + CHILOPSIS LINEARIS ERIOBOTRY A DEFLEXA LAGERSTROEMIA INDICA FAURIEI 'NATCHEZ' • PARKINSON IA X 'DESERT MUSEUM' PINUS CANARIENSIS 0 PLATANUS RACEMOSA PLATANUS RACEMOSA QUERCUS ILEX • QUERCUS ILEX SYAGRUS ROMANZOFFIANUM • TRISTAN IA CONFERTA SIT CHARACTER/ ACCENT TREE BOTANICAL NAME SHRUBS 0 0 0 0 PHOENIX DACTYLIFERA 'MEDJOOL' QUERCUS ILEX SYAGRUS ROMANZOFFIANUM BOTANICAL NAME AGAPANTHUS PRAECOX ORIENTALIS ANIGOZANTHOS FLAVIDUS ANISODONTEA X HYPOMANDARUM ARCTOSTAPHYLOS X 'SUNSET' CALLISTEMON CITRINUS 'LITTLE JOHN' CISTUS X PURPUREUS CUPRESSUS SEMPERVIRENS 'TINY TO\1\/ER' TM COMMON NAME CONT DESERT \1\/ILLOW 24"BOX BRONZE LOQUAT 24"BOX JAPANESE CRAPE MYRTLE STANDARD 24" BOX DESERT MUSEUM PALO VERDE 'THORNLESS' 24" BOX CANARY ISLAND PINE 24"BOX CALIFORNIA SYCAMORE MULTI-TRUNK 15 GAL CALIFORNIA SYCAMORE 24"BOX HOLLY OAK 15 GAL HOLLY OAK 24" BOX QUEEN PALM 15'-18' BTH BRISBANE BOX 24" BOX COMMON NAME CONT DATE PALM 15'-18' BTH HOLLY OAK 48" BOX QUEEN PALM 12· BTH COMMON NAME CONT -- LILY OF THE NILE 5 GALLON KANGAROO PAW 5 GALLON CAPE MALLOW 1 GALLON SUNSET MANZANITA SGALLON DWARF BOTTLE BRUSH 1 GALLON ORCHID ROCKROSE 1 GAL TINY TOWER ITALIAN CYPRESS 15 GALLON QTY 17 29 31 14 8 9 19 25 33 7 44 QTY 4 6 25 QTY 368 326 46 53 171 129 11 REMARKS WUCOLS: M PALOMAR SUPPORT TREE "SUPPORT TREE" PALOMAR AIRPORT ROAD SUPPORT TREE PALOMAR AIRPORT ROAD STREET TREE LARGE SPECIMEN TREE REMARKS ACCENT CORNER PALM TO MATCH EXIST. OPPOSITE STREET CORNER REMARKS WUCOLS: M WUCOLS: L WULCOLS: M 4X4 WUCOLS: L 5·x5· WUCOLSL WUCOLS: L 4X4 DIANELLA TASMANICA 'VARIEGATA' FLAX LILY 5GALLON 27 0 DIETES GRANDIFLORA 'VARIEGATA' STRIPED FORTNIGHT LILY SGAL 103 WUCOLS: M Gl-----------<'1')"'0"'1'l"'0""1~"'A-EE¼A"'V"'l5"'C""0"'5"'A----------iaHIP0rl31""'5"'EE~l'l'r<>l'!LJl-+5"1H4"---------------i;5:-fGaiArt-t-------'j2,,t4--~1<,tf-'LJtf'C:FO>t-t3,t-,-t-t---- 0 0 0 ◊ 0 0 HETEROMELES ARBUTIFOLIA LAVANDULA X HETEROPHYLLA LEUCOPHYLLUM FRUTESCENS PHORMIUM TENAX BRONZE BABY' PHORMIUM TENAX 'DARK DELIGHT' PHOTINIAX FRASERI TOYON SWEET LAVENDER TEXAS SAGE BRONZE BABY NEW ZEALAND FLAX DARK DELIGHT FLAX PHOTINIA 5GAL 100 WUCOLS: VL 6'X6' 5GALLON 38 WUCOLS: L 5 GALLON 312 WUCOLS: L 5 GALLON 125 6'-8' HT X SP, EVERGN ACCENT 5GALLON 130 6'-8· HT X SP. EVERGN ACCENT SGALLON 82 -1c@-----------,Ri-.il-iJIA"<ll'v,Hll~4UcJtSi-<CcaA'dLctt1F-tOcitRsPNsH<ICcaA'r'l\j'M!t0)tLJH',P41toDH:Sjf'A,1'1NH8citRttUll'P41tOr' --tC#-A\tLttlFtOIHR:NN1"IA\-<C:i\0:1tF-i-FtEt:Eb-BE1=1R-ttR-t''.t-' -------,--1 GAL-L-01'1--l --~1H-6r----1f','11t.'UJfCn'03tLnS-'-1: Lc--4-4-6-6-HI l*X'IIIJ\f-' 0 RHAPHIOLEPIS INDICA 'ELEANOR TABER' INDIAN HAWTHORN 5GALLON 127 WUCOLS: M -l"'@f-----------RRRQRcSAA--1fX--'l'f'I-L-AOI\I\Vvlf'E'liR'--fC'.IA.i;RH=P>FE'l'T-f'C:FO>RRA'Al-'L'------RROSE----------------S~ll±<BN-----4!13---------- 0 EB 0 0 0 RHAPHIOLEPIS INDICA 'BALLERINA' ROSMARINUS OFFICINALIS 'TUSCAN BLUE' SANSEVIERIA TRIFASCIATA SENNA ARTEMIS IOI DES STRELITZIA REGINAE XYLOSMA CONGESTUM BALLERINA INDIAN HAWTHORN TUSCAN BLUE ROSEMARY MOTHER-IN-LAWS TONGUE SILVER SENNA BIRD OF PARADISE SHINY XYLOSMA 1 GALLON 5 GALLON 15 GALLON 1 GALLON 5GALLON 5 GALLON 385 200 7 24 394 20 WUCOLS: M \1\/UCOLS: L WUCOLS: M MODERATE WATER; 8'-10' HTXSP; EVGRN (PLANTING LEGEND CONTINUES L-2 01) 1 5/24/13 SDG /1\ REv1SONS TO BID DOC SCHMIDT DESIGN GROUP, INC. ••• ·~:· ••• BALANCING ARTISTIC EXPRESSJON JN DESJGN WITH ENVIRONMENTAL SENSJTJVITY 2655 Fourth Avenue, San Die go, CA 92103 telephone {6191236-1462 facsimile {619] 236-8792 www.1>d1mi1.ht.lt:~ign.cum Lie. CA 2138, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PLTDATE: BUii_ T11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIEwED BY: INSPECTOR I SHEET CITY OF CARLSBA [ 15 PLANNING DE?ARTMENT l----f-------+-----------------t----+---+---+--------1 PALOMAR COMMONS-CENTER PLANTING LEGEND 1----+---+---------------t----t-----t---t----i I AP PROV[□ ~ / Gr: E:lk.1: 1----1-----+-----------------t-----+----+---+--------I I PLANNING L-2.0 DATE DATE SHEETS 31 OWN BY: PROJlCT NO. IJRAWING NO. DATE INITIAL ENGINEE, OF WORK R[VISION DESCRIPTION DATE INITIAL DA1E INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: SOP 09-05 468-SM RVwD BY• GROUNDCOVER C) VINE/ESPALIER SHRUB AREAS GROUND COVERS vvvv O'v'v'v' vvvv . [] [Illl] '''''''' '''' '''' ,,,,,,,, I'''''-"''' ''''''"' ,,,,,,,, BOTANICAL NAME ABELIA X GRANDIFLORA . PROSTRA TA' IVA HAYESIANA BOTANICAL NAME FICUS PUMILA PANDORES JASMINOIDES BOTANICAL NAME ROSA X 'FLOWER CARPET RED' BOTANICAL NAME ARCTOSTAPHYLOS X 'EMERALD CARPET' BACCHARIS PILULARIS 'AL'S BLUE' ENCELIA CALIFORNICA GAZANIA RIGENS LEUCOLAENA IMPATIENS X 'WHITE' CISTUS SALVIIFOLIUS 'PROSTRATUS' ROSMARINUS OFFICINALIS 'PROSTRATUS' BIOSWALE PLANTING LEGEND (CENTER): BIOSWALE SHURBS BOTANICAL NAME • CAREXSENTA 6 CAREX SPISSA @ IRIS PSEUDACORUS 0 JUNCUS ACUTUS BAL TICUS 0 JUNCUS PATENS * JUNCUS TEXTILIS CD MIMULUS CARDINALIS IRIS MISSOURIENSIS HYDROSEED MIX APPLIED TO ALL BIO-SWALE AREAS: PROVIDE HYDROSEED MIX WITHIN ALL BIOSWALE BASINS AND SIDE SLOPES. S~ecies MIN% PUR.IGERM LBS.IACRE Eschscholzia californica 98175 2.0 Festuca amethystina 95180 25.0 Festuca ovina 95180 35.0 Festuca rubra 'Molate' 95180 18.0 COMMON NAME PROSTRATE GLOSSY ABELIA SAN DIEGO POVERTY WEED COMMON NAME CREEPING FIG BOWER VINE COMMON NAME ROSE COMMON NAME EMERALD CARPET MANZANITA DWARF COYOTE BRUSH CALIFORNIA ENCELIA TRAILING GAZANIA WHITE IMPATIENS SAGELEAF ROCKROSE DWARF ROSEMARY COMMON NAME SWAMP SEDGE SAN DIEGO SEDGE YELLOW FLAG RUSH CALIFORNIA GRAY RUSH BASKET RUSH SCARLET MONKEY FLOWER BLUE FLAG CONT 5GALLON 1 GALLON CONT 15 GALLON 1 GALLON CONT 2 GAL@30"OC CONT QTY 57 72 QTY 147 12 QTY 80 QTY 1 GAL@ 48" OC 4,764 SF 1GAL@30"OC 6,719SF 1 GAL@24"OC 320 SF REMARKS WUCOLS:M 2·xs· GROUNDCOVER WUCOLS:L 3 X10 GROUND COVER REMARKS WUCOLS: M WUCOLS: M REMARKS REMARKS 1 GAL@30"OC 3, 161 SF WULCOLS: L 4"@6"OC 874 SF 1 GAL@30" OC 11,685 SF FLATS@ 12" OC 6,451 SF CONT 5 GALLON 1 GALLON 5 GALLON 1 GALLON 1 GALLON QTY 82 48 65 37 232 MIX AND CONTAINER STOCK REMARKS 3'X3' 1-2·x4·sPRAD 4X5 3'X3' 2·x2· 5 GALLON 27 6'X6' 5 GALLON 149 30"X30" 1 GAL@ 1 8" OC 1,674 SF 12"-20" GRDCV PLANTING LOCATED WITHIN THE BIOSWALES SHALL BE FULLY KNITTED IN, AND PROVIDE COMPLETE COVERAGE OF THE SWALE AREA IN ORDER TO PROVIDE A WORKING FILTER PRIOR TO BUILDING OCCUPANCY PERMITS BEING SIGNED. ~ ~ HYDROSEED PLANTING LEGEND (CENTER): HYDROSEED: APPLY WITH HYDROSEED SLURRY OF: 2000 LBS I ACRE ECOFIBER MULCH 150 LBS I ACRE ENVIRON-MEND BINDER 20 LBS I ACRE MYCOAPPL Y ENDO MYCORRHIZAL INOCULUM (4 SPECIES OF ENDO-MYCORRHIZAE) 800 LBS ACRE BIOSOL FORTE 7-2-1 ORGAINIC FERTILIZER THROUGl-t STOVER SEED COMPANY, (213) 626-9668, OR APPROVED EQUAL HYDROSEED MIX 1: NATIVE COASTAL SAGE SCRUB S~ecies MIN% PUR.IGERM LBS./ACRE Artemisia californica 15150 3.0 Eriogonum fasciculatum 50110 12.0 Encelia californica 40160 2.0 Eriophyllum confertiHorum 30/60 1.0 Eschscholzia californica 40160 2.0 Lasthenia glabrata 50/60 2.0 Lotus scoparius 90/60 8.0 Lupinus truncatus 70160 4.0 Mimulus auranliacus puniceus 70/60 2.0 Plantago isularis 98175 30.0 Salvia apiana 70150 2.0 Salvia mellifera 90/60 2.0 Sisyrinchium bellum 95175 2.0 Total Pure Live Seed 72.0 HYDROSEED MIX 2: RIPARIAN EROSION CONTROL (AT RETENTION BASIN) Species MIN% PUR./GERM LBS./ACRE Ambrosia psllostachya 20130 2.0 Artemisia douglasiana 10150 3.0 Oenothera hookeri 98175 1.0 Typha latifolia 60150 1.0 Scirpus califomicus 90160 3.0 Juncus acutus ssp. leopoldii 90180 2.0 Scirpus maritimus 90/80 2"'°- Total Pure Live Seed 14.0 SLOPE EROSION CONTROL: CD SLOPE EROSION CONTROL TYPE 1 APPLIED TO ALL SLOPES OVER 3' IN HEIGHT: REINFORCE EROSION CONTROL STRAW MAT: BIO-D STRAW MAT BY ROLANKA, THROUGH 'GRANITE ENVIRONMENTAL' OR APPROVED EQUAL (888) 703-9889. 100% BIODEGRADABLE COMPOSED OF JUTE/SCRIM (LENO WEAVE) 9.3 LBS./ 1000 SF. THREAD (STITCHING): BIODEGRADABLE COTTON OVER PLANT WITH GAZANIA RI GENS (TRAILING GAZANIA) 12" OC, FLATS. SLOPE EROSION CONTROL TYPE 2 APPLIED TO ALL SLOPES OVER 3' IN HEIGHT: POLY JUTE EROSION CONTROL FABRIC WITH ARTEMIS IA CALIFORNICA 'CANYON GRAY' (TRAILING SAGEBRUSH) 12" O.C. FLATS. s CHMIDT DESIGN GROUP, INC. ••• •Ge ••• BALANCING ARTISTJC EXrRESSJOt,; IN DESIGN WITH ENVJROJ\MENTAL SENSJTJVITY 2655 Fourth Avenue, S:1n Diego, CA 92103 telephone {619} 236-1462 facsimile [619) 236-8i92 www.schmidtdesign.com LiC.CA2l38,NV2]9, AZ34139 SDG PROJECT NO: 09-502 PLT DATE L-2.01 APPROVED FOR PLANTING AND IRRIGATION ONLY, INC LU DING PRECISE LOCATION OF PLANTING AREAS. "AS BLJIL T" 1 5/24/13 SDG fl\-REVISDNS TD 810 D0(:__\----------1---+----+c:>"'"'::_•<i.e.,,,_lt,'-+--'-n'-'-"--I >----+----+------------------------- >----+----+-----------------+------- I----+----+-----------------+----+---+------ >----+----+-----------------+---+--------- DATE INTIAL DA TE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION JT-JE~ APPROVAL CITY APPROVAL TITLE _______ _ REVJEIJED BY: INSPECTOR SH[[T 16 CITY OF CARLSBA PLANNING DEPARTMENT DATE ~ LnJ PALOMAR COMMONS-CENTER PLANTING LEGEND (CONT) & NOTES APPROVFD PLAN\JING DW\J BY: CHKD BY: __ _ RVIJD BY: PROJECT NO. SOP 09-05 ~ ,q, . ' "';> DATE DRAWING NO. 468-5M 1 /J:-=.:::::v-;~::=:::::::::::::--;::::::--;::::::~:::::::-:::::::::--::::::::-;:::::::::::::::::--::::::::-::::=--::::,v--::;;:.-=:::::-::::::::::-_..:::-=.:::::v-;::=:::-::::::::--::::::::::-:::::::::~::::::--:::::::::-::::::::-::::::::::::---:::::::::--::::::: ---.,:--::::= -:::::--:::::::--::::=:--:::::=:::-V:::::::::--:::::::::--:::::::::-:::::::::-v::-::::::~--=::::::-:=-::::.-::.-=:::----::=---=-=-=-=---=-==--=-=-----::_=---:-=--=-=---===-=~--==-----=----==--=-=~--=-=--=-=-= _:--:_=---------------------------------------, PLANTING NOTES: CONSTRUCTION LEGEND: I > > > > ( ) I ( > > I > I } ( > I 1. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK. 2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNING WORK. 3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDER WHICH WORK SHALL BE DONE PRIOR TO BIDDING. 4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD, OR THE OTHER GOVERNING AGENCIES AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT. COMPLY WITH CARLSBAD LANDSCAPE MANUAL APPENDIX SECTION IV.E SLOPE REVEGETATION/EROSION CONTROL REQUIREMENTS. 5. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK. 6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROM BUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERS GRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE. 7. OWNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OF ANY PLANT MATERIAL. 8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER, LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE PLANS AND SPECIFICATIONS. 9. CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR OBSERVATION AT THE FOLLOWING TIMES: --PRE-CONSTRUCTION MEETING --MAINLINE -PRIOR TO BACKFILL AND PRESSURE TEST --LATERAL LINES-PRIOR TO BACKFILL --CONTROL WIRES -PRIOR TO BACKFILL --TREE LOCATIONS -PRIOR TO PLANTING --IRRIGATION COVERAGE -PRIOR TO PLANT PLACEMENT --PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING --PRE-MAINTENANCE APPROVAL --POST-MAINTENANCE/FINAL APPROVAL. 10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARY THROUGH THE ACTIONS OR NEGLIGENCE OF HIS EMPLOYEES AND SUBCONTRACTORS. 11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPES AND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM SIX DIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. TEST SHALL BE A FIRM APPROVED BY THE CITY AND SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; AND RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION. CONTRACTOR SHALL FURNISH THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE WITH A COPY OF TEST RESULTS AND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TO INSTALLATION. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS. "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPT ON SLOPES GREATER THAN 3:1. BID MIX FOR SHRUB AREAS: PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWS PER CUBIC YARD: -70% OF NATIVE SOIL -30% NITROGEN STABILIZED ORGANIC AMENDMENT -16 LBS GRO-POWER PLUS -2 LBS. FERROUS SULFATE THOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE. THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILL RESULT. 12. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDERPLANT ALL TREES WITH THE ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THE PLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANT GROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB STEMS. 13. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERE SHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ON CENTER, TRIANGULAR SPACING AS SPECIFIED IN LEGEND_ CONTRACTOR SHALL VERIFY PLANT TOTALS FOR BID PURPOSES. 14. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. 15. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREAS NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TO WEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL. REPEAT PROCESS IF WEEDS PERSIST. 16. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPE SPECIFICATIONS. 17. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED. 18. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY OWNER'S REPRESENTATIVE DUE TO CONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING. 19. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOT BARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACE FOR A DISTANCE OF 10' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTH DIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY "DEEPROOT" OR EQUIVALENT. > I 20. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOW RELEASE FORMULATION), ( 21. 1 GALLON GROUNDCOVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OF ADJACENT \ SHRUB STEMS. ~,.-A ..,.__ 22. ALL PLANTING BEDS SHALL HAVE 2" INCH THICK MULCH LAYER. "MULCH" SHALL BE BARK MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR SHREDDED CEDAR, AND FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALL SUBMIT SAMPLE TO THE PROJECT LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE JOB SITE. SOURCES: EL CORAZON COMPOST FACILITY (800) 262-4167 OR APPROVED EQUAL. 23_ ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEE PLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES AND SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THE DATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD. 24. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED AND DEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD. 25. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE AT ULTIMATE SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING THROW ALONG WALKWAYS. 26. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILIAR TO THOSE OF THE PROJECT SITE. 27. (NOT USED) 28. CONTRACTOR SHALL PROVIDE ADDITIONAL PLANT MATERIAL AS SPECIFIED BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. PLANT SPECIES SELECTION BY LANDSCAPE ARCHITECT. IF ALL MATERIALS ARE NOT USED, THE CONTRACTOR SHALL CREDIT THE OWNER THE BALANCE OF THE AMOUNT. THE CONTRACTOR SHALL BID THE FOLLOWING MATERIAL IN ADDITION TO PLANTS SHOWN ON ATTACHED PLANS TO BE PLACED BY LANDSCAPE ARCHITECT: 20 -15 GALLON ESPALLIER 5 -24" BOX TREES 25 -15 GALLON TREES 50 -5 GALLON SHRUBS 50 -1 GALLON SHRUBS 20 -FLA TS ANNUAL COLOR 20 -FLATS GROUNDCOVER 28. SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF A QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR. B. STANDARD #2 -GROUND COVER: ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-3/4 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. 30. SLOPES -6:1 OR STEEPER AND: A 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. 31. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. 32. PROVIDE EROSION CONTROL ON ALL SLOPES OVER 3' IN HEIGHT PRIOR TO PLANTING (SEE SHEET L-2.01). 33. THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. . - DESCRIPTION EXPANSION JOINT, TYP. WITH AZTEC SPEED DOWEL OR EQUAL SCORE JOINT, TYP. 0 CONCRETE PAVING: MEDIUM BROOM FINISH. COLOR NATURAL GRAY. SEE CIVIL PLANS FOR THICKNESS, VERTICAL AND HORIZONTAL CONTROL. © COLORED CONCRETE PAVING; HAND SEEDED WITH ½"-1" 'CALDERA PEBBLE' THROUGH DECORATIVE STONE SOLUTIONS OR APPROVED EQUAL. COLOR: INTEGRAL COLOR TO MATCH BUILDING STONE VENEER CORONADO SAND CANYON, PALOMAR CUSTOM BLEND. SEE CIVIL PLANS FOR THICKNESS. SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 0 ENHANCED CONCRETE PAVING FOR ADA PEDESTRIAN CROSSING; MEDIUM BROOM FINISH. COLOR: INTEGRAL COLOR TO MATCH DAVIS ADOBE OR APPROVED EQUAL. SEE CIVIL PLANS FOR THICKNESS_ 0 2" LAYER-NON-STABLEIZED DECOMPOSED GRANITE PAVING. COLOR: CALIFORNIA GOLD. MANUFACTURER: SOUTHWEST BOULDER SUPPLY (OR APPROVED EQUAL) 760-751-3333_ DOG RUN (OFF-SITE) ~ 4" LAYER STABILIZED DECOMPOSED GRANITE PAVING. COLOR: CALIFORNIA GOLD. '..;;:,J MANUFACTURER: SOUTHWEST BOULDER SUPPLY (OR APPROVED EQUAL) 760-751-3333 DOG-RUN (OFF-SITE). SEPARATE STABILIZED DG AND NON-STABLIZED DG WITH EDGING. © BENCH AT DOG RUN. 6' LONG, PERFORATED METAL BENCH, POWDER COAT GREEN, INGROUND MOUNT 'CAPRI' BENCH THROUGH MIRACLE OR APPROVED EQUAL. f7\ 7' CHAIN LINK FENCE AT DOG RUN (OFF-SITE). BLACK VINYL FENCING OR APPROVED EQUAL. \.:_J PLACE ON TOP OF MODULAR RETAINING WALL WHERE SHOWN; \/VALL PER CIVIL PLANS. SINGLE CHAIN LINK GATE; BLACK VINYL FENCING OR APPROVED EQUAL (AT DOG RUN) 30" (H) \/VALL WITH VENEER STONE TO MATCH BUILDING 'CORONADO STONE 'SAND CANYON, PALOMAR COMMONS CUSTOM BLEND, OR APPROVED EQUAL. 24" (H) WALL WITH VENEER STONE TO MATCH BUILDING 'CORONADO STONE 'SAND CANYON, PALOMAR COMMONS CUSTOM BLEND, OR APPROVED EQUAL. WATER FEATURE TREE GRATE: 'STARBURST' 60"X60" TREE GRATE, NATURAL RUST FINISH THROUGH IRONSMITH OR APPROVED EQUAL. 10'X10' SINGLE POST SQUARE UMBRELLA SHADE STRUCTURE; IN-GROUND MOUNT, FABRIC SHADE COLOR: GREEN; GALVANIZED STEEL POST. INSTALL PER MANUFACTURE'S RECOMMENDATION. LANDSCAPE STRUCTURES OR APPROVED EQUAL WOOD TRELLIS FIRE PLACE: KIT THROUGH "FIREROCK" OR APPROVED EQUAL TO BE INSTALLED WITH STONE VENEER WRAP TO MATCH BUILDING "CORONADO" OR APPROVED EQUAL. PER MANUFACTURER'S RECOMMENDATIONS 24" HIGH RAISED PLANTER DECORATIVE POTS. THROUGH ASIAN CERAMICS OR EQUAL. (800) 449-6890. COLOR AND SIZES VARY: "A1 "-BRONZE 32", "A2"-MUSTARD YELLOW 32', "B1"-BRONZE 24", "B2"-MUSTARD YELLOW 24", "C1" BRONZE 18", "CZ-MUSTARD YELLOW 18". SEE DETAIL 4/L-2.12 FOR PLANTING LAYOUT. RETAINING WALL-CMU WITH 7' FENCING ON TOP; SEE CIVIL ENGINEERING PLANS FOR WALL. 6" MOW CURB; NOMINAL GREY. BIKE RACK. KEY-S 'KEYRAC' 2 BIKE IN-GROUND MOUNT POWDER COAT (COLOR TBD). THROUGH MADRAX OR APPROVED EQUAL PH: 800-448-7931. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ® TUBULAR STEEL FENCE ON RETAINING WALL 1. UNLESS SPECIFIED OTHERWISE, LANDSCAPE CONSTRUCTION AND LAYOUT WORK INCLUDES, BUT IS NOT LIMITED TO THE LOCATION, PLACEMENT AND DETAILING OF THE PAVING TO OCCUR ADJACENT TO BUILDINGS, CONCRETE MASONRY WALLS, CONCRETE MASONRY SEATWALLS, CONSTRUCTION OF CERTAIN SPECIFIED SITE FURNITURE. 2. SEE ENGINEER'S PLAN FOR PARKING AREAS, RETAINING WALLS, SITE DRAINAGE AND GRADING, FINISH GRADING, SITE UTILITY LAYOUT AND CONSTRUCTION. < 3. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TO FACES OF, AND PERPENDICULAR TO THE FACE OF BUILDING WALLS UNLESS SHOWN OTHERWISE. ALL ANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE. WALKS CONNECTING DOORS ARE TO BE ALIGNED WITH FACE OF BUILDING UNLESS NOTED OTHERWISE. - DETAIL SDRSD#G-10 SDRSD#G-10 SDRSD #G-10 1 &2/L-2.8 4 I L-2_8 21 L-2.12 5 / L-2.8 3 / L-2.8 5 I L-2.9 1 / L-2.9 2 / L-2.9 3 / L-2_9 3 I L-2.9 2/L-2.11 & SHT L-2.13 6 / L-2.8 INSTALL PER MANUF. RECOMMEND. 1/L-2.11 SHT L-2.10 4 / L-2.9 4 / L-2.12 GI L-2.14 7 I L-2.8 SEE CIVIL PLANS 3 I 2.12 8 / L-2.8 1/ L-2.12 4. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATE /\ THE CURVED CONFIGURATION AS SHOWN ON THE PLANS. ./,..--.-~_,..---~.__,---._,v----.,v,--..._v,---._ • .,..---..,--......,.....-~-...._,,...--_,.-.._.,..--..,-._~(1 \ l 6. THE CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION STAKING. THE COST OF ANY ) RE-STAKING REQUIRED TO COMPLETE THE PROJECT SHALL BE BORNE SOLELY BY THE CONTRACTOR. 7. ) ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR SIDEWALKS. FINISH SHALL BE AS NOTED ON PLANS. 8. NO PAVING CROSS FALL WILL BE STEEPER THAN 2% INCLUDING CONSTRUCTION ) TOLERANCES 21% IS UNACCEPTABLE AND WILL BE REJECTED. 9. NO PAVING SLOPE SHALL EXCEED 5% INCLUDING CONSTRUCTION TOLERANCES. 5.1% IS UNACCEPTABLE AND WILL BE REJECTED. 1 . EXPANSION JOINTS SHALL BEAS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS, BUILDINGS, OR OTHER HARD SURFACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER. 11. 12. 13 14. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING. CONSTRUCT EXPANSION, WEAKENED (CONTRACTION) AND CONSTRUCTION JOINTS IN ACCORDANCE WITH SECTION 303-5.4 OF (GREENBOOK) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN A MAXIMUM 1.5% SLOPE AWAY FROM BUILDINGS AND WALLS INTO DRAINAGE STRUCTURES OR TO STREET. CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS MAINTAINING DRAINAGE. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION. 1 . SEE ELECTRICAL PLANS FOR SLEEVE AND LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION. 16 CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES 1 IMMEDIATELY. 17. ALL VERTICAL SURFACES, UNLESS NOTED OTHERWISE, SHALL RECEIVE 3 COATS OF GRAFFITI RESISTANT COATING. COATING SHALL BE AS MANUFACTURED BY MONOPOLE INC. I OR APPROVED EQUAL. 1ST COAT: AQUASEAL ME12, 2ND COAT: PERMASHILD BASE, 3RD COAT: PERMASHIELD PREMIUM (MATTE FINISH). 18.) ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC_ SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 1 CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING ) CONSTRUCTION. 2 , CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY ) TO PROVIDE ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC. 21 NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 22) ANY PROPOSED WORK THAT IS INCONSISTENT WITH COMMON, SAFE CONSTRUCTION PRACTICES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE ) PRIOR TO COMMENCING WITH CONSTRUCTION. 2~ CONTRACTOR SHALL SECURE ALL PERMITS AND PAY ALL APPLICABLE FEES TO CONSTRUCT THE PLANS HEREIN. 24) CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AS NECESSARY. 2 . CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE REVIEW AND APPROVAL FOR DETAILS AS NOTED ON THE PLANS AND SPECIFICATIONS. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF THE SITE AND PROVIDING ADEQUATE SAFETY MEASURES DURING CONSTRUCTION ON A 24 HOUR BASIS. 2 . CONTRACTOR SHALL PROVIDE A 24 HOUR PHONE NUMBER AVAILABLE IN CASE OF EMERGENCY. 28 EDGE PROTECTION: RAMPS, LANDINGS AND WALKWAYS WITH DROP-OFFS (4" OR MORE) SHALL HAVE AN EDGE PROTECTION SUCH AS CURBS, \/VALLS, RAILINGS, OR PROJECTING 1 SURFACES THAT PREVENT PEOPLE FROM SLIPPING OFF THE RAMP. CURBS A MINIMUM OF 6" HIGH ABOVE THE WALKWAY SURFACE OR A GUARDRAIL OR HANDRAIL WITH A GUIDE RAIL CENTERED 3" PLUS OR MINUS 1" ABOVE THE WALKWAY SURFACE. I l (1\ l ) ) ) SCHMIDT DESIGN GROUP, INC. RALANCIN □ ARTJSTJC EXrRESSJON JN DESIGN WJ"JH ENVIRONMENTAL SENSITIVJTY 2655 Fourth Avenue. San Diego, CA 92103 telephone {6191236-1462 facsimile {619 J 236-8792 www.s chm id I design.com Lie. CA213B, NV 219, AZ 34139 /;/,, ~GNATURE 10 31 13 SDG PROJECT NO: 09-502 PLT DATE: II AS BUIL T11 AP PRO VEl) FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ REVIE\./ED BY• INSPECTOR L-2.02 DATE DATE < l 5. THE CONTRACTOR SHALL HAVE OWNER'S REPRESENTATIVE VERIFY ALL, CONSTRUCTION STAKING LOCATIONS PRIOR TO INSTALLATION OF CONCRETE PAVING. l-5---'-/_24-'---/1_3+---S_DG--+=/11\,,__R_E_VIS_O_NS_T_D_IJ_ID_D_DC_~------+----+------+"'f,-<j .1_~+---11_t:-__. ~7 C I TY OF CAR LS BAJ I SH3EE1TS] ' '-'-1r,-=---=:,tj,---=:,tj~=======~---------j--1----t- ' • ' ~LJLj===----'===PL:=A==N=-:N==IN==G=D=E==P A==R==T:=M:=E:=N=T==i=:::'. ,, -"--. _,,._ . .__.,,...____,,,.., _v_) l------l------+------------------1------+-----+------j---- DATE INITIAL LNGINETR OF WORK REVISICN DESCRIPTION DATE INITIAL DATE INITIA OTHER APPROVAL CITY APPROVAL PALOMAR COMMONS-CENTER LANDSCAPE CONSTRUCTION LEGEND & NOTES APPROVED PLANNING DWN BY: PROJECT NO_ , DRAWING NO_ Cl IKJ BY: __ _ RV\v'D BY• SOP 09-05 468-5M ( \ EASEMENT X X X X X X X X X X X X X X X X X X X X t X RETENcTIGlN< X x BA.SINx x x x X X X X X X t X X X X X t X X X X X X X X X X X X t X X X X X : : t· X X X '1 OFF-SITE ANIMAL SHELTER PLANTING QTY 0 CEANOTI IUS X 'CONCH;A;' C;A;LIFORl~l;A; LIIJ<C 3 13;6;LLON '<fll'l:JCOLS. VL a·xa· CISTUS X PURPUREUS ORCHID ROCKROSE 1 GALLON 21 GAZANIA RIGENS LEUCOLAENA TRAILING GAZANIA 1 GAL @ 30" QC 440 LANTANA 'SPREADING YELLOW YELLOW TRAILING LANTANA 1 GAL@12" OC 1,193 1,.,,,, ... ,,, '"'''''' ,,,,,,,, LANTANA MONTEVIDENSIS 'PURPLE' TRAILING LANTANA FLATS@ 12" QC 575 SF 1-,.,,,, ''"' ,,,,,,'' i'-''-'''' '' CD • • BACCHARIS PILULARIS 'ALS BLUE' DWARF COYOTE BUSH 1 GAL@ 30" OC 2,647 SF EXISTING SHELTER PROPERTY TREES; PROTECT IN PLACE. IF DAMAGED DUE TO CONSTRUCTION CONTRACTOR TO REPLACE IN LIKE SIZE AND KIND. ERIOBOTRYA DEFLEXA BRONZE LOQUAT 24" BOX 4 PODOCARPUS GRACILIOR FERN PINE 24" BOX 6 QUERCUS ILEX HOLLY OAK 24" BOX 9 LAGERSTROEMIA INDICA FAURIEI 'NATCHEZ' JAPANESE CRAPE MYRTLE STANDARD 24" BOX 12 CONTRACTOR TO PROVIDE SLOPE EROSION CONTROL-ALL SLOPES OVER 3' IN HEIGHT: 1) REINFORCE EROSION CONTROL STRAW MAT: BIO-D STRAW MAT BY ROLANKA, THROUGH 'GRANITE ENVIRONMENTAL' OR APPROVED EQUAL (888) 703-9889. 100% BIODEGRADABLE COMPOSED OF JUTE/SCRIM (LENO WEAVE) 9.3 LBS./ 1000 SF. THREAD (STITCHING): BIODEGADABLE COTTON., AND 2) GAZANIA RIGENS 'SUNRISE YELLOW' 12" QC FLATS. SLOPE EROSION CONTROL: SLOPE EROSION CONTROL TYPE 1 APPLIED TO ALL SLOPES OVER 3' IN HEIGHT: REINFORCE EROSION CONTROL STRAW MAT: BIO-D STRAW MAT BY ROLANKA, THROUGH 'GRANITE ENVIRONMENTAL' OR APPROVED EQUAL. (888) 703-9889. 100% BIODEGRADABLE COMPOSED OF JUTE/SCRIM (LENO WEAVE) 9.3 LBS./ 1000 SF. THREAD (STITCHING): BIODEGRADABLE COTTON OVER PLANT WITH GAZANIA RIGENS (TRAILING GAZANIA) 12" OC, FLATS. SLOPE EROSION CONTROL TYPE 2 APPLIED TO ALL SLOPES OVER 3' IN HEIGHT: POLY JUTE EROSION CONTROL FABRIC WITH ARTEMIS IA CALIFORNICA 'CANYON GRAY' (TRAILING SAGEBRUSH) 12" O.C. FLATS. SCH11IDT DESI ' GROUP, INC. BALANCJNG RTISTJC EXPRESSION IN DFSILIN WI E VJR NMEJ',,"TAL SENSITIVITY 2655 Fourlh A\/e11 ue, San DiE go, CA 92103 teleph011e {fil9} 236-1462 facsimile !619} 236-8792 wv,,w.sd1m idtdesign.com VVULCOLS: L WUCOLS: L WUCOLS: L-M WUCOLS: M STREET TREE ·G• ••• Llc.CA213&,Nv219, AZ34139 SDG PROJECT NO: 09-502 PLTDATE· L-2.2 APPROVED FOR PLAN'TlNG AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BLJIL T" 5/24/13 SDG DATE INITIAL ENGINEER OF WORK O' 10' 20' SCALE: 1 "=20'-0" 1 REVISONS TD BID DOC 40' 1 REVISION DESCRIPTION 'b-~-1~ e, DATE INITIAL DATE INIT AL ' OTHER APPROVAL CITY APPROVAL TITLE _______ _ DATE REVIE\./ED BY, INSPECTOR DATE CTr] CITY OF CARLSBA SHEETS 31 8 PLANNING DEPARTMENT PALOMAR COMMONS-CENTER PLANTING PLAN APPROVED I~ I &r, bll--olf ti.-"t •I'? PLANNING DATE OWN BY: PROJECT NO. IJRAWING NO. CHKD BY: RV\./D BY, SOP 09-05 468-5M RIGHT OF WAY~.-~ WATER \\ . ' \ CONTRACTOR TO PLANT TREES OUTSIDE OF EASEMENT, TYPICAL ASEMEN / /-. :;:.::_:;::"' \ \ CONTRACTOR TO PLANT TREES OUTSIDE OF EASEMENT, TYPICAL ii' RIGHT OF WAY.-~ . I ' I O' 10' 20' 40' SCALE: 1 "=20'·0" QUEEN PALM PER CITY APPROVED SDP \ 5/24/13 SDG I REVISOI\S TO BID DOC 1 \ ' SHEET KEY (NTS) SCHl\,1IDT DESIGN GROUP, INC. ••• ·"'. ••• BALANCJNG ARTISTIC !:XPHSSJON IN DESJON WITH ENVIRONMENTAL SENSITlVITY 2655 Fourth A.,,eo ue, San Die go. CA 92103 telephone {619) 236-1462 facsimile j619} 236-8792 www.!>chm idtdt:sign,com Lic.CA2138,NV2]9, AZ34B9 '~~,~~}\ ' \~'~J,~ # ' ' '"' ..... ~~ -~ ~A,,':,\~:.·~-----~ / -~-=== //. ~j~~~:\X -~( '. ' '~ .· ' \{\ '1'.' \'.'.'· i_ ' .\ L!r 1 )irl:~ I , SDG PROJECT NO. 09~502 PLT DATE: BUil T11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ D.I\ TE REVJE\,/ED BY, INSPECTOR DI\TE L-2.3 I S1E9T I CITY OF CARLSBA SHEETS -t-------j-------j-------j-------, PLANNING DEPARTMENT PALOMAR COMMONS-CENTER PLANTING PLAN 31 >---+------+------------+------,f-----+--+----1 I APPROVED ~[ Ge> ~0-4\ PLANNING ~-"1-1"') DATE DATE INITIAL DATE l~ITIAL DATE INITIAL DI/IN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY !\PPROV!\L CHKD BY: SDP 09-05 468-5M RV\,/D BY• PLANl;lliJ}l \ / ~--F A~-w ' ' I SE MOW:CLIR~_ JQ SiiPARA -- --PLANTING1f\ND DG L.-- ' --...... .,----' ~ 'Z' I 0 -\ 0 I" 0 ! 1" ~ \ 0 I I 0 ' 0 J ' / --~ ---- 1 ,',,. VA IES 1---6-1v1,j. - FRONT SIDE . . '1 I f=-':I 111 = ' SECTION: BACK OF FENCE 1--~ lf---J l---,11, If-----, C----11 CJ.MEN--- (4 DROSEED 1/~----j 5 5' 2'J 24" \ ------+ -'b 6 PLAN 2 i- L 6 .. r IPE WOOD PANEL GAS METER ENCLOSURE NO TREES IN 1 EASEMENTS, TYP. \ ' EASJ;:MENT(S)--_,,,-, 1 1-6" PLAN MATCH LINE SEE L-2.3 LEGEND: 5/4 X 4, WITH 5/4 X 6 EVERY FOURTH BOARD, IPE WOOD SLAT FENCE. MITER CORNER EDGE; SECURE TO METAL BRACKET WITH (2) WOOD SCREWS. / IRE/ ~-\----,-?4-,r-pRGE POTS c:t.c.l-+"PI FOR VERTICAL PLANTING. CABINET CABLE EE DETAIL 1 & 2 I L-24 FOR GAS ENCLOSU~R;E;,,--r'.,.,~.,:-c:r • I I TORM DRAIN ® P OPERTY LINE A / / / / • / • I / I I 1 LANDS PE & IRRIGATION CD'S FOR LOWE'S ORTION OF THE SITE TO BE DEVELO ED UNDER A SEPARATE CONTRA T • FIRE --- HYDRANT - -· c:E.1 L-2.7 sE.E Sri<- SHEET KEY (NTS) SCHMIDT DESIGN GROUP, INC. ••• •'1;·. ••• BALANCISG ARTISTIC EXPRCSSION IN DESJGS WITH EN VJRO NM E:N TAL SENSITIVITY 2655Founh Avenue, San Diego,CA92103 telephone !619] 236-1462 facsimile /619] 236-8792 www.schmidtdesign.com Lie. CA 2138, :'>JV 219, A234139 SDG PROJECT NO: 09-502 PLT DATE: L-2.4 1/4" X 2" GALVANIZED STABILIZER FLAT BAR, POWDER COATED BLACK TO MATCH POSTS, SECURE WOOD SLATS TO FLAT BAR WITH (2) WOOD SCREWS; BAR CENTERED, FOR STABILITY. C / / APPROVED FOR PL.1\NTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 @ (j) 2" SQUARE GALVANIZED TUBE STEEL POST; BLACK POWDER COAT 1/4" WIDE X 2" WIDE GALVANIZED MOUNTING BRACKET; POWDER COAT BLACK TO MATCH POST. SECURE EACH WOOD SLAT WITH (2) WOOD SCREWS. SPOT WELD BRACKET TO POST PRIOR TO POWDER COATING. CONCRETE FOOTING FINISHED GRADE A I ..I TITLE _______ _ ® PLAN: !PE WOOD PANEL GAS METER ENCLOSURE 10SCALE ,-.--:-:,-----r-,c-=c=-=-::-::-=:::--+--L----r--r-7o-;;-:;r.:;;;~r::::::==:::-';::::::=::::=::::: 5/24/13 SDG & REVISONS TO BID DOC REVIE\./ED BY, JNSPECT□i< jg."j.,'I l"IE:-~ CITY OF CARLSBA 0 PLANNING DEPARTMENT PALOMAR COMMONS-CENTER PLANTING PLAN ~ ~~ -O' 10' 20' 40' APPROVED rt.:'..,{ &r, 'c.(}..;t PLANNING SCALE: 1"=20'-0" JATE INITIAL REVISION DESCRIPTION OWN BY: P'<OJECT NO. DATE INITIAL CATE INITIAL CHKD BY: SOP 09-05 □THE, APPROVAL CITY APPROVAL RV\./D BY, DATE D/\TE Lill 1 S·~·l"> DATE DRAWING NO. 468-SM \///:://// \// ~\ --< \ \ ' \ ' \ \ /-\ \ 1/ \ \ / \ './" . /\, \ ' \ -< 5/24/13 SDG O' 10' 2D' 40" SCALE: 1"=20'-0" DATE INITIAL C:NCINEER OF WORK 1 REVISDNS TD BID DOC \ SHEET KEY (NTS) SCH1\11DT DESIGN GROUP, INC. ••• •·G..·• BALA~CING ARTISTIC FXPRESSION IN DESIGN WJTH EJ.;VJRONMENTAL Sb~SITJVITY 2655 Fourlh Avcn ue, Sun Diego, CA 92103 telephone !619} 236-1462 facsimile j6191236-8792 www.schmidLdesign.com ••• Lic.:.CA2138,KV219, AZ34139 SDG PROJECT ND: 09--502 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -~-l'I ff~ SI IEET 21 PL T DATE: BUIL T11 TITLE _______ _ REVIE\./ED BY: INSPECTOR CITY OF CAR~ 'BAD PLANNING DEPARTM PALOMAR COMMONS-C PLANTING PLAN APPROVED ~~1 ~ ~\-'It PLANNING L-2.5 DATE DATE SI l[[TS 31 ~ -<'f-1", DATE DWN BY: ?ROJ[CT NO. DRAWING NO. REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RV\./D BY: SOP 09-05 468-5M 1 ~ (fi RIGHT OF WAY ' __i,.----::_-_:-.. .::::>\ SHEET KEY (NTS) .,.,..---'\ j-., ' / ~; __ \ \ ~fj L: - ~ " 't ,\ "~;:::;.-'' -~ ' -..--~--' ' ' -~--;;:;, ~ --- \ -•r~.>I '' ' ' ,.,........--~ ' \\_-:. ...,.\ ; -. ..:~ _; ---·- \ ''" / ' ' ' ' ~ --'---, § 0 ;z O' ~◊~-◊ - \ . ~ / ; . I --------t" -----+------~-\ \ .A:-., __ ------r-______ ,{_ :r , LANDSCAPE & IRRIGATION ,,, CD'S FOR LOWE'S PORTIO OF THE SITE TO BE DEVELOPED UNDER A SEPARATE CONTRACT, SEE DRAWINGS 468-5L, \ \ \ o/24/13 10' 20' 40' SDG SCALE: 1"=20'-0" DATE INITIAL ENGINEER OF WORK REVISUNS TO BID DOC ---- R[V,SION 1 \ \ ' \ \ \ \ \ I, ' \ \ \ \ \ ' SCH1\1IDT DESIGN GROUP, INC. ••• ·~· ••• BALANCING ARTISTIC EXPRESSJON !N DESIGN WITH ENVIRONMENTAL SENSJTJVITY 2655 Fourth Avt::uue, San Diego, CA92103 telephone {619} 236-1462 facsimile {619] 236-8792 www.schmidtdesign.com Lie. CA2138, NV 219, AZ 34139 SDG PROJECT NO 09-502 PLT DATE: L-2.6 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLl\NTING AREAS. BUIL T1 ' TITLE ________ _ REVIElvED 3y, INSPECTOR DATE S-"1• I~ ~ CITY OF CAR BAD UL] ----2 PLANNING DEPARTM 1 PALOMAR COMMONS-C PLANTING PLAN APPROVED &r--~l-a'tr ~ .q,\,-~ ?LANNING DATE DW\I BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: SOP 09-05 468-SM D[SCRIPTION OTHER APPROVAL CITY APPROVAL RV\vD ::JY, 1 VIASAT (OFF-SITE) PLANTING TREES 3611 • BOTANICAL NAME QUERCUS ILEX PINUS CANARIENSIS TRISTANIA CONFERTA TRISTAN IA CONFERTA SHRUBS: 0 ABELIA GRANDIFLORA 0 ACACIA REDOLENS EB CEANOTHUSX 'FROSTY BLUE' 0 DODONAEA VISCOSA ~.< PHORMIUM TENAX 'ii<' 'BRONZE BABY' r:'\ RAPHIOLEPIS INDICA w 'BALLERINA' 0 RHAMNUS CALIFORNICA XYLOSMA CONGESTUM [ill]]] LANTANA 'GOLDRUSH' EXISTING DRAINAGE/ WETLAND AREA + NOTE: CONTRACTOR TO ADJUST PLANTING IN THIS AREA BEHIND DRAINAGE DITCH AS NEEDED. COMMON NAME CONT HOLLY OAK 24" BOX CANARY ISLAND PINE 24" BOX BRISBANE BOX 36" BOX BRISBANE BOX 24"BOX GLOSSY ABELLIA 1 GALLON BANK CATCLAW 1 GALLON WILD LILAC 5GALLON HOPSEED BUSH 5GALLON BRONZE BABY 1 GALL NEW ZEALAND FLAX INDIAN HAWTHORNE 1 GALL COFFEE BERRY 1 GALLON SHINY XYLOSMA 5 GALLON VIASAT PLANT QUANTITIES REMARKS 2 2 3 8 104 47 20 24 12 10 59 9 30' HT X 30'-50' SPREAD, EVERGREEN TREE 50'-75' HT X 20'-30' SPREAD; TALL NARROW EVERGREEN SCREEN 60' I-ff X 30' SPREAD; EVERGREEN SCREEN 60' HT X 30' SPREAD; EVERGREEN SCREEN 8' HT X 5'SP FLOWERING SCREEN, MATCHES ABELLIA CURRENTLY USED ON-SITE 1 '-6' HT X 15' SP SPRAWLING BANK COVER, MATCHES ACACIA CURRENTLY USED ON-SITE 6'-9' HT X 8'-10' SP; FLOWERING SCREEN 10'-15' HT X 8'-12' EVERGREEN SCREEN; TALL VERTICAL SCREEN ALONG WALL 6'-8' HT X SP; EVERGREEN VERTICAL SCREEN ACCENT MATCHES FLAX CURRENTLY USED ON-SITE 2' HT X 4' SP ENTRY SHRUB; MATCHES RAPHIOLEPIS CURRENTLY USED ON-SITE 3'-10' HT X SP. EVERGREEN SCREEN 8'-10' HT XSP EVERGREEN SCREEN MATCHES XYLOSMA CURRENTLY USED ON-SITE TRAILING LANTANA 5 GALLON @ 30" OC □ SLOPE EROSION CONTROL: CD SLOPE EROSION CONTROL TYPE 1 APPLIED TO ALL SLOPES OVER 3' IN HEIGHT: REINFORCE EROSION CONTROL STRAW MAT: BIO-D STRAW MAT BY ROLANKA, THROUGH 'GRANITE ENVIRONMENTAL' OR APPROVED EQUAL. (888) 703-9889. 100% BIODEGRADABLE COMPOSED OF JUTE/SCRIM (LENO WEAVE) 9.3 LBS. I 1000 SF. THREAD (STITCHING): BIODEGRADABLE COTTON OVER PLANT WITH GAZANIA RIGENS (TRAILING GAZANIA) 12" OC, FLATS. SLOPE EROSION CONTROL TYPE 2 APPLIED TO ALL SLOPES OVER 3' IN HEIGHT: POLY JUTE EROSSION CONTROL FABRIC WITH ARTEMIS IA CALIFORNICA 'CANYON GRAY' (TRAILING SAGEBRUSH) 12" O.C. FLATS. + "' -. _... VIASAT PLANTING (OFF-SITE) Q FOR NEW ADA ACCESS TO A _Q;:)--~--- PROPERTY SITE, CONTRACTOR TO PATCttY=--- LINE -' --_ PACfE;D DU~ \ ' \ -/-FF-SITE PLANTING~ ~-No EXISTING IRRIGATION OR FORMAL PLANTING FOUND IN-FIELD ALONG EXISTING DRAINAGE DITCH AT THIS POINT; SLOPES TO "DRAINAGE AREA OF DENSE WOODY OVERGROWN SCRUB COMPOSED OF , NATURALIZED VEGETATION. '\,___EXISTING FENCE \ ' ' ' • \ \ EXISTING VIASAT SATELLITE AREA \ I \ \ SHEET ~EY (NTS) 5/24/13 DA~E \ PLAl'jTING \ • (OFF,SITE) 1 \ \ \ I ' \ ' O' 10' 20' 40' SCALE: 1"=20'-0" SDG 1 REv1SONS TO BID DOC ll<ITIAL PROPERTY LINE ;,;=:"--', '1f_......---.----- ;exr::::::....v1ASAT PLANTING (OFF-sITE> OONT~CTOR1TO PATCH AND R~PAIR 'l-AND!:\GAPE AND IR~IGATl,ON IM~ACTED DUE \ \ I ' TO NEW CONSTcRUCJ'JQIIJ==-= ~-··-i\ '\ SCHMIDT DESI ON GROUP, INC. ••• •Ge ••• BALANCING ARTISTJC EXPRESSJON JN DESJGN WITH ENVIROJ,,"MENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619)236-1462 facsimile l619)236-RJ92 www,schm idtdesign,com Lic.c.A.2138,NV2]9, AZ34139 \ /. :-. </ ,/; SOG PROJECT NO: 09-502 PLT DATE: L-2.7 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 TITLE _______ _ DATE REVIE\./ED BY, INSPECTOR DATE :. "i-1 '1f:,. uTI I SH31TS I Cl'J'Y OF CAR~ BAD 3 PLANNING Dli'ARTM PALOMAR COMMONS-C PLANTING PLAN APPRDVcD ~AL~-~~Jt ~-"1•1'? PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIA_ CHKD BY: ENGl.~EER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\./2l 3y, SOP 09-05 468-SM 1 VARIES, 4'' :~f ~::···:·~=• ~=:;·::::~~:;::~=~Ll F I 111 11 _ _ _ _ _ _ _ _ _ _ :-:-, :-:-, :-:-:-:- 5 ( WIDTH VARIES (SEE PLAN) 1 LEGEND: CD SCORE LINES AND EXPANSION JOINTS PER PLAN. @ CONCRETE PAVING 520-C-2500 @ @ 1/2 RAD_ ON ALL OUTSIDE EDGES. FINISH GRADE 1/2" BELOW EDGE IN AREAS TO BE HYDROSEEDED, 2" IN SHRUB BEDS. @ COMPACTED SUBGRADE 95% MIN. @ SUB BASE MATERIAL, FOR BID PURPOSES USE CLASS 11 AGGREGATE. NOTES: A. AT A MINIMUM PROVIDE THE FOLLOWING: CONSTRUCTION JOINTS: 1 D' O.C. EXPANSION JOINTS: 30' O.C. B. ALL REINFORCEMENT MUST BE CENTERED IN CONCRETE PROFILE. C. CONCRETE COLOR AND FINISH PER PLAN_ • • • 4" (TYP.) • 4_ ' • • 4 • ' 4 • • • 4 1 • • • -, • ~· . -• ~ • • 4 ' 4 -. -. • 4 • • 1 • • . -• • • • • " • ' • 3' MAX. (TYP_) 4 5 • 4 ' • • • • • • ,-• • • " • • ' - LEGEND: G:) 2 1 EXPANSION JOINT PER DETAIL 2/LC-2_ 1 @ TOOLED EDGES TO MATCH EXISTING @ EXISTING OR NEW CONCRETE. _J PLAN (/) LU Cl'. ;;; I I-0 $ @ NEW CONCRETE PER PLAN. INSTALL SLEEVE WHERE DOWEL OCCURS. @ 12" LENGTH 1/2" SMOOTH STEEL DOWEL. FOR EXISTING CONCRETE, DRILL AND GROUT INTO EXISTING AT CENTERLINE, TYP. 1 <-------CD CONCRETE PAVING NO SCALE @) CONCRETE PAVING CONNECTION NO SCALE 2 -~ 7 0 0 tt10"typ. ~~~h---~~~~~,'------, ...... " ..................... . ................ "············ ...... , ....................... . .... ::-:-:: ::-:vA:R1:i::s:1?e1t-:-:-:-:-:-: :-, ..... : :::p: "tij_:: :: : -_._ .· .. ·:. .. . . .. ...... .. .. " .. ' .......... . -. ............ . ... . .. .. ........ .. .. ........... ... . ............................... ............................... ......... , .......... , ......... ,. ................................ ............................... LEGEND: 0 0 0 HAND-SEEDED CONCRETE PAVING PER CONSTRUCTION LEGEND. SAWCUT SCORE PER PLAN. CONCRETE PAVING PER PLAN . ENHANCED PAVEMENT PATTERN >--------------- f---10• MAX_ ---1 NO SCALE ~-so 7' VARIES PER CIVIL PLAN ELEVATION NOTES: WIDTH VARIES (SEE PLAN) LEGEND: G) AGGREGRATE TO BE INSTALLED FOR TOTAL 2" DEPTH. ROLL TO COMPACT TOP OF AGGREGRATE MULCH TO MEET FLUSH WITH TOP OF ADJACENT CONCRETE PAVING OR DECOMPOSED GRANITE PAVING @ CONCRETE PAVING OR COMPACTED STABILIZED DECOMPOSED GRANITE @ COMPACTED SUBGRADE 95% MINIMUM. NOTES: A. SEE CONSTRUCTION PLAN FOR AGGREGRATE TYPE. B. PLANT ALL TREES AND SHRUBS TO ALLOW FOR TOP OF ROOT BALLS TO BE 1" MAX. BELOW TOP OF FINISH GRADE OF AGGREGRATE MULCH. ~_NON-STABILIZED DG PLANTING BED MULCH COVER ~ NO SCALE 7 LEGEND: G) ADJACENT SURFACE PER PLAN @ FOOTING PER CIVIL DRAWINGS G) 2X10X16 CAST CONCRETE CAMPHER CAP COLOR TO MATCH PERIMETER WALL @ BLOCK WALL; COLOR TO MATCH BUILDING. CONTRACTOR TO SUBMIT COLOR/TEXTURE BLOCK SAMPLE MATCHING BUILDINGS FOR FINAL APPROVAL. ® WALL PER CIVIL DRAWINGS © GALVANIZED FENCE POST 0 GALVANIZED TOP/BOTTOM RAIL © PRESSED STEEL CAP -POST SIZE ® 2" FENCE FABRIC MESH @ FENCE POST SET INTO WALL 30" MIN. A. REFER TO CIVIL DRAWINGS FOR CMU RETAINING WALL AND FOOTING CONSTRUCTION DETAILS. WALL SECTION B. SEE DETAIL 1 / L2.9 FOR FENCING SCHEDULE CHAIN LINK FENCING ON CMU RETAINING WALL NO SCALE 2" 2" ENLARGED SECTION --<5 12 WIDTH VARIES (SEE PLAN) PLAN --~----____ :·--- 4 LEGEND: G) ADJACENT SURFACE PER PLAN @ 2X4 REDWOOD HEADER OR APPROVED EQUAL. @ FINISHED GRADE; MEET FLUSH WITH ADJACENT NON-SABLIZED DG_ @ DG PAVING WITH SOIL STABILIZER TO BE PLACED IN 2" LAYERS. ROLL EACH LAYER SEPARATELY TO 90% MIN. COMPACTION. PAVING TO MEET FLUSH WITH TOP OF EDGING. STABLIZED DG PAVING WITH HEADER AT DOG RUN NO SCALE 6 I-----'...:__ (CURB) (STREET) PLAN (SEE DETAIL: RIGHT) (CURB) ,_,,. (STREET) ✓l✓✓/✓✓lll/lllllll ✓l-,a-'':\ii·~~-,'!-.-•z;;;:~'11"'1" lllllllllllllllllll/,1~ lllllllllllllllll/1 ll/1/lllrt/llllllll l/lll/ll/1/IIIIIIII ,,,,,,,,,.,,,,,,,,,,,,,, 1///////,'/'l;'I'/ SECTION <1 <1 <1 TREE GRATE ATTACHMENT @) TREE GRATE 6 e---------- N O SCALE / 2" SCHED 40 PIPE /c2 3/S"OD). ' ( / ' ' \ . '--551/4"±1''---' ELEVATION VIEW GRAD E 3"±1" 3 HOOP -6 BIKE CAPACITY PLAN VIEW PRODUCT: GNS-6-IG(SF) DESCRIPTION: GENESIS BIKE RACK 6 BIKE, SURFACE OR IN GROUND MOUNT -A-GRADE CONCRETE 3/8 ANCHOR ROD THRU HOLE (INCLUDED BY MADRAX) • lL.!--GRANULAR NOTES: 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 1 1/2" 1 0 @ 24" REDWOOD STAKE-(7) STAKES EVERY 16'-0"LENGTH (TYP. 2'-0" O.C.) @ COMPACTED SUBGRADE COMPACTION 95% MIN. NOTES: A CONTRACTOR TO SUBMIT SAMPLE OF DECOMPOSED GRANITE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. LEGEND: G) BUBBLER, SEE IRRIGATION DETAILS ® TREE TRUNK, CENTERED IN TREE GRATE OPENING ® TREE PLANTING IN TREE GRATE @ DRAIN ASSEMBLY AT LOW CORNER OF CUTOUT ® ADJACENT PAVING PER PLANS ® ROOT BALL SIZE PER PLANTING LEGEND (j) PLANTING BACKFILL ® ROOT BARRIER PER PLANTING DETAIL ® TREE GRATE ATTACHMENT, SEE DETAIL. @ PEA GRAVEL TO BOTTOM OF GRATE <D> TREE GRATE PER LEGEND ® 90% COMPACTED SUBGRADE @ ANTI-PILFER BOLT @ STEEL ANGLE FRAME @ BLOCK OUT UNDER FRAME WITH 1/4" MIN. MATERIALS SUCH AS WOOD OR FOAM BEFORE CONCRETE IS POURED @ 4" REBAR @ SLOT, TYP. A. B. c_ D . E. TREE GRATE SHALL BE LOCATED AS SHOWN ON PLAN. LOCATE TREES IN CENTER OF GRATE, TYP. TREE GRATE SHALL HAVE GALVANIZED, ANTI-PILFER HARDWARE. PAINT EXPOSED HARDWARE TO MATCH GRATE. TREE GRATES MATERIAL SHALL BE CAST GRAY IRON FROM 100% RECYCLED MATERIAL. ALL TREE GRATE CASTINGS SHALL BE MANUFACTURED TRUE TO PATTERN AND COMPONENT PARTS, AND SHALL FIT TOGETHER IN A SATISFACTORY MANNER. THE CASTINGS SHALL BE OF UNIFORM PATTERN AND QUALITY, FREE FROM BLOWHOLES, HARD SPOTS, SHRINKAGE, DISTORTION OR OTHER DEFECTS. CASTINGS SHALL BE CLEANED BY SHOT BLASTING. FINISH: GRATES ARE TO BE SUPPLIED IN UNFINISHED NATURAL STATE WITH BLACK MAX RUST CONVERTER. SCHMIDT DESIGN GROUP, INC. ••• ·G• ••• RALANCING ARTJSTIC EXPR[SSJON IN Dl:S)GN WITH bNVJRONMENTAL SENSITIVITY 2655 Fourth A,•enue, San Diego, CA 92103 tclcph one (619 I 236-1462 facsimile {619 I 236-8 792 www.schmidtdesign.com Lie, CA 2138, NV 219, AZ 34139 SOO PROJECT NO: 09-502 PLT DATE BLJIL T11 L-2.8 APPROVED FOR PLANTING l\.ND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TITLE _______ _ DATE REV!EvlED BY: INSPECTOR DATE X . ½ NATIVE SOIL 2. CONSUL TANT TO SELECT COLOR(FINISH), SEE 5/24/13 SDG Li',. REVISONS TO BID DOC ! i:>-"f•/~ n ~ CITY OF CARLSBA UL] IN GROUND MOUNT (IG) MANUFACTURER'S SPECIFICATIO ,,....,_......_.A+.A..A.,l"-.A......._ ........................................ ~------+---+--1----+---I 3. SEE SITE PLAN FOR LOCATION OR CONSULT OWNER. 8 --------® BIKE RACK-6 BIKES , .. ~ 1" DATE INITIAL DATE l~ITIAL DA TE INITIAL cNGINEER OF WORK REVISION DESCRIP1ION □TH[R APPROVAL_ CITY APPROVAL 4 PLANNING DEPARH-1,ENT 1 PALOMAR COMMONS-CENTER LANDSCAPE DETAILS APP~0V[D 11--:t q--~~--t-~-"1-1"'", PLANNING DATE OWN BY: PROJECT NO. DRAWING NO_ CHKD BY: RVvlD BY, SOP 09-05 468-5M z ::3 a_ z Q ti ::::, 0:: lii z 0 (.) w w en ' en w ;;:: ~ f-:r (!) w :r 10'-0" MAXIMUM 3 B ELEVATION A) POST AND RAIL SIZES SHALL BE AS FOLLOWS: • 4' 6' 7' 8', & 10' HIGH CHAIN LINK FENCE: ' ' ' j POST LOCATION NOMINAL DIAMETER IN INCHES 4' 6',T,8' 10' END AND CORNER 2-1 /2" 3" 3" STANDARD 'LINE POSTS 2" 2" 3" STANDARD RAILS 1-1/4" 2" 2" STANDARD 1 CHAIN LINK FENCE STANDARDS NO SCALE LEGEND: CD CONCRETE MOW CURB AT FENCE IN TURF AREAS OR DG PAVING, PER DETAIL ® (J) @ END OR CORNER POSTS (SEE NOTE 'A' @ FOR SIZES) Q) 3/8" CIRCULAR TRUSS ROD WITH TRUSS @ TIGHTENER, SEE SDRSD M-20 @) MID RAIL (SEE NOTE 'A' FOR SIZES) @ 3/4"x3/16" TENSION BAR W/ 1"x14 GAUGE BANDS AT 2'-0" ON CENTER TYPICAL NOTES: PRESSED STEEL CAP -POST SIZE COMPACTED SUBGRADE; 95% MIN. CONCRETE FOOTING (SEE FOOTING TABLE 'B' FOR SIZES). 9 GAUGE BLACK PVC WIRE WITH 2" MESH; ALL MESH SHALL BE GALVANIZED PRIOR TO COATING. A. GATE FRAMES SHALL BE 1-5/8" SS40 GALVANIZED WITH STANDARD HEAVY DUTY HINGES AND LATCH. (SDRSD M-5) B. GATES SHALL HAVE STOP PLATES AND WELDED LATCHING (GALV), AND PAINTED BLACK. C. ALL CHAIN LINK GATES IN THE PATH OF TRAVEL SHALL HAVE A 10" STAINLESS STEEL KICKPLATE WELDED TO THE BOTTOM OF THE GATE ON BOTH SIDES PER CBC. PAINT BLACK AFTER FABRICATION. D. ALL CHAIN LINK FENCE FABRIC SHALL BE NINE (9) GAUGE GALVANIZED STEEL CORE FABRIC E. FABRIC TO BE TWO (2) INCH MESH F. ALL CHAIN LINK FENCING SHALL HAVE A TOP RAIL, AND BOTTOM RAIL. FABRIC SHALL BE KNUCKLED ON ALL SIDES. G. ALL CHAIN LINK FABRIC SHALL BE MOUNTED ON THE SIDE OF THE POSTS TOWARD THE BUILDING CENTER. H. ALL HARDWARE, TENSION WIRE, TIE WIRE, TRUSS RODS AND GATES SHALL BE HOT DIPPED GALVANIZED. I. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPL YING ALL HARDWARE REQUIRED FOR FENCING AND GATES. J. ALL FENCE POSTS, BRACES AND RAILS SHALL CONSIST OF GALVANIZED PIPE COATED BLACK AND MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION A-53 AND SHALL BE OF THE FOLLOWING SIZES AND WEIGHTS (SEE CHART A & B). 8) FOOTING SIZES SHALL BE AS FOLLOWS: FENCE HEIGHT END OR LINE POST FOOTING CORNER FOOTING DEPTH POST WIDTH FOOTING WIDTH FOUR (4') FOOT HEIGHT 9" 9" 31_511 SIX (6') FOOT HEIGHT 1211 9" 3'-611 SEVEN (7') & EIGHT (8') 12" 9" 4'-0" MIN. FOOT HEIGHT TEN (10') FOOT HEIGHT 12" 12" 4'-8" MIN. LEGEND: AS NOTED ON PLANS G) 9 GAUGE WIRE WITH 2" MESH GALVANIZED CD 1 J--~ • 'TTT Jf "ffi" ' I I • I .,_, · 1 • • . • • . 1-,, 6i---~ • . . 1'-0" 8 • SINGLE CHAIN LINK GATE(@ DOG RUN) -----~-----------NO SCALE @ GATE WITH 1.875" O.D. PIPE FRAME G) INSTALL MID-RAIL TWO FENCE SECTIONS FROM GATE ONLY BOTH SIDES @ 3/8" CIRCULAR TRUSS ROD WITH TRUSS TIGHTENER BOTH SIDES HEAVY DUTY GALVANIZED HINGES GATE LATCH. COLOR: GALVANIZED. CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT WITH SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURING (z) CONCRETE CURB OR SIDEWALK PER PLAN @ PAVING PER PLAN @ STAINLESS STEEL KICK PLATE NOTE: A. SEE DETAIL 1/2.9 FOR FOOTING SIZES B. ALL CHAIN LINK GATES IN THE PATH OF TRAVEL SHALL HAVE A 10" STAINLESS STEEL KICKPLATE WELDED TO THE BOTTOM OF THE GATE ON BOTH SIDES PER CBC. PAINT BLACK AFTER FABRICATION. C. ALL FENCE POSTS, BRACES AND RAILS SHALL CONSIST OF GALVANIZED PIPE COATED BLACK AND MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION A-53 AND SHALL BE OF THE FOLLOWING SIZES AND WEIGHTS (SEE CHART A & B, DETAIL 1) . 18" 3 4 --···-- 1-24" 3" MIN. TYPICAL ALL DIRECTIONS 3" 7 3" • LEGEND: CD CAST-IN-PLACE CONCRETE OR CMU BLOCK (BXBX16) CORE WALL @ STONE VENEER TO MATCH BUILDING ARCHITECTURE; SEE ARCHITECT'S PLAN FOR STONE & GROUT COLOR. Q) #5 REBAR@ 10" O.C. EACH WAY TOP AND BOTTOM @) #4 REBAR VERTICAL@ 16" ON CENTER, TYP. @ #4 REBAR HORIZONTAL@ 16" ON CENTER, TYP. @ ALTERNATE BEND DOWELS (J) CONCRETE FOOTING SECTION: EXTERIOR SECTION: INTERIOR @ COMPACTED SUBGRADE 95% MIN. @ FINISH GRADE WALL WITH STONE VENEER NTS 2" THICK MULCH BED THROUGH THE TOP OF THE PLANTER. ~ ·.-----, ' .-· ' ,~ ' ·-----,--...... , --= I 1-· .. ····--I I i-i , _ _::::~~~~ ' I ;-----' DO NOT DISTURB ANY SOIL BELOW A 45 ANGLE FROM THE TOP OF THE FOOTING. RAISED PLANTER & BACKFILL NTS IN-GROUND MOUNT FINISH GRADE: 3" ,---BELOW TOP OF WALL. 7 3" DIA. PRE-WRAPPED DRAINAGE TUBING WITH 3' MINIMUM COVER OF GRAVEL ALL AROUND INVERT ELEVATION OF TUBING. FILTER FABRIC OVER GRAVEL BED. LAP FABRIC 8" UP WALLS OF PLANTER. 1 24" 11 11 Ii' II I : 1_ ' • •' . • PMR EMBEDMENT 0:: ::. 0:: a_ ::. a_ LEGEND: BENCH PER PLANS G) 0 G) COMPACTED SUBGRADE PER SOILS REPORT CONCRETE FOOTING PER MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT G) CONCRETE PAVING PER PLAN NOTES: 1. INSTALL (PMR) PER MANUFACTURERS RECOMMENDATIONS. 2. SEE CONSTRUCTION LEGEND FOR MOD AND COLOR. 5/24/13 SDG I ,,EVISONS TO BID DOC NOTES: A. BLOCK (IF USED) SHALL BE 8XBX16 PRECISION CMU BLOCK SOLID GROUTED. B. IF WALL IS CONSTRUCTED OF CMU BLOCK THEN BOTTOM COURSE SHALL BE 12X8X16 PRECISION CMU BLOCK SOLID GROUTED. C. TOP OF COLUMN: SLOPE AWAY 1% FROM TOP CENTER FOR POSITIVE DRAINAGE D. STONE VENEER TO EXTEND 4" BELOW FINISH GRADE, TYP. D. CONTRACTOR SHALL PROVED 3'-0" LONG WALL SEGMENT FOR APPROVAL BY LANDSCAPE ARCHITECT. LEGEND: CD #3 REBAR HORIZ. BOTH WAYS (MAKE CONTINUOUS WITH WALL) @ CONCRETE PAVEMENT @ FILTER FABRIC, MIRAFJ OR EQUAL @) EXPANSION JOINT @ 6"X8"X16" CMU BLOCK RETAINING WALL PER CIVIL PLANS; DWG NO. 468-5B. BLOCK WALL WITH STUCCO FINISH; STUCCO COLOR TO MATCH BUILDING COLOR SHERWIN WILLIAMS 'RICE GRAIN' (SW 6155). CONTRACTOR TO SUBMIT SAMPLE PRIOR TO CONSTRUCTION. @ #3 REBAR VERTICAL AT 24" O.C. (J) 3" THICK GRAVEL BASE @ WATER PROOFING @ LIGHTWEIGHT PLANTER MIX FROM HANSON/ A-1 SOILS, 1-858-577-2727 OR APPROVED EQUAL @) 2"X10"X16" CHAMFER WALL CAP, COLOR TO MATCH STUCCO WALL COLOR; RCP OR APPROVED EQUAL, PH: (800) 794-4727. SCHMIDT DESIGN GROUP, INC. ••• ·~· ••• BALANCING ARTISTIC EXPRESSION lN DESIGJ\ WJTH ENV!IW~MENTAL SENSITIVJTY 2655 Founh Avenue, S.1n Die gn, CA 92103 telephone {619} 236-1462 facsimile [619) 236-8792 www.si.:hmidtdesign.com Lie. CA213&, NV 219, AZ 34139 SDG PROJECT NO: 09-502 PLTDATE: BLJIL T" APPROVED FOR PLANTING AJ\D IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING i\REAS. TITLE ______ _ INSPECTOR ~5 CITY OF CARLSBA ------t-----i-----i----,--, ~j PLANNING DEPARTMENT L-2.9 DATE DATE SHEETS 31 ts~f--B_EN_C_H_W_IT_H_B_A_C_K_-_IN_-_G_R_O_U_ND_M_OU_N_T ___ +---t----+------- \..__~ NO SCALE PALOMAR COMMONS-CENTER LANDSCAPE DETAILS DA TE INITIAL DATE INITIAL DATE NITIAL ENGINEER OF WORK REVISIO\J Dr SCRIP Tl ON OTHER APPROVAi CITY APl'f"(OVAL PLAN\JING OWN BY:~-- CHKD BY: __ RVVD BY.,~ ==----.J PROJECT NO. SOP 09-05 DRAWING NO. 468-SM 5' FIREBOX 4'-6" --11-i • -I: ' • • -' • ' • '] ' 0 0 60" OUTDOOR FIREPLACE KIT THROUGH "FIREROCK" OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STONE VENEER TO MATCH BUILDING VENEER, CORONADO STONE, 'SAND CANYON, PALOMAR COMMONS CUSTOM BLEND' THROUGH CORONADO STONE. STONE CAP (TO MATCH STONE; PROVIDE SAMPLE PRIOR TO INSTALLATION). GALVANIZED METAL FLASHING PAINT TO MATCH WALL FIRE BRICK METAL SPARK ARRESTOR FIRE BURNER W/ REGULA TOR TOPPING SLAB TO MATCH BUILDING SLATE TILE AMERICAN SLATE COPPER GREY. LED UNDER MOUNT STRIP LIGHTING ADJACENT PAVEMENT PER PLAN RETAINING CMU WALL; PER CIVIL PLAN. NOTES: 1. FIREPLACE CONTRACTOR TO USE KIT TO ALLOW FOR 60" FIREBOX. FIREPLACE TO BE WRAPPED IN STONE VENEER TO MATCH BUILDING. SEE ARCHITECTS PLANS TO VERIFY STONE & GROUT COLOR. INSTALL STONE VENEER PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR TO SUBMIT DETAILED OUTDOOR FIREPLACE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT, PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO SUPPLY ALL NECESSARY ELECTRICAL AND NATURAL GAS LINES AS REQUIRED TO MEET CODE. 4. CONTRACTOR TO GROUT ALL CMU BLOCK CELLS. 5. CONTRACTOR TO PROVIDE ALL REQUIRED CONCRETE AND BLOCK TO SUPPORT FIRPLACE HEARTH AND ENLARGED MANTLE. ,!,.J--~-~ -• C 'i i --I_ • -I r- 11· CHIMNEY PLAN - ,....., .. -~ I' : ' \ .. ,;·, ,, " I fill I •• ~ i i--- 1 !/ :~-',,. ___ ~ l. '\_ -• j '·""' FIREBOX PLAN ,., 'g ·' - 17 " - ' 13 I 13 I " • COMPONENT NAME . 1 1'-10· 1 t BASE PLATE . 2 FIREBOX SIDE 13 13 .,-. 12 -----~. ~-----I 12 I ' FIREBOX BACK-STFUIIGHT BACK BLOCI( 10 11 ~10" '0 If' • 0 10 11 10 If' ~- '0 7 ' 7 "f' ' fl 10 L \ fl 10 \..\ LJ ' Ll -· ... • FIREBOX BACIC-LEVEL 3 ' FIREBOX BACK-LEVEL 4 ' RADIUS THROAT FRONT ' SQUARE THROAT BACK I THROAT LEFT SIDE ' ' 2 ' 2 ' 2 ' THROAT RIGHT SIDE ' ' ~ ' ' ' ,.. 2 3 ' 2 3 2 2 4 2 2 ' --' 1D SMOKE CHAMBER FRONT AND BACK " UNIVERSAL SMOKE CHAMBER SIDES 12 Cl-llMNEY BASI: ' ' --·· • '"'t 2 3 2 1 z 3 1 2 --" CI-IJMNEY BLOCK 17 CHJMNEYCAP , . 1•-4½• , a· :t-4½• ' SECTION A-A FRONT ELEVATION ISOMETRIC 1 FIREPLACE SECTION CMU WALL WALL TO SUPPORT HEARTH CMU WALL INFILL WITH STONE VENEER ('"0i---G_EN_E_R_A_L_F_IR_E_PLA_C_E_K_IT_S_E_C_T_IO_N_S _____________ _ \___~__) NTS NTS • <D <-----+--18" . . ,--------------17'-0"---------------l 1---------------17'-8"----------------i ELEVATION LEGEND 0 0 60" OUTDOOR FIREPLACE KIT THROUGH "FIREROCK" OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. STONE VENEER TO MATCH BUILDING VENEER, CORONADO STONE, 'SAND CANYON, PALOMAR COMMONS CUSTOM BLEND' THROUGH CORONADO STONE. @ STONE CAP (TO MATCH STONE; PROVIDE SAMPLE PRIOR TO INSTALLATION). HEARTH SLAB TO MATCH PAVEMENT, DAVIS COLORS, ADOBE INTEG RAL COLOR. ADJACENT PA VEMENT PER PLAN I [Q] 6' 10' 20' PLAN 0 FIREPLACE DETAILS 3----------------NTS CMU WALL WALL TO SUPPORT HEARTH CMU WALL INFILL WITH STONE VENEER SPARK ARESTOR CONCRETE FOOTING, 2500PSI, WITH #4 BARS @ 18" O.C TOP AND BOTTOM, BOTH WAYS. LED UNDERMOUNT STRIP LIGHTNG 10 ' I - I ~ I t \ !o -l 1'-10" 4 t NOTES: 1. FIREPLACE CONTRACTOR TO USE KIT TO ALLOW FOR 60" FIREBOX. FIREPLACE TO BE WRAPPED IN STONE VENEER TO MATCH BUILDING. SEE ARCHITECTS PLANS TO VERIFY STONE & GROUT COLOR. INSTALL STONE VENEER PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR TO SUBMIT DETAILED OUTDOOR FIREPLACE SHOP DRAWINGS FOR APPROVAL BY LANDSCAPE ARCHITECT, PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO SUPPLY ALL NECESSARY ELECTRICAL AND NATURAL GAS LINES AS REQUIRED TO MEET CODE. 4. CONTRACTOR TO GROUT ALL CMU BLOCK CELLS. 5. CONTRACTOR TO PROVIDE ALL REQUIRED CONCRETE AND BLOCK TO SUPPORT FIRPLACE HEARTH AND ENLARGED MANTLE. ••• .,. ••• BALANCJNG ARTISTIC I, PRESSJON IN DESJGN WITH [NVIRONMl:NTAI S[NSITIVITY 21155 Fciurlh Ave:n ue, San D go, CA 92103 Lelephone {fl 19} 2:16-1462 acsim ile {619} 2:16-8792 www.s chm idtdcsign .com SDG PROJECT NO: 09-502 PLTDATE: L-2.10 ING IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 TITLE _______ _ '.lATE REVJE\JED BY, INSPECTOR DATE 5/24/131 SDG 1 R[V!SONS TO GD DOC i,"1,-)~ t1f:. I s26T I CITY OF CARLSBA w PLANNING DEPARTMENT 1 PALOMAR COMMONS-CENTER LANDSCAPE DETAILS APPROVE) ~l ~ ~\~-it-t--"t-1~ PLANNING DATE DATE INI IAL ENCINcER OF WORK REVISION DESCRIPTION OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ----·---SOP 09-05 468-5M OTHER APPROVAL CiTY APPROVAL RV\JD BY, 1811 I-all--18 II LAG BOLT CONNECTION - COUNTERSINK FLUSH WITH 2X4 SIMPSON HL55 BRACKET .,-+---4X2 LATTICE@ 6" O.C. ELECTRICAL CONDUIT & GAS LINE ALONG BACK OF NORTH EAST COLUMN. CAN LIGHT, TYP. MOUNT TO BEAM PER MANUFACTURER'S RECOMMENDATIONS. LATTICE CORBEL -------n"x 6" POST TYP ' -ct.--c±J±:=:5f==:j~-,:-- SPACE HEATER(S) LOCATIONS/ TYP ,,1 • :._ I SPLICE BEAMS AT POSTS, TYP. ! 1' : ,1 I I - I t-- 1 I ! ' I ! ! :S-t A 1 I I , I I i -~ -)----,-----------,-- j c::=-r-··~ ··~i 1 -----·--r···=::J-.1 '.;() -'--F ~ ¢:I ! -i-_ I • I I -+-- ' I I I I I r=t (j, ... fj ... I I : I 9' t A ------RX8 RAFTER BEAM '----l'-X8 BEAM ,.------RX6 POST ~---i::-INISH GRADE I 6X8---~~~.;;;;==ili3--_.l_- RAFTER ---- BEAM, J +~~±l ,_'-s_:_,_-44x2 LATTICE 4' lmi~o:r11 t't'r·fl,~>ti,~,;n~·Pi~('i'i":~C!rr1i:;m::::~:::im;jii":-Jre!rr'!l'i"'i--;.;.'~--='-' .,_. -·-=-· ---'·-·7'11'm~~~~==:~::~:~~=:ONDUIT & @ 6" OC ___,_f __ j'.:: ~ m-. GAS PIPE LINE RUN ON BACK SIDE OF COLUMN. TYP. 1 11 typ. 1 2 PLAN-POST & BEAM LAYOUT PLAN-LATTICE SECTION/ ELEVATION A-A NOTES: 1. TRELLIS COLOR: TO MATCH BUILDING 'SHERWIN WILLIAMS' RUGGED BROWN DE6020. STAIN ALL MEMBERS WITH 2 COATS OF STAIN. 2. PROVIDE (5) "SUNPACK" INFRARED PATIO HEATERS MOUNTED TO RAFTER BEAMS. MODEL: S34 (48") LO.NG SS NATURAL GAS HEATERS TO BE MOUNTED WITH ANGLE BRACKETS TO RAFTER BEAMS PER MANUFACTURER'S RECOMMENDATIONS. SUNPACK INFRARED PATIO HEATERS ALSO TO INCLUDE IGNITION SYSTEM TO BE LOCATED IN LOCK BOX FOR CONTROLLED ACCESS. IGNITION REQUIRES 120V 60HZ 1 AMP 24 VOLT LOW VOLTAGE CONTROL. 3. ROUTE ELECTRICAL & GAS TO HEATERS ALONG BACK SIDE OF TRELLIS POST AND BEAMS. SECURE TO POST & BEAM WITH METAL CLIPS. PAINT GAS LINE AND CLIPS TO MATCH TRELLIS FRAMING. 4. PROVIDE (8) TRELLIS CAN LIGHTS "MYRA ADJUSTABLE SPOTLIGHT' ACCESS LIGHTING OR APPROVED EQUAL; BRONZE FINISH. 5. ALL LUMBER TO BE KILN DRIED CLEAR OF, S4S TRELLIS DETAIL NTS POINT OF BEGINNING--, I I WATER FEATURE LAYOUT PLAN f J·1 BUILD GB (PO R SOURCE) I //, WA ~.~ELECTRICAL ROUTE TO F NJA~; SLEEVE 3/4" ELECTRICAL l 'ou1t AT HARDSCAPE ~. ELECTRfAL ROUTE TO TRELLIS '/-/ / ' / / //~'GAS RC/JTE TO TRELLIS FIRE PLACE AND TRELLIS 4'X4'· 1)9'.-3" DEEP VA/JL T; RDP-2-S SERIES THROUGH RO ?;'N1FOUNTAINS dR APPROVED EQUAL. LOCATION IN ');:A,NTING AREA; '-fr=.RIFY LOCATION WITH L. »~SCAPE ARCHl,CT PRIOR TO INSTALLING. :r.~INING WALL FO TING I I I I I I 1/R,ETAINING WALJw,TH TUBULAR STEEL FENCE Ii ! / ....__,.__1,s;IREPLACE / \ j \1 .__-hi l1~ELLIS / : j ; \ ' 'I / I / ::~tJ / : V l >-•, , I OTE:'• >, ;O~TRACT,OflSHALL COORDINATE ALL UTILITIES :'//TH THE Gi;c~ERAL CONTRACTOR PRIOR TO )~STRUCTf=>N; 0 0 0 0 0 0 ~--+-X6POST .____. ,------:SIMPSON CC66 30° POST TO BEAM, TYP. J-BOLT TO POST BASE 3/16 ~---+-X6 POST 411 SIMPSON CB66 POST BASE 3-#4 @3" O.C. AT TOP 3/4" X 18" GALVANIZED STEEL J-HOOK BOLTS WELDED TO BOTTOM OF EACH POST BASE. #4 REBAR CAGE @ 8" O.C. HORIZONTAL, 12" O.C. VERTICAL. BEAM CORBEL FOOTING, TYP 5/24/13 SDG 1 REV:so.~s TO BID DOC SCHMIDT DESIGN GROUP, INC. ••• .,. ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMEJ\TAL SE:,.)SJTJVJTY 2655Fourth Avenue, San Diego, C'..A92103 telephone {619 j 236-1462 fac~imile {b 19} 236-8792 www.sdunidtde~ ign,com Lie. CA2]38, NV 219, AZ34139 SDG PROJECT NO: 09-502 PLTDATE: "AS BUILT" APPROVED FOR PLANTING AND IRRIGi\TION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS . TITLE _____ _ REVIE\,/ED BY: INSPECTOR SHE[T 27 CITY OF CARLSBAD PLANNING DEPAi\TMENT !----+---+-------------- 1----+--+------------- APPROVED 1----+---+-----· ~ PLAN'jlNG PALOMAR COMMONS-CENTER LANDSCAPE DETAILS Gr, E=4Lo,\: L-2.11 DATE DATE ~ L~_J ~ ·"t. I'? DATE OWN BY: PROJECT NO. DRAWING NO. DATE IN'TIAL ENGINEER OF W~RK REVISION DESCRIPTION ~ATE INITIAL DATE I NI Tl Ac CHKD BY: ·--SOP 09-05 468-5M CTHER APPROVAL CITY APPROVAL RV\,/D BY:_._ 4 8'-D" MAX. 31-611 SECTION ELEVATION TUBULAR STEEL FENCE ON RETAINING WALL NO SCALE 32" 27" "A1"= (1) 15-GAL. PODOCARPUS m. 'MAKI' (11) 5-GAL. PELARGONIUM PELTAATUM / IVY GERANIUM (RED) A1 = 32" DIAMETER DECORATIVE POT, STYLE 3-814-BR COLOR: BRONZE. THROUGH ASIAN CERAMICS OR EQUAL (800) 449-689D. QUANTITY=12 32" 27" 0 a 0 "A2"= (1) 15-GAL. JUNIPERUS s. 'SKYROCKET' (12) 5-GAL. MANDEVILLA SANDERI 'RED RIDING HOOD' I MANDEVILLA A2 = 32" DIAMETER DECORATIVE POT, STYLE 3-814-BR COLOR: MUSTARD YELLOW. THROUGH ASIAN CERAMICS OR EQUAL (800) 449-689D. QUANTITY=6 DECORATIVE POTS-PLANTING LAYOUT NO SCALE 4 1/2"O.C. G) RETAINING WALL PER CIVIL PLANS; DWG NO. 468-5B. PRECISION BLOCK WALL WITH STUCCO FINISH; STUCCO COLOR TO MATCH BUILDING COLOR SHERWIN WILLIAMS 'RICE GRAIN' (SW 6155). CONTRACTOR TO SUBMIT SAMPLE PRIOR 0 G) TO CONSTRUCTION. 2"X10"X16" CHAMFER WALL CAP, COLOR TO MATCH STUCCO WALL COLOR; RCP OR APPROVED EQUAL, PH: (800) 794-4727. 3/4"X 3/4"X 16 GA. STEEL TUBE PICKETS SPACED 4-1/2" O.C. (TYP.) BETWEEN TOP AND BOTTOM RAILS. 2"X 2"X 11 GA. STEEL TUBE POST. FLAT CAP WELDED TO TOP ON ALL EXPOSED ENDS. 1 1/2" X 1 1/2" 14 GA. SQUARE STEEL RAIL. 2" POST EXTENSION ABOVE TOP RAIL. NOTES: A. TS ORNAMENTAL FENCE 'MONARCH' THROUGH MASTER HALCO, INC. OR APPROVED EQUAL, PH: (888) 643-3623. B. TS FENCE: GRIND ALL WELDS SMOOTH PRIOR TO PAINTING. C. EPOXY SEALED AND ALL JOINTS WELDED. D. FENCE COLOR: 2 COATS PRIMER, 2 COATS PAINT COLOR TO MATCH SHERWIN WILLIAMS 'DAPPER TAN' (SW 6144) BROWN. 0 •, . INTEGRAL COLOR CONCRETE W/ 1/4" WIDE X 1/2" DEEP SCORE LINES ON 24" SQUARE GRID COLOR: DAVIS COLOR ADOBE, OR APPROVED EQUAL ., r ' cl '> , 'J \ \ ' ·~ \ I ~ ' ;> -.I ' \ r _., N .,, 0 0 ·- CURB & GUTTER, PER CIVIL ENGINEERS PLANS ADA RAMP PER CIVIL ENGINEERS PLANS ' J J ,. I / i I 1 I/ / l / ~- ~ 3 I-----.. 2J=r---, G) SECTION LEGEND: G) FINISHED GRADE @ 6"X6" EXTRUDED CONCRETE MOW CURB @ #4 REBAR HORIZONTAL AND CONTINUOUS; OVERLAP SPLICES 12" MINIMUM Ci) MULCH OR DG PER PLAN ® FINISHED GRADE 2" BELOW TOP OF CURB IN SHRUB AREAS. @ COMPACTED SUBGRADE NOTES: 1. PROVIDE CONTROL JOINTS AT 30'-0" ON CENTER MAXIMUM TYP. 2. CENTER REBAR IN MOWCURB, TYP. E. APPLY ANTI-GRAFFITI COATING TO WALL: (2 COATS) PERASHIELD BASE AND (1 COAT) PERMASHIELD PREMIUM 560D MATTE FINNISH OR APPROVED EQUAL. CROSSWALK PAVEMENT PATTERN 2 f--------------- NO SCALE CD CONCRETE MOW CURB 3 J------ 24" 20" "81"= (1) 15-GAL. PHORMIUM TEXAX 'DARK DELIGHT' (16) 1-GAL. NIEREMBERGIA LINARIIFOLIA 'AUGUTA BLUE SKY' B1 = 24" DIAMETER DECORATIVE POT, STYLE 3-813-BR COLOR: BRONZE. THROUGH ASIAN CERAMICS OR EQUAL (800) 449-6890. QUANTITY=1 24" 20" "B2"= (1) 15-GAL. PHORMIUM TEXAX 'DARK DELIGHT' (16) 1-GAL. NIEREMBERGIA LINARIIFOLIA 'AUGUTA BLUE SKY' 82 = 24" DIAMETER DECORATIVE POT, STYLE 3-813-BR COLOR: MUSTARD YELLOW. THROUGH ASIAN CERAMICS OR EQUAL (800) 449-6890. QUANTITY=1 18" -15" "C1"= (1) 5-GAL. STRELITZIA REGINAE (FLATS) 1-GAL. ASPARAGUS d. 'SPRENGER!' C1 = 18" DIAMETER DECORATIVE POT, STYLE 3-813-BR COLOR: BRONZE. THROUGH ASIAN CERAMICS OR EQUAL (800) 449-6890. QUANTITY=1 18" -15" "C2"= (1) 5-GAL. STRELITZIA REGINAE (FLATS) 1-GAL. ASPARAGUS d. 'SPRENGER!' C2 = 18" DIAMETER DECORATIVE POT, STYLE 3-813-BR COLOR: MUSTARD YELLOW. THROUGH ASIAN CERAMICS OR EQUAL (BOO) 449-6890. QUANTITY=2 N O SCALE SCHMIDT DESIGN GROUP, INC. ••• •·tt. ••• BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 SDG PROJECT NO 09-502 PLTDATE: II AS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AR~:AS. TITLE _______ _ REVJE\,,IED BY: INSPECTOR L-2.12 DATE DATE 5/24/13 SDG &REVISONS 10 810 DOC @.-~•l'", ~ CITY OF CARLSBAD ~ f----+--+---------------+---+-----,---+-----1 ~ PLANNING DEPARTMENT ~ ~==--===========:'....==~ PALOMAR COMMONS-CENTER LANDSCAPE DETAILS t-------t---j-----------------j-------,-------,--·--·--APPROVED ,~-,.-(. ~ ,e..,. ).., DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PLANNING DA TE ::;::::::==:;:;:==~===========;-;::-==-=--=-c=-=-------+--t---=-c--+--:---:-+-=-----I flWN BY: ---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL Cl IKD BY RV. \,,ID BY'·. ---SOP 09-05 468-SM OTHER APPRuVAL CITY APPROVAL 3'-6" TALL GLASS PANELa--'·.,__, SUSPENDED BETWEEN TWO COLUMN WALLS. : q 4 SECONDARY----._t. SUBMERSIBLE UP LIGHTS FOR POP-UP JETS A 14" HIGH WALL · PLANTING AREA J_--, 6" 2'-2" .. / .J 8" l_ 2" (2) 3/B"Xl>''-' -+--+----r NELSON STUD WELDED TO SS PLATE 1 '-4" q A / .J 4 ,; .J q A --''----+---'4'----''-+'-" \ \ A q / A .J q q A/ A VAULT.JLOCATION Ir.-/----..... q PLANTING ARGA. A /. .J q / .J A • q . "----'' LIGHT(S TOTAL SUBMERSIBLE) / .J A ' A/ .J A / j • 5/4" IPE SLATS. ' -:!i---l-1X2 TS JOIST. 1/4" WELD. .J q 2" WOOD SCREWS; 2 PER SUPPORT. • A q C 8" '---1X2 TS SUPPORT. 1/4" WELD BEAD ALL SIDES. '---3/4"X4"X6" PLATE LL__,____ SECTION ® IPE BENCH ATTACHMENT / -J q q \ PLAN STONE VENEER TO MATCH BUILDING: "SAND CANYON, PALOMAR COMMONS BLEND [CUSTOM COLOR) DRY STACK THROUGH CORONADO STONE. 4'-6° EXPANSION-1----1 JOINT ADJACENT PAVING PER PLAN 1'-2" 1' 12" X 2" POUR-IN-PLACE CONCRETE CAP WITH 1/4" RADIUS. INTEGRAL COLOR TO MATCH BUILDING VENEER 'CORONADO SAND CANYON'. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 12" NATURAL SLATE TILE, AMERICAN SLATE "COPPER GREY" TO MATCH BUILDING. 1' ----1----i-----i --i i--+--.11" .,._...-----3" WIDE TOP OF GLASS PANEL X 2" DEEP NOTCH TO ALLOW FOR WATER CHANNEL. ~3'' 42" x 6" TAPERED GLASS PANEL GDS SANDSTONE TEXTURE WITl-t POLISHED EDGES THROUGH: GOMOLKA DESIGN, INC. PHONE: (760) 720-0011. .---------+--CIP CONCRETE WALL. COLOR DARK GREY TO MATCH BUILDING SLATE TILE. i---1' -o-l 3/4" COPPER------..... SUPPLY LINE GLASS PANEL --, WATERPROOF--, GROUT TO SECURE GLASS PANEL. FLUSH WITH FACE OF WALL, TYP. 1/4"GAP-- ~-+-----AUTOMATIC LEVEL CONTROL DEVICE ~--=XPANSION JOINT 48" X54"X39" RDP-2S SERIES VAULT BY ROMAN FOUNTAINS, OR APPROVED EQUAL. CIP CONCRETE WALL DARK GREY --- --i 6-1I2" l_ r--+---r--+---- 6" A / • 3'-6" 4 ELEVATION SECTION ~------f'.:LASS PANEL ,,--J'----WATERPROOF GROUT AT GLASS INSET -~IP CONCRETE WALL WITH SLATE TILE VENEER • 314" COPPER SUPPLY LINE r+-vvA TER- PROOF GROUT • •• .J .J -◄-UTLET TO SEWER (4) SECONDARY SUBMERSIBLE UP LIGHTS FOR POP-UP JETS WATER LINE B I I 1'-6' ~---1x2TSSUPPORT (BELOW) WALL 1---1'-6" ___ _,_ I I I I 5/4" X 6" IPE SLATS; RADIAL CUT TO FIT RADIUS=24' L I q • 4 q q 6". _J -;:-r 9f, / 1'-6" 4'-6" PLAN GLASS PANEL RECESS INTO WALL CIP CONCRETE WAL:_1-~ NEOPRENE GASKET_) ALONG BASE OF ENLARGEMENT GLASS PANEL EDGE EMBEDDED INTO CIP WALL - _4t' ,_-_-q_""--__ -::,-;:::a_-t---·~4'---,=--·--=-7 i'-<6''-.-· -q .-_j· ~ -r r =,/: -·-~· . <I _ti. I " A . ' <I_ 4 . r -A -• 4 ± 2" BLACl<c . ----:r _,,_ ---,,! • --.i.!:._ ~ --•- --1--'"''-----.---'------------~-+-----"------, RIVER ROCK - COBBLE 16" 3" min 0 WATER FEATURE: SECTION_'C_' ____ _ ALL WALLS IN CONTACT WITH WATER SHALL HAVE A WATERPROOF MEMBRANE PLACED BETWEEN THE WALL AND THE SLATE TILE TO A HEIGHT OF 1'-0". STONE VENEER WALL TO MATCH BUILDING: "SAND CANYON, PALOMAR COMMONS BLEND (CUSTOM COLOR) DRY STACK THROUGH CORONADO STONE . r--lPE BENCH 7' --l------------1------i ~-314" WELD PLATE BEHIND STONE VENEER SCHMIDT DESIGN GROUP, INC. ••• • (1;,. ••• BALANCING .A.RTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619} 236-1462 facsimile {619} 236-8792 www.schmidtdesign.com Lie. CA2138, NV 219, AZ34139 SDG PROJECT NO: 09-502 PLT DATE· 12" X2" POUR-IN-PLACE CONCRETE CAP WITH 114" RADIUS. INTEGRAL COLOR TO MATCH BUILDING VENEER 'CORONADO SAND CANYON'. PROVIDE SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 8" L-2.13 ~1x2Ts WELDED TO 3/4"X4"X611 PLATE. CONTRACTOR IS TO PROVIDE THE FOUNTAIN IN PLACE, l.--------------------,-------,,-A-S--B-U_I_L_T_''-----, ,r---'IX2 TS HORIZONTAL INCLUDING FOOTING. CONTRACTOR IS RESPONSIBLE FOR AP p RO VE D FOR p LANTING RADIAL JOIST OBTAINING THE PERMIT ASSOCIATED WITH CONSTRUCTION AND I-+----4" INSTALLATION OF THE FOUNTAIN. CONTRACTOR WILL HAVE TO AND I RRI GA 1' ION o N LY CIP WELDED TO 1X2 TS PROVIDE FOOTING DESIGN INCLUDING STAMPED STRUCTURAL · ' WALL· 1 ~,;;;,,,,, 777 f===*=VmERw.TwalCAL SUPPORT DRAWINGS AND CALCULATIONS FOR THE FOOTING AND INCLUDING PRECISE r,1 STRUCTURE. DESIGN AND CALCULATIONS WILL BE SUBMITTED TITLE _______ _ DATE T~ J_,______, ,.:' •. · ,Jl@W' ~>~ BYTHECONTRACTORTOTHECITYOFCARLSBADFOR LOCATION OF PLANTING PERMITTING. AREAS. INSPECTOR DATE PEBENCH lsmmGsiic17,\""Rf'vi'scj;j°s"'iro'j:iiri"ooc ____ _.__ ____ l_l __ ~;::;;;~-r::;;;--r;:::==~=:::::::::=:::::~:::::=~===~===:::;-;::::::::;:::::::::;i 'i---FND CAP BOTH ENDS 5/24/13 SDG 1 REv1SONS TO BID DOC -1-==L+-Ju.i:<--I I S2HE9ET I Cl TY OF CARLS BAD I SH3EC:1TS I REVIE\JED BY: (2) 3/B"X6" NELSON STUD WELDED TO SS PLATE 3/4"X4"X6" PLATE I '--'""---->,,__ 1 "X 1" RELIEF NOTES: 1. GRIND ALL WELDS SMOOTH. 2. PAINT TO MATCH BUILDING COLOR 'RUSTIC BROWN'. PLANNING DEPARTMENT ~==--============--====: APPROVED PALOMAR COMMONS-CENTER LANDSCAPE DETAILS 0 BENCH SUPPORT (ENLARGEMENT) DATE INITIAL CATE REVISION DESCRIPTION DATE INITIAL ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL PLANNING llWN BY: __ _ CHKD BY: __ RV\JD BY: PROJECT NO. DRAWING NO. SDP 09-05 468-5M 4 r------... u,r-._ I _l 2 TIMES ROOT BALL WIDTH ., r7 PREVAILING '-y-JWIND -=1 -,ill~ ------19 z ~ 6 ' "' LEGEND 0 0 0 0 G) 0 0 0 G) G PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OF PIT. FINISHED GRADE. "CINCH-TIE" MANUF. BY V.1.T. COMPANY, INC. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. 2" MULCH LAYER PER PLANS, ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (2) 2" DIA X B' LONG LODGEPOLE STAKES. NOTE: USE TWO STAKES FOR TREE'S 15 GALLON AND LARGER. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING, ~----/4 (WHERE POSSIBLE) LEGEND 0 0 0 ROOT BARRIER EXTEND 12'-0" FROM TRUNK OF TREE IN EACH DIRECTION ALONG FACE OF PAVING. CONCRETE PAVING PER PLAN (WHERE APPLICABLE). EXTEND TOP OF ROOT BARRIER 112" MINIMUM ABOVE FINISHED GRADE. 0 TREE PLANTING PER DETAILS. G) CONCRETE CURB PER PLANS (WHERE APPLICABLE). NOTES A. CONTRACTOR SHALL INSTALL AND ASSEMBLE ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS. 2 1 1---' LEGEND PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. ROUGHEN SIDES AND BOTTOM OFPIT FINISHED GRADE. 2" MULCH LAYER PER PLANS. ROOTBALL SUGHTL Y HIGHER THAN FINISHED GRADE. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. PLAN --0---0---0- . . •• , .r,;,-_ • . . • • . . • • • ' ·½-~c,". ' ..,. • ..,..-,.-' ... ++ + + ~ + :• .. -.. + + + :+. + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • + + + + + + + + + + + + + + + + + + LEGEND 0 EXISTING SUBGRADE 0 AM MENDED PLANTING BACKFILL PER PLANTING NOTES & SPECIFICATIONS 0 (SEE PLANS) ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 FIN !SHED GRADE. 0 WOOD MULCH PER PLANS 0 PLANT TYPE AS SPECIFIED ON PLANS 0 PLANT SPACING PER PLANTING PLANS AND LEGEND 0 PLANT ROW 0 TREE PLANTING -STAKED NO SCALE ® ROOT BARRIER B----------No SCALE fc\_S_H_R_U_B_P_L_A_N_T_IN_G _______________ _ V NOSCALE ® GROUNDCOVER PLANTING D---------No SCALE 2 TIMES l ROOT BALL WIDTH • TREE PLANTING ON SLOPE NO SCALE (J ~:~'\'~/'l~ND . 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS. 0 ROUGHEN SIDES AND BOTTOM OF PIT. 0 CHAMFER SLOPE TO PREVENT EROSION. 0 FINISHED GRADE. 0 (3) INCH MULCH LAYER 0 ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. 0 "CINCH-TIE" MANUF. BY V.1.T. COMPANY. INC .. ATTACH PER MANUF. SPEC'S. AND SECURE WITH FURRING NAIL AT STAKE. (2) 2" DIA. X 8' LONG LODGEPOLE STAKES NOTE USE TWO STAKES FOR TREE'S 15 GALLON AND LARGER. WATER BASIN. PU,NTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1:1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH 'Ii -=11-,Jll~II NO SCALE WIDTH VARIES 4 2 1 11 lrrJJiml 11mmmlm=- LEGEND: ADJACENT MATERIAL PER PLANS PLANTING IN SWALE; SEE PLANTING LEGEND FOR PROPOSED PLANTING / ·. VEGETATED BIO SWALE 0 © 2 TIMES LEGEND 0 0 G) 0 0 0 0 0 0 PLANTING BACKFILL PER NOTES AND SPECIFICATIONS ROUGl-!EN SIDES AND BOTTOM OF PIT. FOR SLOPE CONDITIONS CHAMFER SLOPE TO PREVENT EROSION. FINISHED GRADE. ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE. (3) INCH MULCH LAYER OR (2) INCH D.G. SEE PLANS. WATER BASIN. PLANTING TABLETS PER NOTES AND SPECIFICATIONS. SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING. REAR OF PLANTING PIT SHALL BE GRADED TO A MAXIMUM OF 1;1 SLOPE. EROSION CONTROL FABRIC SHALL BE INSTALLED ON THIS SLOPE TO CONTROL EROSION WHILE PLANTS ESTABLISH. SHRUB PLANTING/NATIVE SHRUB PLANTING ON SLOPE NO SCALE !--GRAVEL LAYER COURSE AGGRAGATE in (!) z I 0 -' 5 0 w w -!'!, rt) w ii: ;; I Ii: w 0 PER CIVIL RECOMMENDATION BIO-FILTRATION SOIL LAYER. SUB GRADE PER GEOTECHNICAL RECOMMENDATIONS I SOILS REPORT NO SCALE ( ---·-······-·· ·-··-··----·---·----------0 :~~~ TREE PLANTING "--/ i' -1" LEGEND f<\ ROOT BALL SLIGHTLY HIGHTER THEN \..!.,.) FINISH GRADE ~ WATER BASIN -LIGHTWEIGHT PLANTER \.V MIX FROM HANSON AGGREGATES I A-1 SOILS 1-858-577-2727 OR APPROVED EQUAL 0 CWM MODULAR CONTAINER IRRIGATION SYSTEM AVAILABLE THROUGH PLANTER TECHNOLOGY 1-800-542-2282 OR APPROVED EQUAL 0 PLANTER PER PLAN 0 WATER PROOFING © CONCRETE SURFACE PER ARCHITECT 0 FILTER FABRIC © 3" THICK GRAVEL BASE NOTES: 1. COORDINATE WITH PLANTER TECHNOLOGY FOR SIZE, TYPE, STYLE, AND QUANTITY OF CWM MODULAR UNITS REQUIRED WITHIN EACH POT. 2. POTS TO BE PER OWNER I BY OTHERS 1 2X DIAMETER OF ROOTBALL LEGEND SOIL BALL RESTING ON FIRM SOIL TO AVOID SETTLING PLANTING TABLETS PER NOTES AND SPECIFICATIONS Fl NISH ED GRADE 2-INCH MULCH LAYER ROOTBALL SLIGHTLY HIGHER THAN FINISHED GRADE VINE PER PLANS DRILL EYE HOOKS INTO WALL AND ATTACH VINE SECURELY TO WALL WITH PLASTIC TIES WALL PER PLANS WATER BASIN ROUGHEN SIDES AND BOTTOM OF PIT PLANTING BACKFILL PER NOTES AND SPECIFICATIONS --------H---------SHRUB PLANTING IN SELF-IRRIGATING PLANTER POT ® VINE PLANTING AT WALL No SCALE NO SCALE 24" J LEGEND: CD PALM AS SPECIFIED-SEE PLANTING PLAN 'z' MULCH LAYER PER NOTES . KEEP 3" CLEAR FROM \:;) TRUNK. 0 4" HIGH WATER BASIN © BACKFILL WITH 100% PURE COURSE, CLEAN SAND. ® BLEND TWO CUPS OF BONE MEAL INTO BOTTOM OF PLANT PIT AREA. ® 4" PERFORATED PIPE WITH 4" FLAT TOP DRAIN CAP -WRAP WITH 'SOCK' FILTER FABRIC (j) 6" DIA GRAVEL FILLED SUMP 1 SCH:rv1IDT DESIGN GROUP, INC. BAJ.A:-ICJNG ARTISTIC EXPRFSSJON IN DESJr.N WITH EJ\VIR01'-"MENTAL SENSITIVITY 2655 Fuunh Avenue, San Diego, CA92103 telephone {619\ 236-1462 facsimile 1619} 236-8792 www.schmidtdeslgn.com LiC,CA2138, NV2J9, AZ34J39 SDG PROJECT NO: 09-502 PL T DATE· "AS BUil T APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDIKG PRECISE LOCATION OF PLANTING TITLE--------- REVJE\./ED BY, AREAS. PECT □R L-2.14 DATE DATE " -t<::5 7 /2<::4 7 /1--13 p"<C:s=--'DG=-r-::&:,,,1-::,c?v1""so,,,Ns=rn""B"'1oc::07'oc::c 7"<::::/--------;-----t---l--l,-,'1-•_1-r,+--1 I SH3EOET I IT y Q F C ARLS BA ~1 -PLANNING DEPARTMENT l].1J I----!-----+---------------------+----+---I'<---~==~=-:J==========:::::::::::::::::==t=:'....'::::==='. DATE ,N,TIAL DATE INITIAL DATE INITIAL ENGINEER OF W8RK RC:VISION DESCRIPTION □Tl l[R APPROVAL CITY APPROVAL I APPROVt.D PLANNING OWN 3Y: CHKD BY: RV\./D BY, PALOMAR COMMONS-CENTER LANDSCAPE DETAILS IT~ ~ f:;,\\~-\-\ ~ _q -1 "'J DATE P°'OJE.CT NO. , DRAWING NO. SOP 09-05 468-5M PLANTING SPECIFICATIONS PART I GENERAL 1.01 GENERAL REQUIREMENTS A CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. B. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANY UTILITY OR GRADING INFORMATION PROVIDED ON Tl➔E CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. THERE IS NO GUARANTEE AS TO THE ACCURACY OF THE INFORMATION. CONTRACTOR SHALL LOCATE AND VERIFY UTILITY LOCATIONS TO HIS SATISFACTION. C. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL REPAIRS MADE NECESSARY BY THE NEGLIGENCE OF HIS CREWS. D. THE GENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH WRITTEN HEREIN. E. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED PRIOR TO BEGINNING WORK AS TO ANY DISCREPANCIES BEWvEEN THE RECOMMENDATIONS ON THE CONTRACT DOCUMENTS AND THE SITE CONDITION UNDER WHICH WORK IS TO BE PERFORMED. 1.02 ORDINANCES AND REGULATIONS A ALL LOCAL, MUNICIPAL AND STATE LAWS AND RULES & REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR ANYTHING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE ABOVE RULES, REGULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR DRAWINGS CALL FOR, OR DESCRIBE MATERIALS, WORKMANSHIP OR CONSTRUCTION OF BETTER QUALITY, HIGHER STANDARDS OR A LARGER SIZE, SPECIFICATIONS AND/OR DRAWINGS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF THE SAID RULES AND REGULATIONS, 8. CONTRACTOR SHALL OBTAIN PERMITS AND PAY ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE IMPROVEMENTS, 1.03 SCOPE OF WORK A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT PROPERLY. B. THE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY AND LOSS DUE TD HIS ACTS OR NEGLECT. C, THE CONTRACTOR SHALL SUBMIT UNIT COSTS TO THE OWNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DRAWINGS. D. WORK NOT INCLUDED: N.IC., BY OTHERS, EXISTING. 1.04 DEFINITIONS A, LANDSCAPE ARCHITECT: ARCHITECT OF RECORD PERFORMING FIELD OBSERVATION TO CONFIRM CONSTRUCTION IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS, CONTRACTOR SHALL CONTACT OWNER TO ASCERTAIN NAME OF INDIVIDUAL OR FIRM APPOINTED AS THE OVERSEEING PARTY. 1.05 SCHEDULE OF WORK A UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR CARRYING OUT THE WORK. UPON APPROVAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 8. FINISH GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE, IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. 1.06 COORDINATION A CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO SO PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING, AND/OR RELOCATING IMPROVEMENTS, SHALL BE AT THE CONTRACTOR'S EXPENSE. B. CARE SHALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREAS IN THIS CONTRACT. THIS IS TO INSURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1.07 STANDARDS A ALL WORK SHALL BE IN STRICT ACCORDANCE WITH SOUND NURSERY PRACTICE. PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. THE CONTRACTOR SHALL PROVIDE THE NAME, ADDRESS AND PHONE NUMBER OF THE JOB SUPERVISOR FOR 24 HOUR AVAILABILITY. THE SUPERVISOR SHALL BE AVAILABLE TO ALLEVIATE EMERGENCY SITUATIONS AS THEY ARISE AND SHALL BE ON THE JOB SITE WHEN EVER PLANTING IS IN PROGRESS. B. PROVIDE PLANT MATERIALS TRUE TO NAME AND VARIETY ESTABLISHED BY "SUNSET WESTERN GARDEN BOOK", PUBLISHED BY LANE PUBLISHING, MENLO PARK, CA 2004. C. PLANT MATERIALS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI STANDARDS FOR TYPE AND SPECIES CALLED FOR ON PLANTING PLAN, PROVIDE SINGLE STEM TREE EXCEPT WHERE SPECIAL FORMS ARE SHOWN OR LISTED. 1.08 SUBSTITUTIONS A. NO SUBSTITUTIONS OF PLANT MATERIALS OR OTHER CONSTRUCTION MATERIALS WILL BE PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF PLANT MATERIAL SUBSTITUTIONS ARE ACCEPTED AND ARE OF LESS VALUE THEN THOSE INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT, B, THE RIGHT TO CHANGE: THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY, AND/OR SIZES OF PLANT MATERIALS TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF THE PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND THE CHANGES CONFIRMED IN WRITING PRIOR TO THE PLANTING OPERATION COMMENCING. CHANGES IN THE SIZE OR VARIETY OF ANY PLANT MATERIAL FURNISHED THAT REQUIRES A REDUCTION OR ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT COST PRIOR TO PLANTING. 1.09 REJECTIONS A ANY MATERIAL AND/OR WORK MAY BE REJECTED IF IN THE OPINION OF THE LANDSCAPE ARCHITECT SUCH DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AT HIS EXPENSE. REJECTED WORK SHALL BE REDONE IN A TIMELY MANNER AND APPROVED BY THE LANDSCAPE ARCHITECT, THIS INCLUDES MATERIALS THAT HAVE BEEN PLANTED WITHOUT PRIOR ACCEPTANCE. 1.10 PROTECTION OF PLANTS, EXISTING WORK AND IMPROVEMENTS A. THROUGHOUT CONSTRUCTION AND MAINTENANCE THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TD UTILITIES, PAVING, PLANTING, STRUCTURES, FIXTURES, DRAINAGE AND IRRIGATION LINES, ETC. 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 THE OWNER B. EXISTING PLANT MATERIALS, PLANTING AREAS AND PLANTS SHALL BE PROTECTED AGAINST TRESPASSING, THEFT, VANDALISM AND DAMAGE OF ANY KIND. IF ANY PLANTS BECOME DAMAGED, STOLEN OR INJURED THEY SHALL BE TREATED OR REPLACED AT THE CONTRACTORS EXPENSE. REPLACEMENT PLANTS SHALL BE OF EQUAL VALUE OF THE ORIGINAL PLANT MATERIAL OR IF NO REPLACEMENT IS AVAILABLE, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COST OF THE MATERIAL AND INSTALLATION, THE LANDSCAPE ARCHITECT SHALL BE THE RESPONSIBLE PARTY IN DETERMINING THE CONDITION OF THE PLANT MATERIAL, SIZE OF REPLACEMENT AND /OR COST COMPENSATION. 1.11 CLEAN-UP A. DURING THE COURSE OF PLANTING OPERATIONS, EXCESS CONSTRUCTION WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT A LEGAL DISPOSAL SITE. B. PRIOR TO NOTICE OF COMPLETION, THE ENTIRE LANDSCAPED AREA SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 1.12 SITE OBSERVATIONS A CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENTS FOR ALL SITE OBSERVATIONS. B. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT SHALL BE SCHEDULED AS SPECIFIED IN THE NOTES ON PLANS OR AS DIRECTED BY THE OWNER. C. OBSERVATIONS SHALL BE CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEANUP, CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF OBSERVATION DATA, AND MAKE ANY CORRECTIONS REQUIRED TO WORK BEFORE BEGINNING THE MAINTENANCE PERIOD. D, IN THE EVENT THE CONTRACTOR REQUESTS OBSERVATION OF WORK AND SAID WORK IS INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVATION COSTS INCURRED BY THE LANDSCAPE ARCHITECT. 1.13 FINAL SITE OBSERVATION AND ACCEPTANCE A FINAL SITE OBSERVATION OF PLANTING WILL BE MADE AT THE CONTRACTORS REQUEST AND UPON COMPLETION OF THE MAINTENANCE PERIOD. 8, THE WORK UNDER THIS CONTRACT WILL BE ACCEPTED BY THE LANDSCAPE ARCHITECT UPON THE SATISFACTORY COMPLETION OF ALL WORK, INCLUDING MAINTENANCE, BUT EXCLUSIVE OF THE GUARANTEE OF PLANT MATERIALS. 1.14 GUARANTEE AND REPLACEMENT A THE CONTRACTOR SHALL GUARANTEE THAT ALL PLANTS PLANTED UNDER THIS CONTRACT SHALL BE IN GOOD, HEALTHY AND FLOURISHING CONDITION OF ACTIVE GROWTH AT THE END OF ONE GROWING YEAR FROM THE DATE DF ACCEPTANCE. ALL OTHER PLANT MATERIALS SHALL BE GUARANTEED UNTIL FINAL ACCEPTANCE OF THE MAINTENANCE PERIOD. 8, ALL DEAD PLANTS AND ALL PLANTS THAT LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES, OR AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE REPLACED WITHOUT COST TO THE OWNER WITHIN (10) DAYS OF NOTICE. C. REPLACEMENT PLANT MATERIAL AND SEEDING SHALL BE OF COMPARABLE QUALITY AND SIZE TO Tl➔AT WHICH WAS ORIGINALLY INSTALLED. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. 1.15 SUBMITTAL$ A. SUBMIT LIST WITH SOURCES AND QUANTITIES TO LANDSCAPE ARCHITECT OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, MULCH, AND SEEDS WITH QUANTITIES OF EACH TO BE USED ON THE JOB. RETAIN AND SUBMIT RECEIPTS AS REQUESTED BY THE LANDSCAPE ARCHITECT. 1.16 PUBLIC SAFETY A THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THE SAFETY OF ALL WORKERS, PEDESTRIANS AND ADJACENT PROPERTY IN ACCORDANCE WITH CALIFORNINOSHA REQUIREMENTS. THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. WE DO NOT DIRECT THE CONTRACTORS OPERATIONS AND WE CAN NOT BE RESPONSIBLE FDR PERSONNEL OTHER THAN OUR OWN ON THE SITE. THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS IN THE CONTRACT DOCUMENTS TO BE UNSAFE. 1.17 AS-BUILT INFORMATION A A SET OF CONTRACT DRAWINGS THAT ARE VERIFIED BY THE CONTRACTOR TO BEAN 'APPROVED SET' OF THE GOVERNING AGENCY SHALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT IS INSTALLED SHALL BE REVIEWED FOR CONFORMANCE WITH THE PLANS. IF NEW WORK OR WORK AS SHOWN ON THE PLANS IS DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION ON THE RECORD DRAWINGS. THE MARKED DRAWINGS SHALL BE KEPT CURRENT AS THE WORK PROGRESSES AND SHALL BE AVAILABLE FOR INSPECTION UPON REQUEST. AT 2 WEEKS PRIOR TO THE "NOTICE OF COMPLETION", THESE OR A COPY OF THE AS-BUILT DRAWINGS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT. PART 2 • MATERIALS 2.01 PLANT MATERIALS A ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES, AND SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR AT LEAST ONE YEAR B. PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE NORMAL HABITS OF GROWTH. THEY SHALL BE FREE OF DISEASE, INSECT PESTS OR THEIR EGGS, SUN-SCALE INJURES, ABRASIONS OR DISFIGUREMENTS, AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. C. TREES SHALL HAVE STRAIGHT TRUNKS UNLESS OTHERWISE SPECIFIED, WITH THE LEADER INTACT, UNDAMAGED, AND UNCUT. DAMAGED OR PRUNED TERMINAL LEADERS WILL BE CAUSE FOR REJECTION. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT UPON THE SPECIAL APPROVAL OF THE LANDSCAPE ARCHITECT. D. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED ON THE PLANTING PLAN EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED. USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE . E. CONTAINER STOCK (1,5,15 GAL, AND BOX SIZES) SHALL HAVE GROWN IN THE CONTAINERS IN WHICH DELIVERED FOR AT LEAST6 MONTHS BUT NOT OVER TWO YEARS, AND SHALL IN NO CASE BE ACCEPTED IF A ROOT BOUND CONDITION EXISTS .. 2.02 LANDSCAPE MATERIALS A "PLANTING TABLETS" SHALL BE BEST-TABS PLANTING TABLETS 20-10-5 10/21 GRAM TABLETS OR APPROVED EQUIVALENT. 8. "MULCH" SHALL BE BARK OR WOOD MULCH FROM ONE OF THE FOLLOWING SOURCES: SHREDDED FIR OR CEDAR. MULCH SHALL BE GREATER THAN 114" DIAMETER AND NO LARGER THAN 1/2" DIAMETER MULCH SHALL BE FREE OF STICKS, STONES, CLAY, CLODS, DEBRIS AND FOREIGN INORGANIC MATERIAL. C. "HERBICIDE' SHALL BE ROUND-UP BY MONSANTO CORPORATION. D, "PRE-EMERGENT" HERBICIDE SHALL BE TREFLAN, SURFLAN, EPTAN OR EQUIVALENT. E. "MOW STRIPS" SHALL BE AS SPECIFIED ON CONSTRUCTION DOCUMENTS F. "NAILS", "WIRE", "HARDWARE", "STAPLES", AND "TURNBUCKLES" SHALL BE HOT DIPPED GALVANIZED. G, "TREE STAKES" SHALL BE 2" DIAMETER BY 8' LENGTH COPPER NAPTHENATE TREATED LODGE POLE PINE STAKES, OR EQUAL, ACCORDING TO THE FOLLOWING SCHEDULE: 15 GALLON 1 -B' STAKE 24" BOX OR LARGER 2 -10' STAKES H. "EROSION CONTROL FABRIC" SHALL BE NORTH AMERICAN GREEN, MODEL SC150. I. "ROOT BARRIERS" SHALL BE BIO-BARRIER BY DOW ELANCO 1 (BOO) 352-6776. J. "DECORATIVE ROCKS" OR "BOULDERS" SHALL BE AS SPECIFIED ON PLANS. 2.03 HYDROSEED MATERIALS A SEED MIX -AS SPECIFIED ON PLANS. B. "WOOD PULP" SHALL BE SILVAFIBER BY WEYERHAUSER OR APPROVED EQUAL, AT A RATE OF 1000 LBS./ACRE. C. "TACKIFIER" SHALL BE M-BINDER FROM STOVER SEED OR APPROVED EQUAL, AT A RATE OF 60 LBS/ACRE. PART 3 -INSTALLATION 3.01 GENERAL REQUIREMENTS A. INSTALLER MUST EXAMINE THE SUBGRADE, VERIFY THE ELEVATION AND OBSERVE THE CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. IF SITE CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR BEFORE COMMENCING WORK. B. WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED OR FORESEEN SUCH AS, BUT NOT LIMITED TO PAVING, RUBBLE FILL, ENGINEERING FILL, ADVERSE DRAINAGE CONDITIONS, TOXIC SUBSTANCES OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTING. 3.02 WEED KILL A IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. B. WHEN ALL WEEDS HAVE PERISHED AND THE ACTIVE PERIOD OF HERBICIDE HAS EXPIRED ALL WEEDS SHALL BE COMPLETELY TURNED UNDER BY PLOWING, ROTOTILLING OR OTHER MECHANICAL MEANS. IF PERSISTENT REPEAT APPLICATION TO ASSURE ERADICATION. C. ALL HERBICIDE APPLICATIONS SHALL BE PERFORMED BY A LICENSED AND BONDED OPERATOR. D. APPLY PRE-EMERGENT HERBICIDE AS NOTED UNDER MATERIALS AND AT THE RATES AS SPECIFIED BY THE MANUFACTURER. 3.03 SOIL PREPARATION A CONTRACTOR SHALL PROVIDE AGRONOMIC SOIL'S TEST. B. SOIL PREPARATION SHALL OCCUR NOT MORE THAN 30 DAYS PRIOR TO PLANTING. ALL PLANTING AREAS WITH ASPHALT, ENGINEERED FILL OR OTHER DELETERIOUS MATERIAL SHALL BE THOROUGHLY DUG OUT THROUGH SUB-BASE MATERIAL AND BACKFILLED WITH TOPSOIL C. APPLY SOIL AMENDMENTS RECOMMENDED IN SOILS TEST, EVENLY AND AT THE SPECIFIED APPLICATION RATES. SEE CONTRACT DOCUMENTS FOR SPECIFIC RECOMMENDATIONS. D. ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. E. SLOPES STEEPER THAN 3: 1 SHALL BE RAKED, BUT SHALL NOT RECEIVE SOIL AMENDMENTS EXCEPT AT EACH PLANT PIT BACKFILL. 3.04 FINISH GRADING A FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. B. FINISHED GRADES SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES SHALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN REGULARLY AS NOTED ON THE CONSTRUCTION DOCUMENTS OR AT A MINIMUM OF 2%, AWAY FROM BUILDINGS, WALLS AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. C. FINISHED GRADES SHALL BE A MINIMUM OF 2" BELOW IN GROUND COVER/SHRUB BEDS. WHERE DRAINAGE FLOW IS INTERRUPTED BY MOW STRIPS, TRANSITION TO LEVEL WITH GRADE AT THESE LOCATIONS SO AS NOT TO OBSTRUCT FLOW WHERE PAVEMENT OBSTRUCTS FLOW, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION. 3.05 LAYOUT A. LAYOUT OF ALL TREES, SHRUB MASSES, HEADER BOARDS, AND OTHER LANDSCAPE ELEMENTS SHALL BE STAKED BY THE CONTRACTOR IN THE FIELD FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. B. PLANT ARRANGEMENTS ARE SHOWN ON DRAWINGS. HOWEVER, FINAL LOCATION AND/OR ORIENTATION OF ANY OR ALL PLANTS SHALL BE AS DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL MAKE ANY CHANGES IN LOCATIONS OF PROPOSED PLANTING, AS MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER C. PRIOR TO PLANTING, CONTRACTOR SHALL SURVEY SITE FOR POTENTIAL PLANT MATERIAL CONFLICTS. POTENTIAL CONFLICTS INCLUDE, BUT ARE NOT LIMITED TO PLANT MATERIAL OBSTRUCTIONS TO SIGNS, ROOF OVERHANGS, PEDESTRIAN AND VEHICULAR TRAFFIC, AND SLOPE/LEVEL AREAS WHICH DIFFER IN ELEVATION OF CONFIGURATION FROM EXISTING SITE PLANTING CONDITIONS. 3.06 EXCA'.'ATION OF PLANTING PITS AND BEDS A ALL EXCAVATED HOLES SHALL HAVE ROUGHENED SURFACES, NOT GLAZED, AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. B. UNDER NO CIRCUMSTANCES SHALL ANY PLANT PIT OR BED REMAIN OPEN OVERNIGHT UNLESS IT IS PROPERLY BARRICADED. C. FILL EXCAVATIONS FOR ALL REPRESENTATIVE SITE CONDITIONS FOR TREES AND SHRUBS WITH WATER AND ALLOW TO PERCOLATE OUT OVER A 12 HOUR PERIOD. REFILL HOLE AND IF WATER IS NOT ABSORBED WITHIN 12 HOURS OF THE SECOND FILLING, CONTACT LANDSCAPE ARCHITECT FOR DIRECTION. 3.07 PLANTING A AFTER PLANTING PITS HAVE BEEN DUG, ADD "PLANTING TABLETS" TO THE PLANTING PITS ACCORDING TO THE FOLLOWING SCHEDULE: PLANT SIZE AMOUNT 1 GALLON 2-10 GRAM. TABLETS 5 GALLON 3-10 GRAM. TABLETS 15 GALLON /24" BOX 6-10 GRAM. TABLETS 8. CANNED STOCK SHALL BE REMOVED CAREFULLY FROM CANS AFTER LIGHTLY COMPRESSING THE SIDES OF THE CONTAINERS TO LOOSEN THE ROOT BALL SLIDE PLANTS OUT OF CANS AND HANDLE BY EARTH BALL ONLY. C. PLANTS SHALL BE SET ON UNAMENDED NATIVE SOIL FIRMLY TAMPED TO PREVENT SETTLING, AFTER BACKFILLING, PLANT CROWN SHALL BE SET SLIGHTLY HIGHER THAN THE SURROUNDING SOIL LEVEL UPRIGHT PLANTS SHALL BE KEPT IN A VERTICAL POSITION. D. AFTER PLACING IN PIT, WORK "PLANTING BACKFILL MIX" AROUND BALL OF GROUNDCOVER, SHRUBS AND TREES, WATER AND FIRMLY TAMP TO INSURE SOIL IN AND ABOUT ALL ROOTS. E. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. F. STAKE TREES IMMEOIATELY AFTER PLANTING AS PER PLANTING DETAILS. G. PRIOR TO PLANTING ALL SPRAY IRRIGATION SHALL BE FULLY OPERATIONAL AND DRIP IRRIGATION AREAS SHALL HAVE SUPPLY LINE INSTALLED, WITH EMITTERS HELD FOR INSTALLATION UNTIL ALL PLANTING IS COMPLETE. H. ALL PLANTS UNLESS NOTED OTHERWISE ON PLANS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING, TAKING CARE NOT TO COVER CROWNS OF PLANTS WITH WET SOIL, PLANTS SHALL BE KEPT ADEQUATELY WATERED UNTIL TIME OF ACCEPTANCE, I. GROUND COVER PLANTING SHALL BE AS NOTED ON PLANS AND PLANTED ON TRIANGULAR SPACING. EXTEND GROUND COVER TO WITHIN 12 INCHES OF ADJACENT SHRUBS OR TREE TRUNKS, 3.08 MULCHING A MULCH SHALL BE PLACED AROUND ALL TREES, SHRUBS AND GROUND COVERS. MULCH SHALL BE APPLIED UNIFORMLY TO COVER ALL PLANTING BED SURFACES, INCLUDING DRIP IRRIGATION LINES, TO A COMPLETED DEPTH OF 2" MINIMUM 3.09 FINAL GRADING A THE FINISHED SURFACE SHALL BE SMOOTH, COMPACTED AND FREE FROM IRREGULAR CHANGES. SWALES Sl➔ALL READILY DRAIN AND BE FREE OF LUMPS OR HOLLOWS. ALL PLANTING BEDS SHALL DRAIN READILY AT A MINIMUM OF 2% AND BE FREE FROM PONDING OR STANDING WATER AT ALL TIMES. IN AREAS WHERE PLANTING BEDS ARE RETAINED BY WALLS, CURBS, TERRACES OR OTHER HARD SURFACES, CARE SHALL BE TAKEN TO PROVIDE PROPER DRAINAGE. ' > B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE PLANTING AREA SMOOTH AND EVEN, TO INSURE THAT FINISH GRADES SHALL BE 2" INCH BELOW THE SURFACE OF WALLS, CURBS AND PAVED AREAS, AND IN ALL CASES WITHOUT ABRUPT CHANGES IN GRADIENT. C. THE GROUND SURFACE SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO SEEDING TO DETERMINE SUITABILITY FOR PLANTING. THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE PROCEEDING. 3.10 HYDROSEEDING A HYDROSEED MIX: SEE PLANTING PLANS B. EQUIPMENT AND APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX THE ABOVE SLURRY. DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE SLURRY OVER THE GROUND, THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150 PSI AT THE NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,500 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT WHICH WILL PLACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE AND SHALL BE THOROUGHLY CLEAN AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED. C. APPLICATION: THE OPERATOR SHALL SPRAY THE SURFACES WITH A UNIFORM, VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED AND THE MATERIAL IS SPREAD AT THE REQUIRED RATE. D. TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TD THE SURFACES WITHIN 4 HOURS AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE. 3.11 MAINTENANCE /ESTABLISHMENT PERIOD A THE ENTIRE PROJECT SHALL BE MAINTAINED FOR THE TIME AS SPECIFIED ON PLANS, COMMENCING FROM THE TIME ALL IRRIGATION AND LANDSCAPE WORK HAS BEEN COMPLETED, OBSERVED BY THE LANDSCAPE ARCHITECT, AND WRITTEN NOTICE OF COMPLETION PROVIDED. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE ACCORDING TO THE FORGOING ARTICLES AND OF THE SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE OWNER B. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DOCUMENTS DURING THE PROGRESS OF THE WORK, THROUGH THE MAINTENANCE PERIOD, AND UNTIL NOTICE OF COMPLETION. C. MAINTENANCE OF PLANTED AREAS SHALL INCLUDE, BUT NOT BE LIMITED TO WATERING, PRUNING, EROSION REPAIR, WEED CONTROL, CULTIVATING, MULCHING, SPRAYING, AND REPLACEMENT OF SICK, DEAD OR DAMAGED PLANTS TO PROPER GRADES DR UPRIGHT POSITION, MOWING, DEBRIS REMOVAL, AND ALL OTHER CARE NECESSARY FOR PROPER GROWTH AND APPEARANCE OF THE PLANTS, D. DAMAGE RESULTING FROM GULLIES, WASHOUTS, OR OTHER EROSION SHALL BE REPAIRED BY FILLING AND TAMPING, RE FERTILIZING, AND RESEEDING OR REPLANTING BY THE CONTRACTOR AT HIS EXPENSE IF SUCH DAMAGE OCCURS PRIOR TO ACCEPTANCE OF WORK UNDER THIS CONTRACT. E. ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL BE THINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. F. DURING THE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, OR HAVE LOST MORE THAN 30% OF LEAVES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. G. TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITIONS. TREE TIES SHALL BE ATTACHED SECURELY. H. CONSTANT DILIGENCE SHALL BE MAINTAINED FOR THE ADVENT OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. I. ALL WEEDS IN GROUNDCOVER AREAS SHALL BE PULLED AS THEY APPEAR AND PRIOR TO SETTING SEED DURING THE MAINTENANCE PERIOD. J. ALL WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, AND STANDING WATER BY SWEEPING AND MOPPING AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. K. DURING THE MAINTENANCE PERIOD; ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATION. IF ANY ITEM OR PORTION OF THE CONTRACT WORK IS NOT ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AT THE TIME OF FINAL INSPECTION, CONTRACTOR SHALL BE REQUIRED TO MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT FOR ANY ADDITIONAL PERIOD OF TIME AS MAY BE REQUIRED TO REPAIR DEFECTIVE ITEM OR PORTION. L SETTLING OF MULCHED AREAS AND EROSION OF MULCH WITHIN THE MAINTENANCE PERIOD SHALL BE SUPPLEMENTED WITH ADDITIONAL MULCH AT THE CONTRACTORS EXPENSE TO MEET THE DEPTH AND COVERAGE SPECIFIED. M. SETTLING OF AREAS WHICH CAUSES WATER TO POND OR INTERRUPT DRAINAGE FLOWS SHALL BE REPAIRED TO MAINTAIN POSITIVE DRAINAGE. 3.12 WRITTEN NOTICE A AT THE END OF THE SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE LANDSCAPE ARCHITECT AND OWNER, THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE AND SUBMIT THE RECORD DRAWINGS. FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. -END OF SECTION- SCHMIDT DESIGN GROUP, INC. ••• .G,e ••• BALANCING ARTISTIC f.XPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 2655 Fourth Avenue, San Diego, CA 92103 telephone {619) 236-1462 facsimile {619) 236-8792 www.schmidtdesign.com Lie. CA 2138, NV 219, AZ 34139 REN<WAL DAll: / 8/0q,13 • ·°"'-DA ?''t OF CALlfO SDG PROJECT NO: 09-502 PLTDATE: 11 AS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PL1\NTING TITLE-------- AREAS. 5/24/13 SDG I /i\ REVISONS TO BID DOC 7 - REV!Ev/ED BY, -v--h--------J)ispECT □R ' L-2.15 · ' '-. -. . DATE . . . -A\ DATE '~"=""=""-V"="-=l'=>'=>"="="='="~"-=')c__ _____ -t--+---+--+----1 SH[ET 31 ~ ITY OF CARLSEA1 PLANNING DEPARTMENT Lill 'l '- DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL -. _) . J PALOMAR COMMONS-CENTER ""--"-"--"--.i'Liv 71\ PLA.NTING SPECIFICATIONS APPROVED PLANNING DW'J BY: -·~-PROJECT NO. DR.A.WING NO. CHKD BY: __ _ RVv/D BY, SOP 09-05 468-5M