Loading...
HomeMy WebLinkAboutDWG 350-9L; CT 89-39; AVIARA PLANNING AREA 12; 01-43GENERAL NOTES 1. CONTRACTOR SHALL VERIFY WITH OWNER'S REPRESENTATIVE THAT PLANS ARE CURRENT AND APPROVED. 2 WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF CARLSBAD. 3. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY O'DAY CONSULTAN'rS DATED MAY 15, 1991 (ENGINEER OF WORK SIGNATURE DATE). 4. THE ENGINEERING SOILS REPORT BY LEIGHTON & ASSOCIATES IS A PART OF THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COMPLY WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 6. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK TAKES PLACE. 7. 8. 9. 10. 11. 12. 13. 14. 15. 17. 18. 19. 21. 22. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. UNIT PRICES FOR ALL IMPROVEMENTS SHALL BE ESTABLISHED AS A PART OF THE CONTRACT WITH THE PROJECT OWNER AND PRIOR TO BEGINNING WORK, TO ACCOMMODATE ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION B. SLEEVE INSTALLATION C. FINE GRADING D. IRRIGATION PRESSURE AND COVERAGE TEST E. PLANTING AND/OR HYDROSEEDING F. APPROVAL TO BEGIN ESTABLISHMENT/MAINTENANCE PERIOD G. ACCEPTANCE OF ESTABLISHMENT/MAINTENANCE PERIOD SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION OR THE APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION. FOOD AND LODGING COSTS, IF ANY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES NOT DIRECT THE CONTRACTOR'S OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE; THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSULTANT (619) 438-1162, EXTENSION #4221, 72 HOURS (THREE WORKING DAYS). PRIOR TO STARTING CONSTRUCTION. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL BE MADE WITH THE APPROPRIATE WATER DISTRICT. ALL REDUCED PRESSURE BACKFLOW PREVENTER$ SHALL BE TESTED AFTER INSTALLATION. RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL 438-2722, EXT. 152 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPL YING A COPY OF THE TEST RESULTS TO THE CARLSBAD MUNICIPAL WATER DISTRICT, 5950 EL CAMINO REAL. CONSTRUCTION SCHEDULE: A. PRIOR TO ISSUANCE OF GRADING PERMITS, 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. 6. SPECIAL CONSIDERATION SHALL BE GIVEN TO WATER AND ELECTRICAL SERVICES. C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS GRADING PROGRESSES. D. THE SCHEDULE SHALL SHOW TIMING OF CONSTRUCTION OF FREE-STANDING. RETAINING AND CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING AT EACH LOCATION IS ACHIEVED. IRRIGATION: A. INSTALLATION OF IRRIGATION AS SHOWN ON THE APPROVED PLANS SHALL COMMENCE WITHIN 10 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. PLANTING: A. PLANTING AND IRRIGATION FOR THE AREAS DESCRIBED ABOVE UNDER NO. 20 SHALL BE COMPLETELY INSTALLED, AS SHOWN ON THE APPROVED PLANS, WITHIN 30 DAYS AFTER THE IRRIGATION INSTALLATION FIRST COMMENCES. SLOPE PLANTING STANDARDS A. SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: 1. STANDARD #1 • COVER CROP/JUTE MESH COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF JUTE MESH SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15 DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR JUTE MESH MAY BE USED. 2 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 A.~D SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). 3. 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) 4. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM OF ONE (1) PLANT PER TWO HUNDRED (200) SQUARE FEET. B. AREAS OF APPLICATION • SLOPES 6: 1 OR STEEPER AND: 1. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE A MINIMUM STANDARD #1 (COVER CROP AND JUTED). 2. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2 AND #3. 3. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3 AND #4. 23. 24. 2li POTABLE WATER SYSTEMS AVIARA 12 LANDSCAPE IMPROVEMENT PLANS C. SPECIAL CONDITIONS 1. AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) 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. D. AREAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEEDBED. SLOPE IRRIGATION STANDARDS: A. WATER SERVICE (POINT OF CONNECTION) INSTALLATION, TEMPORARY OR PERMANENT, SHALL BE IN PLACE TO COINCIDE WITH PLANTING TIMING SPECIFIED IN SECTION E. 3-1 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. PIPE 1. ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS DEMONSTRATED TO THE SATISFACTION OF THE CITY THAT THE ROCKY CONDITION OF THE SLOPE WOULD PREVENT TRENCHING. IN CASES WHERE ON GRADE PIPE IS ALLOWED, IT SHALL BE THE GALVANIZED TYPE OR UVA RESISTANT PVC APPROVED BY THE CITY. LETTER OF CERTIFICATION (INSTALLATION): A. THE LICENSED DESIGNER OF RECORD FOR ALL THE PROJECTS REQUIRING LANDSCAPE PLANS SHALL SUBMIT A LETTER TO THE CITY STATING THAT THE PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. AS-BUILTS: A. PRIOR TO RELEASE OF BONDS AS-BUILT LANDSCAPE PLANS FOR THE BONDED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE CITY. 8. CONTRACTOR SHALL DRAFT AS-BUILT INFORMATION ONTO HIS FIELD SET AS WORK PROGRESSES. C. CITY INSPECTOR SHALL APPROVE CONTRACTOR AS-BU IL TS BEFORE TURNING THEM OVER TO THE LANDSCAPE ARCHITECT, ALONG WITH THE CITY MYLARS. V!CINJT'! MAP (N. T.S.) \ E9 SHEETS 7,22,37,38 I/ ' ' I ' ' . II ' I / ' I' ' ' I ~ I \;\ >- I ~ I 15, \ I 7' \ 9. \. 1 ~ ' I I ' .c. tt3 \ D LANDSCAPE ARCHITECT SHALL ADD AS-BUILT INFORMATION TO CITY MYLARS AND RETURN THEM TO THE PLANNING DEPARTMENT. SHEET INDEX SHEET NO. I I I I I E. PLANNING DEPARTMENT SHALL REVIEW AND APPROVE AS-BUILT MYLARS BEFORE ORDERING PRINT PACKAGE. . LIGHTING NOTES 1. 2 3. 4. 5 6 7. 8. 9. 11. 12 13. CONTRACTOR IS RESPONSIBLE FOR ALL WIRING AND LIGHTING ENGINEERING, LIGHTING AND ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL GOVERNING CODES AND REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING, ORDERING AND LOCATING ELECTRICAL P.O.C. WITH LOCAL GOVERNING AGENCIES AND OWNER. CONTRACTOR SHALL INSTALL ALL LIGHTING ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SCHEMATIC LIGHTING PLANS ARE FOR FIXTURE AND/OR SWITCH IDENTIFICATION AND LOCATION ONLY. CONTRACTOR SHALL DESIGN, PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS ENGINEERING, FIXTURES, MATERIALS AND LABOR AS NECESSARY TO INSURE A COMPLETE INSTALLATION IN CONFORMANCE WITH THE INTENTION OF THESE SCHEMATIC DRAWINGS AND THE REQUIREMENTS OF ALL CONTROLLING AGENCIES. CONTRACTOR SHALL OBTAIN All REQUIRED APPROVALS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHOP DRAWINGS, FEES AND PROCESSING REQUIRED TO OBTAIN ALL REQUIRED PERMITS. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SLEEVES, STUB-OUTS, CHASES, PULL BOXES, JUNCTION BOXES, SWITCHES, TIMERS, ANO RELATED EQUIPMENT AND MATERIALS AND SHALL COORDINATE THEIR INSTALLATION WITH ALL OTHER TRADES. ELECTRICAL WORK SHALL COMPLY WITH LOCAL CODES AND REQUIREMENTS OF GOVERNING AGENCIES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR U.L. LABELS. LIGHT FIXTURES SHALL BE INSTALLED PER MANUFACTURER'S DETAILS AND WRITTEN SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR SHALL SUBMIT TO OWNER'S REPRESENTATIVE SHOP DRAWINGS AS NECESSARY TO INDICATE POINT OF CONNECTION, CIRCUITING AND INSTALLATION DETAILS FOR COMPLETE OPERATING SYSTEMS. LANDSCAPE UP-LIGHTING SYSTEM(S) SHALL BE CONTROLLED BY A PHOTO CELL($) AS WELL AS TIMER($) WITH A MANUAL SWITCH OVER-AIDE. ALL EQUIPMENT SHALL BE APPROVED BY OWNER. LANDSCAPE UP-LIGHT INSTALLATIONS SHALL BE COORDINATED WITH THE INSTALLATION OF SPECIMEN TREES. REFER TO PLANTING PLANS AND CONTACT OWNER'S REPRESENTATIVE FOR APPROVAL OF PLACEMENT PRIOR TO FINAL INSTALLATION. 14. LANDSCAPE LIGHTING SHALL BE A MINIMUM OF 3' AWAY FROM THE EDGE OF ANY VEHICULAR AREA. 15. THE CONTRACTOR SHALL, FOR PUBLIC SAFETY, GIVE SPECIAL ATTENTION TO THE ILLUMINATION OF ELEVATION CHANGES IN PEDESTRIAN AREAS. CMWD TITLE SHEET LANDSCAPE GRADING PLAN-REC. CTR. LANDSCAPE CONSTRUCTION PLAN-REC. c-;-R_ LANDSCAPE CONSTRUCTION PLAN-ENTRY LANDSCAPE CONSTRUCTION PLANS-PROD. LANDSCAPE CONSTR. TYP. WALKS/DRIVE'NAYS LANDSCAPE CONSTRUCTION FINISH SCHEDULE LANDSCAPE CONSTRUCTION DETAILS LANDSCAPE CONSTRUCTION SPECIFICATIONS LANDSCAPE iRRIGATION PLAN-REC. CTR. LANDSCAPE IRRIGATION PLAN-ENTRY LANDSCAPE IRRIGATION PLANS-PROD. LANDSCAPE IRRIGATION LEGEND & DE' AILS LANDSCAPE IRRIGATION DETAILS LANDSCAPE IRRIGATION SPECIFICATIONS LANJSCAPE TREE Pl .. ANTING PLAN-REC. CTR. LANDSCAPE SHRUB PLANT,NG PLAN-REC. CTR. LANDSCAPE TREE PLANTl:NG PLAN-ENT RY LANDSCAPE SHRUB PLANTING PLAN-ENTRY LANDSCAPE TREE PLANTING PLANS-PROD. LANDSCAPE SHRUB PLANTING PLANS-PROO. L.t\NDSCAPE PLANTING LEGEND & DETAILS LANDSCAPE PLANTING SPEC FIC.ti,TIONS DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THA-I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF H,E PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST ANJAROS. I UNDERSTAND THAT THE U-IECK OF PROJECT DRAWINGS AND S"EC!F:CATIONS Bv TI-E c1-y OF CARLSBAD AND THE COUNTY OF SAN DIEGO CE"ARTMENT OF ENVIRONMENTAL I-EAL Tf-IS CON>IN[C TO R[VIEW ON'..v ANO DOES NOT RELIEVE ME, AS THE LIC'::NSED DESIGNE'! 0" WORK, or MY RESPONSIBclTIES FOR "ROJECT DESGN LANDSCAPE ARCHl:ECT: BJRT ON ASSOCIATES 12760 HGH BLUFF DRIVE. SUITE 120 SAN DIEGO, C 92130 (619) 794-20 BY: _,::$~t"::=:_ ____ DATE '"?,.)~~£,Cf? REGIST"A.TION NO., -t-1°5'? EXPIRATION DATE: 1 /31_199 APPROVED FOR PLANTING AND IRRIGATION ONLY, :NCLUDINC PRECISE LOCATION OF PLANT'.NG AREAS. 1 2 3 I I , I 4 5·8 9 P.o.c. tt2~ SHEETS 8,23,39,40 1 Cl 11-, 5 16,17 SHEETS 6,21,35,36 18 19 20~23 24 25 26-28 LEGEND • POTABLE MAINLINE 1M] PO!NT OF CO~NECTION 29 MAP LOCATION (N.T.S.J E9 .30 31 32 33,35,37,39 34,36,.38,40 41 42,4.3 96 059 _28 J~N-~7_11.'1 ~J_~CQiltal ''" '' 21 OCT 96 28 Feb 97 WF PLAN T I TL E DATE REVIEWED BY: lA;r BA . 31 _MAR 97 _3rd Submittal 11,1~.-ill rrnNr [:A[l /fl[VISION's rm~1101.;;_ ~[·;1~10N,; I NSPFCTOR DATE DEVEL OPE R ' s NAME : __ C_J_t,_T _I N_[_N_T_A_L_H_O_M_E_S_____ r---::--C_A_. R_L ..,.s_B_A_D_M_LJ_N_l~C_I_P_A~L~W_A_T =E _R~D~I~S_'~R~I~C~T----1 Sheet AJORESS: 12636 HIGH BLUFF DRIVE, STE 300 SAN DIEGO, CA, 92•30 TELEPHONE: 16191 793-2580 DATE PLAN P'lEPARED: 21 OCT 96 BY: BA 3ENCH MARK CITY OF CARLSBAD 1 PLANNING DEPARTMENT 43 Sheets LANDSCAPE TITLE SHEET FOR: A VI ARA PLANNING AREA 12 cARLSBAD ,.ffiACT 89-39 \l'l'IIC\l!J l'IJII 1'1,\\1'1\C .\ \ I l I I 1 I: I C \ I () '-: 0 :'. I , l I\( I.\ 111:~1; l'l<J:1. :~I< 1.01'\IID\ 01 l'J.,l~TJ\!(; CARLSBAD MUNICIPAL WATER DiSTRICT (N/Al Revisions mu.st be approved by Pub:ic ~eolth Engineer. City Planning C1rector & District Engineer prior to 1,r.p!eme~tot1on 1n field, (NIA> --,---,---,--------------------4 oescr i pt ion ______ _ , d" 'I I j ) f.' .·\ c,' \ \. ' ) WILLIAM PLUMMER, DISTRICT ENGINEER R.C.E. 28176 SAN DIEGO COUNTY OE'ARTMENT or ENVIRONMENTAL HEALTH _____ --~' N=/,__,A l, ·-··---· .0PPROYED 6Y; Dote Dote No. Date By Description App'd Loc:ot ion __________________ _ Record Frcrn -------------·----~,.~.,-···,~"· ----------1----, E evat ion __________ Datum _______ _ Drwn. -----PROJECT NO. DRAWING NO. Checked ----- Field CT 89-39A 350-9L C.M.W.D. JOB NO. i"" ' I I -----·-- I I I I I I I I • I • I I I I I ., I ---............ 0 ~ I ------- ...... ..... GRADING LEGEND FFE FS BP TG TPC TS TW □ NOTES: FINISH FLOOR ELEVATION FINISH SURFACE BOTTOM OF POOL TOP OF GRATE TOP OF POOL COPING TOP OF STEP TOP OF WALL WATER FLOW DIRECTION DRAIN LINE:S (PE:R CIVIL E:NGINE:E:R'S PLANS) DRAIN INLET (PER CIVIL ENGINEER'S PLANS) \ FOR CONSTRUCTION DETAILS \ SEE SHEETS SEE SHEETS 1 1 -1 5 1 6 · 1 7 FOR CONSTRUCTION SPECIFICATIONS \ \ \ 291.90 TW \ \ NOTE: REFER TO CIVIL ENGINEER'S PLANS FOR DRAIN PIPE CONNECTIONS AND LAYOUT, FINISH GRADES AND PLANTING AREA DRAINAGE. 96.059 PROJm 21 OCT 96 OATS BA 28 JAN 97 2nd Submittal 28 Feb 97 WF PLAN 31 MAR 97 3rd Suon-foal f>Rll'IT O.Q.TE I REVISIONS PRINT CATE I RE\'IS!ONS DECK DRAIN 290.24 TG C . , /; 290.30 FS . , ./, . , ./, . , ' ' l . ./ .. ... / .. . , /, . , /, . , /, . , /; ... /, ... /, ... • 290.27 FS / .. . , / , . .. / .. .L-,.._- -· .. . -.~-;;':°200-40 FS ...... 111111 ... '---291.90TW ~-290.24 TG ~---290.40 FS ~~~~-291.90 TW 0 11 AS APPROVED FOR PLANT!NC: I !Jf,?l(' IT I() i\T J. ~ I, • , I .. l. L , \J I '" ,-' L l' 1·1 I '' r' -\i \. I • l \J ' T ul'E('[-:" r 1, . , •. t., KL l --·-............................. . E l.OC'ATION Of,' 'f"I. 1 ~''"Ii(-, .J •.• l "i I l \ r i 4 8 BUILT 11 59 1 6 --· .. , ..... ····-· ~---. -----·-··-1-·· ------·-· ·--~-·-··"··-- ! .!... •• ' --+---···" -· --·· A VIARA PLANNING AREA 12 " "' '. 89-39A 350-9L \ ' ' ' ' ' • ' \ I ' ' . ' i ' ' ' • ' • • ' i ' • WOOD FENCE TYP. \ \ i\ . ... ,/ I . ' ' \ \ ~---~----·--·~-.. -~-..... -------· -.. ··----... ' • I I ' I I I • I ' I I I ' • J T --:,. .. ,. 9'·5" CONSTRUCTION LEGEND CL CENTERLINE EQ. EQUAL PA PLANTING AREA PL PROPERTY LINE EXPANSION JOINT EXPANSION JOINT WITH JOINT SEALANT R [IJ SCORE JOINT ALIGN WITH ADJACENT SURFACE RADIUS SHOVEL CUT HEADER FIRE HYDRANT (SEE CIVIL ENGINEER'S PLAN) STREET LIGHT (SEE ELECTRICAL ENGINEER'S PLAN) RETAINING WALL (SEE CIVIL ENGINEER'S PLAN) ELECTRICAL TRANSFORMER ELECTRICAL HANDHOLE EXISTING WALL PERIMETER WALL WROUGHT IRON FENCE WROUGHT IRON FENCE ON RETAINING WALL WOOD FENCE WOOD FENCE ON RETAINING WALL MAIL BOX \ 9'-5'' 9'-5" SCOR ELIN E-HANDTOOLED (TYP. OF WALK) EXP. JOINT-NON SEALANT (TYP. OF WALK) NOTES SEE SHEETS SEE SHEETS SEE SHEETS 1 0 1 1 · 1 5 1 6 · 1 7 FOR FOR FOR WROUGHT IRON FENCE r } ... \ . FINISH SCHEDULE CONSTRUCTION DETAILS CONSTRUCTION SPEC'S. (.. 96,059 PROJECT 21 OCT 96 D.O,TE BA O~.o.WN \ \ NOTE: EXP. JOINT W/ SEALANT (TYP. OF POOL DECK) SEATWALL (TYP.) SCORELI NE-SAWCUT (TYP. OF POOL DECK) .. , -~ _.,. ' ,..., .,..-. ,, _,-r ., .. ~ ,,;" .~ ,; #., BARBEOUE . ., _,-r I . I I THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY PORTION OF THE PROJECT DESIGNED BY OTHER CONSULTANTS. THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR GRADES AND ELEVATIONS AS THEY APPLY TO AESTHETICS ONLY AND 18 NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE FOOTINGS OR WALLS. 28 JAN 97 2nd Submillal 2$ FeltiUYE eLAN 31 MAR 97 3m Subminal l'fll>IT OAT~ I AE:\/"SIOflS : ; ... , ... , ... , ··-··-· .... -· ··-·;·· ------------j__ ' ·--·· I ··---·--·-·---..... ~------!.------·---···-"-- ••• "T""-'"" • "' •+ -·---'---. ····-··"··--.i...-, ·----· 1', I I., . ' ' ·+···· POOL/SPA COPING SEATWALL WALL END DETAIL (TY P.) APPRO\ED FOR PLA\TING \\D IRRIC:,\T!ON ONLY. !NCLUD!NC: LOCATION OF' I I r ' ""··----·-·--·····-'-··-. PREC'I:::E PLANTli\C DEEP POUR EDGE POOL/SPA COPING 0 4 8 11 AS BUILT 11 ------···----·--.... ···---·-·· ... , ... -~ .. --·---~-·--. ··-··--" ···--·-"·-··--------- 1 6 AVIARA PLANNING AREA 12 h-H---. ---.,. ---------,. i--1F--'7: - l . --· r ·-·--·--............ -r····· ·······--··· ---·--.. --·-- -··--· .... , .. • i r CT 89-39A 350-9L \ \ \ \ \ \ ~\ (' PERIMETER WALL TO MATCH EXISTING AVIARA COMMUNITY WALL " cl ,) \ I ;_\ (' " \ I \ I I I I I I \ ' ' I ' I ' I ' \ I I I ' I ' ' ENTRY MON MENT SIGN LOW PILASTER (TYP) I r I I I I 1/ 1/ 1/ 1/ 1/ / ::::-------~ l ~ ~ ~ 1a''N"~ ' 0 ~} ' \ . I I 10•,o" -- \ ' \· \\ . \ \ ' . \ \ ' . ' . ~ . -' - s·ENTEX Box (~S TOR ACCESS) PAVER EDGE (TYP.) ~ ~ ~ WALL WITH PILASTER SCORELINE•HANDTOOLED (TYP.) CONCRETE INTERLOCKING PAVERS (TYP.) EXPANSION JOINT (TYP.) NOTES: $EE SHEETS SEE SHEETS SEE SHEETS 1 0 1 1 • 1 S 1 6 • 1 7 FOR FINISH SCHEDULE FOR CONSTRUCTION DETAILS FOR CONSTRUCTION SPEC'S. 96.059 28 JAN 97 2nd Submittal =-~= "°'"' 21 OCT 96 31 MAR 97 3rd Submittal DAr~ BA DRAWfl PRINTOA TE I AEYIS,ONS / f , , I , I f I I l ., ,' I I I f I , f f f f I I f f r I "KNOX BOX" LOCATION NOTE: CONSTRUCTION LEGEND CL EQ. PA PL A [Z [I] CENTERLINE EQUAL PLANTING AREA PROPERTY LINE EXPANSION JOINT EXPANSION JOINT WITH JOINT SEALANT SCORE JOINT ALIGN WITH ADJACENT SURFACE RADIUS SHOVEL CUT HEADER FIRE HYDRANT (SEE CIVIL ENGINEER'S PLAN) STREET LIGHT (SEE ELECTRICAL ENGINEER'S PLAN) RETAINING WALL (SEE CIVIL ENGINEER'S PLAN) ELECTRICAL TRANSFORMER ELECTRICAL HANDHOLE EXISTING WALL PERIMETER WALL WROUGHT IRON FENCE WROUGHT IRON FENCE ON RETAINING WALL WOOD FENCE WOOD FENCE ON RETAINING WALL THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY PORTION OF THE PROJECT DESIGNED BY OTHER CONSULTANTS. THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR GRADES AND ELEVATIONS AS THEY APPLY TO AESTHETICS ONLY AND IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE FOOTINGS OR WALLS. (FOR EMERGENCY VEHCLE ACCESS) ~ APPROVED FOR PLANTING A\JD IRRIGATION ONLY, INCLUDIKG PRECISE LOCATION OF PLANTIKG AREAS 0 4 8 BUILT" 'lLA ____ ~XP, __ _ REVIEWED BY: INSPECTJR 1 6 DATE DATE 1---+----+--------------+----+----l------l---..j I s~ET I CIT ~L AN?r ~ o£bT~~ SB AD LJTI ~====-..'.::==========--=~ LANDSCAPE CONSTRJCTIDN PLA~S FOR: DATE INIT:AL ,,,,,,,,,,.,1 "-'"'''""' '""'"""""""'"'___ ENG I NEE R OF WO RI< REVISION DESCRIPTION DATE INITIAL OTHER APPRC'IAL DATE INIT'AL CITY AFPRCVAL AVIARA PLANNING AREA 12 CARLSBAJ TRACT 89-39 APPROVED qf b-lf..q ASSISTANT PLA D11'.T OWN BY: PROJECT NO. DRAWING NO, CHKD BY: CT 89-39A 350-9L RVWO BY: EXISTING AVIARA COMMUNITY WALL / / / \ \ \ / / -0 WOOD FENCE ON \12 RETAINING WALL (TYP.) ---I SH[ETS 5,20,33,34 SHEETS 7,22-37,38 SHEETS 6•21-35,36 MAP LOCATION IN. T.S.) EB ' ' ti,~ I <t 'Si t. J. -------- PAVER EDGE (TYP ) ~·· ' ' / -/ ' . MATCHLINE-SEE SHEET 4 ® x/ I "' ' ' ' ';: ' -·! ' ' f • • -. • • • • • • • • • • • • • • • , • • • • • • • I •• • ••• ; • 1· ~--................. • .. • ..... II ••• ■•■■■■■■■■■■• U ■ -~ ■ ■ ■, NOTES: SEE SHEETS SEE SHEETS SEE SHEET$ 1 0 1 1 • 1 5 1 6 • 1 7 FOR FOR FOR 8 ~· ENTRY SEATWALL BENCH (2) CONCFlETE STEPPERS "'; '·0" ti / • I {_:. " ' ' I I -, • f -'v ~ "'\; ' l.?. YI. "'6. , tf .: -... -_.;;. ".""; ,' ' :½'/ \_ '. !,;;<111..~%. t i i:~ _'1-, 1., .,, _..,,-o: -R 9'-21 -'~ • • .V-0" NOTE: THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY PORTION OF THE PROJECT DESIGNED BY OTHER CONSULTANTS. THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR GRADES AND ELEVATIONS AS THEY APPLY TO AESTHETICS ONLY AND IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE FOOTINGS OR WALLS. NOTE: FOR FRONT WALK, PORCH, AND DRIVE LAYOUT AND FINISHES, REFER TO TYPICAL WALK AND DRIVE LAYOUTS (SHEET 9) SCORELINE-HANDTOOLED (TYP.) WOOD GATE (TYP.) ' • • ' • ' • ' • "·=',½-"; -7 ___ .. 'p ,_; ',, L--I C' \': ::: -, C) J! I l . ' ~-··s·' 'E E ws✓ .. -_E.T 8 ••••••••• •·: I =--~ H1 ••••••••• I· ~.~1:~r:.~~} ....... ••·····1 ••• \ -·) L---.~· \_ ,I \;_:,-·--'i L---, I :-----]'I, _ _:_ -' I 11 !, L •--J \ '.O\ . : __ \-_/ h_' '•]. I. ,1 L---A 1\ r >> I •• ~n '~ ( c-: J-~ •~ - -, (-:I ~: :::_.::·_~ '::.: J • i', ~: • I, ----,- ------·--' ------ -----1 CONSTRUCTION LEGEND CL EQ PA PL R -- CENTERLINE EQUAL PLANTING AREA PROPERTY LINE EXPANSION JOINT EXPANSION JOINT WITH JOINT SEALANT SCORE JOINT ALtGN WITH ADJACENT SURFACE RADIUS SHOVEL CUT HEADER FIRE HYDRANT (SEE CIVIL ENGINEER'S PLAN) STREET LIGHT (SEE ELECTRICAL ENGINEER'S PLAN) RETAINING WALL (SEE CIVIL ENGINEER'S PLAN) ELECTRICAL TRANSFORMER ELECTRICAL HANDHOLE EXISTING WALL PERIMETER WALL WROUGHT IRON FENCE WROUGHT IRON FENCE ON RETAINING WALL WOOD FENCE WOOD FENCE ON RETAINING WALL MAIL BOX DRIVEWAY LOCATION 3<S' l i' CONCRETE INTERLOCKING G I ,. --------\ i • • ' -----1--------- (BY ENGINEER TYP.) WROUGHT IRON FENCE ON RETAINING WALL (TYP.) WOOD FENCE (TYP,) FINISH SCHEDULE CONSTRUCTION DET~ILS CONSTRUCTION SP~c·s 96,059 PAWECY 21 o·6"r·g6 DAT£ BA DRAWN PAYERS 28 JAN 97 2nd Submittal 28 Feb 97 WE PLAN 31 MAR 97 3rd Submittal PRINT DATE' ;rnstO~S -1 --1 1 =--...-.... PILASTER (TYP.) --------------j- PRINT DJ. f[ :AC:VISIONS ' -__,ii.,, / i, ' 1-----i ,- -· .--- CID -' - ~ ',I· I '\'l - 'ro 0 r i -C ,-q ' i J ' ' ; ' . . ' .. -·· S'-0" , .J • ' !.._ ... --I=- ' ' . - I ' () ~ ::i: 'r'" I -~z APPl/0\'ED FOR PLAN'Tl''iG ,\ \D TRfifC:\Tlll~, OiJLY . f\CLl.'1l!NG PRECf~:E LOC \TJO\! OF PLAf,Tf'1G ARE:\S • I SHOVEL CUT HEADER (TYP.) 0 1 0 2 0 4 0 --L--------CITY OF CARLSBAD 1 -+ -1 --l -+---~~ -t---- i i -___ , i I . ----·-· -· --1--··-·-··· ------+--- L 5 -~ I : ,\I-l:_ 1 i ' A VI ARA :, 43 __ I l _____ _ PLANNING AREA 12 I ', CT 89-39A 350-9L ---------------·-----------------· _______________________________________________________________________________________ ...;_ ________ ...J G CONCRETE INTERLOCKING PAVING TYP. 1 1 PAVER EDGE TYP. A SHOVEL CUT HEADER 12 (Ty p.) EE: CONCRETE STEPS (TYP.) DRIVEWAY LOCATION ---~(BY ENGINEER TYP.) I I - I I I I l • I I I I I I ,- I I I I I I -------~ ---- I ' -" NOTE: THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY PORTION OF THE PROJECT DESIGNED BY OTHER CONSULTANTS. THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR GRADES AND ELEVATIONS AS THEY APPLY TO AESTHETICS ONLY AND IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE FOOTINGS OR WALLS. NOTE: FOR FRONT WALK, PORCH, AND DRIVE LAYOUT AND FINISHES, REFER TO TYPICAL WALK AND DRIVE LAYOUTS (SHEET 9) SCORELINE-HANDTOOLED (TYP.) @ 1 _,.--------·" ----- --,-·: Cl,); . , : ;,i-,1--, 'I..- "' SIDEWALK BY ENGINEER TYP.) -------\-- -9 "'~i-. V, '' "" • ,, ····---.. -' ---- I I I I I 6 ---·---' ' ' e., ' ,: '< -;( ~::::::--/- :· · DR Iv E w A Y L de AT Io N -ji:::-._ --.J..-~7 r-t?.;~--:--;·· -..__~;, . (BY ENGINEE~:~O µ ~·;) ~:, ~---~ -----_ _,,,_ : c.-,,,--11 '\ \ - " $, . ~ i:: {$-,'(),, -<",;, , 1?• --, " ~ "x¼=.fP'"' -le .. 1o ... . . . : . . ' P6 . · PILASTER (TYP ) \ • 2.~•-Q" ,i•,t' \ • \ • 6'0, /' ( ' ,, ' \ ' \ \ . \ ' \ . \ D 1 2 WOOD FENCE[ (TYP.) @ H 12 r~~/~,+~~~T;Ay7lVpiE~~1__E_E~D'.'::G~E~S~C:'.__'O~R_11I N'l_Gt;____ __ _'-=_=_,.1\~'--=:::::':::-::::::::!_ ___ t5ca4-__ _:____:___~~~==:::;i~+-7· -g 6) --:-: ~ I '-. /'----~ l -'$! -----• WOOD FENCE ON RETAINING WALL 8' 0 S'-0" u, ·-.·r~~:: I -,-,~ I I I • RETAINING WALL (BY ENGINEER •~----c,=~-------~-------1 TYP.) I I ll====""s-, "" / -------\ /. \ r· I -'C'----:. . ,::-,,,,-: ------. -· , I -·-· I °'-_.,,.--·-:· -/.' , ----. ' ::::, -~ • -1 • -.: o••"-a. ••, , • \ . . .. ---I -WROUGHT IRON FENCE rJ::\ NOTES: (TYP.) Qv SEE SHEETS 10 FOR FINISH SCHEDULE SEE SHEETS 11-15 FOR CONSTRUCTION DETAILS SEE SHEETS 16-17 FOR CONSTRUCTION SPEC'S. BA C,R~WN (TYP.) WROUGHT IRON FENCE: ON RETAINING WALL (TYP.) 28 JAN 97 2nd Submillal 28 F~b 97 WF PLAN 31 MAR 97 3rd Submlltal PRINT DAT( 1 REVISICINS G 1 2 ----+-- L_ ______ --·---~--------- : ' 1 2 --~18•9'8.J.~ -·---f ' --·------------•--------, --- ' ---------. + ·---- i . ----t -L-- I CONSTRUCTION LEGEND PA PL R C □ -=--- CENTERLINE EQUAL PLANTING AREA PROPERTY LINE EXPANSION JOINT EXPANSION JOINT WITH JOINT SEAL.A NT SCORE JOINT ALIGN WITH ADJACENT SURFACE RADIUS SHOVEL CUT HEADER FIRE HYDRANT (SEE CIVIL ENGINEER'S PLAN) STREET LIGHT (SEE ELECTRICAL ENGINEER'S PLAN) RETAINING WALL (SEE CIVIL ENGINEER'S PLAN) ELECTRICAL TRANSFORMER ELECTRICAL HANDHOLE EXISTING WALL PERIMETER WALL WROUGHT IRON FENCE WROUGHT IRON FENCE ON RETAINING WALL WOOD FENCE WOOD FENCE ON RETAINING WALL MAIL BOX SHEETS 5,20,33,34 MAP LOCATION !N. T.S. l ~ 0 1 0 2 0 4 0 BUILT 11 U/ 11/ tt, . _IL ,1tff ----------------. r ' -,-- 6 CITY,."?f '~-~~~SBAD 1. 43 , ___ ------r----~---- , I ' A VIA RA PLANNING AREA 12 CT 89-39A 350-9L t~I ' ' CONSTRUCTION LEGEND SHEETS S,20,33,34 SHEETS 7.22,37,38 SHEETS 8,23,39,40 SI-IEETS 6,21,35,36 MAP LOCATION (N. T.S. I EB NOTE: CL CENTERLINE EQ. EQUAL PA PL R PLANTING AREA PROPERTY LINE !EXPANSION JOINT EXPANSION JOINT WITH JOINT SEALANT SCORE JOINT ALIGN WITH ADJACENT SURFACE RADIUS SHOVEL CUT HEADER FIRE HYDRANT (SEE CIVIL ENGINEER'S PLAN) STREET LIGHT (SEE ELECTRICAL IENGINIEER'S PLAN) RETAINING WALL (SEE CIVIL ENGINEER'S PLAN) ELECTRICAL TRANSFORMER ELECTRICAL HANDHOLE EXISTING WALL F'ERIMETER WALL WROUGHT IRON FENCE WROUGHT IRON FENCE ON RETAINING WALL WOOD FENCE WOOD FENCE ON RETAINING WALL E]I IMAIL BOX THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY PORTION OF THE PROJECT DESIGNED BY OTHER CONSULTANTS. THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR GRADES AND ELEVATIONS AS THEY APPLY TO AESTHETICS ONLY AND IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE FOOTINGS OR WALLS. NOTE: FOR FRONT WALK, PORCH, AND DRIVE LAYOUT AND FINISHES, REFER TO TYPICAL WALK AND DRIVE LAYOUTS (SHEET 9) WOOD FENCE ON RETAINING WALL (TYP ) / / H 1 1 PAVER EDGE SCORING (TYP.) CONCRETE INTERLOCKING PAVING (TYP.) PAVER EDGE (TYP.) / / I I I EXISTING WALL (TYP.) 96.059 PROJECT 2_LQCl96 001E BA : OAAW~ / 28 JAN 97 2nd Submittal M~WfPWL_ 31 MAR 97 3rd Subrrittal Pn!Nl DAIL, flEVISI0~5 I NOTES: SEE SHEETSFOR SEE SHEETSFOR SEE SHEETSFOA I'll NI U~l0 IAE\11SIOHS 1 0 1 1 · 1 5 1 6 • 1 7 I / ,-,\/_ '~·-a.1Sf • 0 • r· FINISH SCHEDULE CONSTRUCTION DETAILS CONSTRUCTION SPEC'S. , l~:) ,' V"'' , \. ' . </'"•\ /\,--, ·- WOOD GATE (TYF'.) 12 • • • • • • • • • • .... .... ...... -~-----r~~~'l::-=F-e:::c ./ SHOVEL CUT HEADER (TYP ) DRIVEWAY LOCATION (BY ENGINEER TYP.) SIDEWALK BY ENGINEER TYP.) CONCRETE STEPS TYP. APPROVRD FOR PLANTING ,U~ll [Rl\IGATION ONLY. INCLUDING PRECISE LOC;\ TION OF PLANTING AIU:AS ' ~ 0 1 0 2 0 4 0 //As Bu I LT I/ 4 ,J . _IJ/1.~--- 'Z 135 ___ t \ c". _J/t1[-t1__ oO H • ~ ntlF 43 . 11 ,\[F)<"J•,~r-::: l_i_;fl'_-. RIJC 1 .UI PL_A\)c_:, ,::(~iF;·: A VIARA PLANNING AREA 12 +------------ -~---·. -----, -· • ...l A 1 2 / CONSTRUCTION LEGEND CL EO. PA PL R • -· ,:-;,----·----·, ' CJ CENTERLINE EQUAL PLANTING AREA PROPERTY LINE EXPANSION JOINT EXPANSION JOINT WITH JOINT SEALANT SCORE JOINT ALIGN WITH ADJACENT SURFACE RADIUS SHOVEL CUT HEADER FIRE HYDRANT (SEE CIVIL ENGINEER'S PLAN) STREET LIGHT (SEE ELECTRICAL ENGINEER'S PLAN) RETAINING WALL (SEE CIVIL ENGINEER'S PLAN) ELECTRICAL TRANSFORMER ELECTRICAL HANDHOLE EXISTING WALL PERIMETER WALL WROUGHT IRON FENCE WROUGHT IRON FENCE ON RETAINING WALL WOOD FENCE WOOD FENCE ON RETAINING WALL MAIL BOX SHOVEL CUT HEADER TYP. DRIVEWAY LOCATION (BY ENGINEER TYP.) SIDEWALK BY ENGINEER TYP .) PS ~ / / / / / --1NE-SEE MA H , I I ,J \ ' ' -, '· , I \ ___ ---' ' i ) I ,_ ,, I • ,-, r,. - s NOTE: THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY PORTION OF THE PROJECT DESIGNED BY OTHER CONSULTANTS. THE LANDSCAPE ARCHITECT IS RESPONSIBLE FOR GRADES AND ELEVATIONS AS THEY APPLY TO AESTHETICS ONLY AND IS NOT RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE FOOTINGS OR WALLS. NOTE: FOR FRONT WALK, PORCH, AND DRIVE LAYOUT AND FINISHES, REFER TO TYPICAL WALK AND DRIVE LAYOUTS (SHEET 9) B 1 1 ~-" · . . •, r-, SCORELINE-HANDTOOLED TYP. . . ' -:~:+:,: '-,:_ ~~-.. . . I ,~----~ f ' _,, ---' 0,__ "' -~ .S• t-\ . ·- NOTES: SEE SHEETS SEE SHEETS SEE SHEETS P1 , a -0• "' I.,...;; 1 1 .. 1 5 1 6 · 1 7 FOR FOR FOR . -.. ' -· _,,,-:;; // ./ 0~, .. '' RETAINING WALL BY ENGINEER TYP.) FiNISH SCHEDULE CONSTRUCTION DETAILS CONSTRUCTION SPEC'S /4 . er , , • • • .I 'O ...... _____ _ WROUGHT IRON FENCE ON RETAINING WALL (TYP.) ' ·-------------- WOOD FENCE ON RETAINING WALL (TYP.) SHEETS 5,20,33,34 G SHEETS 7,22,37,3~ 1 2 PILASTER (TYP.) H T 1 2 SHEETS 8,23,39,40 SHEETS 6,21,35,36 ---------I MAP l. OC AT I ON I N. T. S, I • I i . t WROUGHT IRON FENCE (TYP.) i + PAVER EDGE SCORING (TYP.) CONCRETE INTERLOCKING PAVING TYP. " 0-" PAVER EDGE (TYP.) WOOD FENCE TYP. B 1 2 CONCRETE STEPS (TYP.) APPROVE] FOR PLANTI\JC ;\~D IRRIGAT!Ol\ ONLY l\JC'LUDl\/G PRECTSE LOC'.\ TIO\ 0 F PL:\ \JTI 0: C- A REAS 0 1 0 2 0 BU I LT 11 1/fl{ff__ G 11 ~ 4 0 ---f-·-·--·---: ' 8 CITY OF CARLSBAD 1 43 ! ·-·-··+ ---,--.. --.. ----t---·---------t----------1-------- 1 I 1-------~-------- -----------------------.! -----. -·· . :. --- _______ J ---, ! AV IARA PLANNING AREA 12 ----t-----+------ -----'----+------------··--·····-.. -- 96.059 28 JAN 97 2nd Submittal 28 Feb 97 Wf_PLAN _ 31 MAR 97 3rd Submittal PRINT DAT[ I R[',ilSIONS rrum DATE IH~VISIC-NS +-- I i, : C c I. "\ t ' l-- ---------_j I - I ',\ : I ',j ' T I ,\ I . -;1, t::: CT 89-39A 350-9L ---------------·--·---------------------------------------------------------------·-------- ' I FINISH SCHEDULE SYMBOL DETAIL DESCRIPTION --------- p; SHT 9 CONCR£TE WALK P2 SHT 9 CONCRETE PORCH & WALK PLAN lA, JC, JD, & ALL PLAN 3 P3 SHT 9 CON:R ETE PORCH & WALK PLAN 1B,2A,2B & 2C P4 Fill CONCRETE STEPS PS A,B&C/11 COURT DRIVEWAYS P6 Gil 1 COMMON COURT DRIVEWAYS P7 H/11 CONCRETE PAVER EDGE PB G/11 INTERLOCKING PAVERS P9 G/12 RETAINING WALL W/ W.I. FENCE (PER AVIARA STD DETAIL) PIO PER I METER COMMUNITI WALL (PER AVIARA STD OcTAIL) P 11 COMMUNITI STANDARD PILASTER (PER AVIARA STD DETAIL) Pl2 F/12 W.I. FENCE -PERIMETER AND POOL Pl3 REAR AND SIDEYARD RETAINING WALL (BY ENGINEER) Pl4 B&C/12 WOOD FENCE PIS 0112 WOOD GATE Pl6 CONCRETE STEPPERS Pl? A/13 ENTRY SEAT WALL P18 A/13 CONCRETE WALL CAP PJ9 BENCH P20 A.C. PAVING P21 CONCRETE SIDEWALK P22 CONC. CURB AND GUTTER El A/14 W.I. VEHICULAR ENTRY GATE E2 A/14 WI. PEDESTRIAN ENTRY GATE E3 A/14 PROJECT ENTRY WALL WITH PILASTER E4 D/14 PROJECT ENTRY Pl LASTER CAP FINISH AND TEXTURE REMARKS ··-·----_ ,,,,_ -,,_,,, •. ·---c-··. ,--------·-=----"=-~ ... , .... ,, ______ IMEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND" WITH HANO TOOLED JOINTS AS SHOWN ON PLAN AND ACID WASH FINISH. INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND". 6' HAND TOOLED BANDS WITH LIGHT BROOM FINISH. FIELD MEDIUM ACID WASH FINISH (SEE PLAN rOR LAYOUT). INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SANO'. 6' HAND TOOLED BANOS WITH LIGHT BROOM FINISH. FIELD MEDIUM ACID WASH FINISH WITH SAWCUT JOINTS (SEE PLAN FOR LAYOUT) 12' WIDE INTEGRAL COLOR CONCRETE STEPS SCOFIELD 'COACHELLA SAND" WITH MEDIUM ACID WASH FINISH INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND'. 6' HAND TOOLED BANDS WITH LIGHT BROOM FINISH FIELD MEDIUM ACID WASH FINISH WITH SAWCUT JOINTS (SEE PLAN FOR LAYC ,T) CONCRETE INTERLOCKING PAYERS BY 'ACKERSTONE' -'APPIAN STONE' STILE, 'OAK CREEK' COLOR BLEND (SEE PLAN FOR LAYOUT) INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND" WITH HANO TOOLED JOINTS AS SHOWN ON PLAN AND ACID WASH FINISH. CONCRETE INTERLOCKING PAYERS BY 'ACKERSTONE' -'APPIAN STONE' STILE, 'OAK CREEK' COLOR BLEND (SEE PLAN FOR LAYOUT) RETAINING WALL (BY ENGINEER) EXPO STUCCO #23 COLOR PAINTED OVER WITH FRAZEE #5362M W.I. PAINT COLOR: FRAZEE #5525 STUCCO WALL: EXPO STUCCO #23 COLOR PAINTED OVER WITH FRAZEE #5362M. STUCCO PILASTER EXPO STUCCO #23 COLOR PAINTED OVER WITH FRAZEE #5362M. W.I. PAINT COLOR FRAZEE #5525N INTEGRAL COLOR CONCRETE BLOCK WALL COLOR TO BE SELECTED BY LA PAINT COLOR FRAZEE: 7730W PAINT COLOR FRAZEE: 7730W INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND" WITH ACID WASH FINISH (SEE PLAN FOR LAYO UT) CONCRETE BLOCK WALL WITH STUCCO FINISH COLOR TO BE SELECTED BY LA P.I P INTEGRAL COLOR CONCRETE WALL CAP SCOFIELD 'COACHELLA SANO' WITH ACID WASH FINISH DUMOR BENCH MOD,L #58-50 WITH BLACK FINISH ON CONCRETE BASE PER CIVIL ENGINEER'S PLAN PER CIVIL ENGINLER'S PLAN PER CIVIL ENGINEER'S PLAN PAINT COLOR: FRAZEE# 5525N PAINT COLOR FRAZEE# 5525N CONCRETE BLOCK WALL CONSTRUCTION W/ STUCCO FINISH. STUCCO COLOR: FRAZEE #7730W PRECAST INTEGRAL COLOR CONCRETE PILASTER CAP SCOFIELD 'COACHELLA SAND' WITH ACID WASH FINISH. PAYERS AVAILABLE THROUGH ACKERSTONE. CONTACT KEITH STEIGER (BOO) 258-2353. ALLOW 6 WEEKS FOR DELIVERY PAVERS AVAILABLE THROUGH ACKERSTONE. CONTACT KEITH STEIGER (BOO) 258-2353. ALLOW 6 WEEKS FOR DELIVERY FINISH COLORS PER AVIARA COMMUNITY STANDARDS FINISH COLORS PER AVIARA COMMUNITY STAN DAR OS FINISH COLORS PER AVIARA COMMUNITY STANDARDS FINISH COLORS PER AVIARA COMMUNITY STANDARDS AVAILABLE THROUGH THE WAKEFIELD COMPANY (714) 552-1130 ,()(:)i!;;;o0t· ·~c,p· ,,,Ji:1 ~C!1C:1 l' 00~-C\qjt-;i ~- 96.0li_9 _BA ~, . , Q ·) ,:, ~N-~,'_2nd $uD!llillal _11_MAR_ ~7 3rd Sub_r_nit1::.I f'l'lt./1 )Al' .. :RI VIH .. I•/; ES A&S/15 PROJECT ENTRY WALL CAP E6 B/15 SIGN SURROUND E7 A&B115 PROJECT LOGO E8 A/15 WROUGHT IRON ENTRY FEN2E E9 B&C/11 CONCRETE PAO FOR GATE MECH. EQUIP. ElO B&C/11 GATE CALL BOX CONCRETE PAD Ell E/14 ENTRY WALL AND Pl lASTER E 12 B&E/14 CONCii ETE WALL CAP Rl B/13 POOL/SPA COPING R2 A&0/11 POOL/SPA DECK R3 E/13 4' TRIANGLE TILE R4 4' TRIANGLE TILE RS 4' SQUARE TILE R6 1/4 ROUND TILE R7 I' BAR LINER TILE R8 8113 POOUSPA PLASTER R9 E/11 DEEP POUR CONCRETE EDGE RID N13 SEATWALL Rll A/13 SEATWALL CAP 0113 BARBEOUE ' f PRECAST INTEGRAL COLOR CONCRETE WALL CAP SCOFIELD 'COACHELLA SAND' WITH ACID WASH FINISH. PRECAST INTEGRAL COLOR CONCRETE SIGN SURROUND SCOFIELD 'COACHELLA SAND' WITH ACID WASH FINISH COLOR TO BE SELECTED PROJECT LOGO BY OWNER LOGO BACKGROUND -"STRATA GREEN' SLATE BUTT JOINTED W.I. PAINT COLOR FRAZEE #5525N NATURAL COLOR CONCRETE WI BROOM FINISH NATURAL COLOR CONCRETE W/ BROOM FINISH CONCRETE BLOCK WALL CONSTRUCTION W/ STUCCO FINISH. STUCCO COLOR FRAZEE #7730W P.I P. INTEGRAL COLOR CONCRETE WALL CAP SCOFIELD 'COACHELLA SAND' WITH ACID WASH FINISH, INTEGRAL COLOR CONCRETE (SCOFIELD SERIES 20 COLOR). MEDIUM ACID WASH FINISH WITH SAWCUT JOINTS (SEE PLAN FOR LAYOUT). INTEGRAL COLOR CONCRETE (SCOFIELD SERIES 20 COLOR). 8' HAND TOOLED BANOS WITH LIGHT BROOM FINISH. FIELD MEDIUM ACID WASH FINISH WITH SAWCUT JOINTS (SEE PLAN FOR LAYOUT) MCINTYRE TILE '4 TRI" FRENCH GREEN COLOR MCINTYRE TILE '4 TRI' DELTA BLUE COLOR M:INTYRE TILE 4" SQUARE DELTA BLUE COLOR MCINTYRE TILE l" 1/4 ROUND DEL TA BLUE COLOR MCINTYRE TILE l" BAR LINER DELTA BLUE COLOR. COLOR WHITE INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND'. MEDIUM ACID WASH FINISH WITH SAWCUT JOINTS (SEE PLAN FOR LAYOUT). CONCRETE BLOCK WALL WITH STUCCO FINISH. COLOR FRAZEE #7770W. INTEGRAL COLOR CONCRETE SCOFIELD 'COACHELLA SAND'. MEDIUM ACID WASH FINISH WITH SAWCUT JOINTS (SEE PLAN FOR LAYOUT). 'TURBO' BARBEQUE (3 BURNER) WITH PORCELAIN CAST IRON GRILL. -\1'1'1<11\ 1'.l) I'll/ l'l.\\ll\i; \\L llililC:\II0\ 0\ ,1 J\1' 1. 111\l; l'lil<l'l~'I 10( -llJ,;\ ill l'l,\\'I' \1; \ I ' I . ' ' , , 01, 1 'I ~I 1 0 I." AVAILABLE THROUGH EUROCAL (619) 551-9951 AVAILABLE THROUGH WALKER ZANGER (714) 546-3671 ALLOW 8 WEEKS FOR DELIVERY. AVAILABLE THROUGH: WALKER ZANGER (714) 546-3671 ALLOW 8 WEEKS FDR DELIVERY. AVAILABLE THROUGH: WALKER ZANG ER (714) 546-3671 ALLOW 8 WEEKS FOR DELIVERY AVAi LAB LE TH ROUGH: WALKER ZANGER (714) 546-3671 ALLOW 8 WEEKS FOR DELIVERY. AVAILABLE THROUGH WALKER ZANGER (714) 546-3671 ALLOW 8 WEEKS FOR DELIVERY AVAIIABLE THROUGH BARBEQUES GALORE (619) 571-2727 11 A S B LI I [_ ·1 '1 ' I CITY OF CARLSBAD ' I I, I '' a I ' I. 'I ' 43 A VI ARA 12 u ' LJj -. ~) \I) , .. /, n --' C '.,, LI " • ...J n Iii ~- ' ,I C: NOTES ¢y I 1 /8" SECTION SCORELINE • SAWCUT CONCRETE PA'✓INC (OE-;f---'~H Ar--JD REINFOrlC~MF::r ... T PE:::: SOILS REPOfff ru:coMMENUATION) COMf.'AC-ED SUB-BASE IF REDUIRElJ (SEE SOILS REPORT Fon RECOMMENDATION! C0,1F'ACTED SUBGRADE (SEE SOILS REPOciT Fon RECOMMENlJATION) SCORELINE -SAWCUT JOINT (A\ -------0_) w ' • 1:-] ilt· 1 1 i i;e,~···• •-I i I i r· -- -.~----~{ 1 I! I ' j DEEPENED EDGE SECTION I i NOTES· w CO,Vf"ACTFr; SUHC-iHAdE iS[f" SOil~_:; HEf)Orn IOR f-:E(;OMME:'JDATl()f\l) POur.:ru IN f-'LACE DtlP!::f'JEU COf\CTl!TF !-:LJCE CON:::HETE .=OOTIN1·1 .':; ZE, ::;TEEL Sl?i::-Ar'JU PU\CE\~EN- FW (:ONTF~:AC:TOJ"{ (~.,EE so L:.=! llrf'Of-fT =on f""i['.~'.UMMf Nf';ATIOt<) COMfJACTE:".J SI.Jll ;_lN~= IF -lFDl.llRH) U\' ~-;011 ::; m·11C::)-'J (f;EE ~.'.;'.)IL:-; HI f'OHT Fer; nr COl\1b1EN[),ti.TION'! DEEPENED EDGE ~ -------~ NOT ASSIGNED CD -------I .... ,.:.J 2..1 ... ' ... .. ---·---...:.....,.·· . 7 /4 ,, I' --1t~~ur-:i;liJ Pr~~ SECTION SCORE LINE • HAND TOOLED NOTES; .2J ..:J l.!.1 ~ 1,QNCRETE PA\/:NG 1DEPTH ANC RElt✓FORCEMENT PER SOILS F,EPORT RECOMMENCATION) COMf'ACTEU SUB-BASE F F,EOLIRED (S[E .SOIL,S REPORT =oil nECOMM~N:)ATION) corv1r~'\CT£D Sl,l~G:-1.D..JE 1,SEE SOILS REPORT "OR nECOlvMeN)ATION) 1/A" RAJIU5 ,1AX SCORELINE -HAND TOOLED JOINT ® ------8 NOTES w 11;.: .. I'. 1/T :OTFf-'I ~{DJ WiTH SLE[\/E ,;Ii::.· HfOU'HEU BY SOILS ~NGIN~f.H) (·c.:·\ ,\1.) :iJ C01KHf'1 E: SL[ PU.\r'J AND rn~:i-;H SCHCUUL[ 'Cf~ CO_OR . .:..N[) FINl::·.r; ].d.J :;oi\-lf'AC"'i::J; S.X-·UAS~ (-;~f.: :~:Oil.':; ll[.l'O:n FO::.; RE"C-:".JMM~lJ()AI 1'.)NJ w ,_:;l)UPAC"i:::l'·SUJC~.ADE ('.",[.[ ~;Cll'.O R~PORT FC)H 1;[COM1'/ENDt..TION} l.iJ Sl f~l.L ::_;1zc c. ~;L.6-CE/1/~NI BY CCNIHAGTOR (SEE S(j]U:l Rl::.l'O!lT roH H[CI:·,r/Mf=NIJh I ION::.;:, L.:J SECTION CONCRETE STEPS ~ -------~ IC-\ EXPANSION JOINT \ 11 / ..__ ___ _... ,..-------.... ( B j_ S C O R E~L~I ~N-=E~c---c----+------------", \.1_ 1 ) ( H A. N D T O O L E D ) l 1(-;-\ PA.VER EDGE t·i ;·7 . ····-------+------,-t-----· --~---·' I INTERLOCKING PA.VERS TYPICAL SCORiNG OF 18" CONCRETE PAVING BANDS N.T.S. PAVER EDGE SCORING ~ -------0 ' ,. ' . ' ~1~ o, 0 UJ' IJ.. w, L-1 r::r UJ 0 a. w a: -,--- NOTES; :°j) 1/,'." PADll~t,; SECTION [lj EXPA~SIC~ 101~'1 -USE "KOLD SEAL ZIP~ER STRIP" OR EOUAL i":i ·, STEEL ROD WI SLEEVE IF REOUl~E8 (ScE so;Ls HEPORT FOn SIZE F\ECCMMf'NUATION) ".!) COM 0 ACTED SUR,8ASE /SEE SOILS REPOP.T FOf1 RECOMME~DATION) I h I l,.:.J COMPACTED SUBGRADE (SEE SOILS REPOnT Fon RECOMMfJJI.OATICN) [,.2_] CC~CRETE-SEE PLAN AND FINIS~ SCHEDUU, FOP CO"OH A~D FINISH (DEPTH AND FEIFORCEMENT PER SOILS REPOHl HECOMMENDATIONi EXPANSION JOINT ~ ------& \ I SECTION NOTES [j) CONCRETE BANDING (SE[ De 1 AIL) Ill INTERLOCKING PAYERS -INSTALL >ER MANUFACTURER'S SPfCIFl(;ATIONS [1.) JOINTS FILLED WITH SHARP. NORMAL WEIGHT, WASHED CONCRETE SAND [l) SHARP. NOR•,<AI WFIGHl WASHED CONC~ETE SAND -1' DECTH W CO~CREE CURB AND GUTTER· SFF CIV L DRAWINGS [§) COMPACTED SUB-GRADE -(SE[ SOILS t~~PO~T FOR RFC::DMMFl'-.[!A-IONS.1 w AGGREGATE. BASl ,:SFf 30ll S RFPORT FOR RECOMME:\l)ATION~;) [ill 6'"X 6'" PAVFR @) o•x 9" PAVER I 11 I\ I INTERLOCKING PAVERS ~ ------~ 96.059 ~f\-~H-_1_~.1 .9.~T 96 u~,1 BA ---·--· ·---·--[)P.AWls .28 .JAN 97 2nd SubmiJlal 31 MAR 97 3rd Subtrdital ' . I"' CJJ, 0 _J: LL ~ o: I-t) fJ), c:::: w w!o::.. l.!) Cl.. U) (.i); w I CL ' ! ~ 21 21 ,i_l 21 SECTION CONCRETE PAVING (DEPTH AND 9EINFOPCEMENT PER SOILS REPORT RECOMMEl'-[JATION; 7/4" RADIUS :cw DEEP READ OF JOINT SEALANT OVER 8ACKEF. f10[) (COLOR TO MAT Ch CONCRETE) clACKER ROD· ()IPECTLY SHOW SEALANT EXFAN$10N JOINT -USE "KOLD SEAL ZIPPER ST.91P" on EQUAL STEEL ROlJ WI SLEEVE IF REOLJIRED (SEE SOILS REPORT FOP, SIZE RECOMMENDATIONS) COMPACTErJ SUB-BASE IF RECCIREO (SEE SOILS REPC>RT FOR RECOMMENDATIONS) COMPACTED SU[lGRP.OE (SEE SOILS REPOFH FOR RECOMMENDATIOf-CS) EXP. JOINT WITH SEALANT ® --------------1 D . ' . ' ' ' , , , , ,, , ' •, ' •, ' ' <<·>~--' •. . \ . ',. . ' . . ->>"<<·""":' ......... ' ' . . ' \ ' ' ', ', . ··>'·>· .. ·· <<< ·•, . ...:e·-·. ' . . '• '• ' . .. ' . '• . . . , , , ' , , ,' ,, . ', ' . ' •, •, ·. .',',·',",'·' ,,,.,,.,,,·,·, , ,.,,., .. ,,, , ... ,,,,, ...... ,.,,-r,,.,.,.-r-c,-,<- •·,·•·,·:. '•. •, . . .. ., :-::, ,· .. •, . . '' ... n~!~II1l,_11!i-,1 ii_ 1111:. liil Ii! I ! I! i Ii I SECTION NQTES IJ..l [j.J £..I 1/8" !IAD!l.lS -1 Yf·'ICI\L STEEL SIZE AN[I 0 LAC:tMeNl HY CONTf'ACTOR -Sff SDILS REPORT FUR r:: EC:)Mr>.1r M:•A TIQW.; CO"-JCn~ TE HANl)INn -'3 1/?'' MIN D(l'lH .'OF.~ soi· __ '.-'. f-<Ef-;OFn FOH f• ECO~/M~ Ni')A Tl(;f\.'";, Af"J,/AU-.NT 11/\\/.NC -'1/\l~;H (>f.0 ALt:. Of-COtJCHETE" :iAN[llf\JC TC Ht Pl I_JSH WITII ~lt,ISH Ci~(A~>r ()f .C..ll.lACENT f-'l1\1IN(; -l"Yl''i( ... :AI PAVER EDGE ® ------~H .\ I' I' I, 0 \ I< I l I DJ, I' I I \ I I \I: \ \) 11!1/I(: \ I 0\ ()\ I,) I \ ( i I I l I \ C I' I? I ;( i :: I ; I or \TIO\ Ill l'I, \\Tl\,; \ Ii 1: A> 1 1 / •• I ), i' :' ' I f,' ' ': ' : I f,' II As BIJILT 11 CITY OF CARLSBAD "13 " I , :' A VIA RA 12 : !-,"., . ' ~ 1 ·.:<' krt(j:. fl l'i 'I Ir ; . I CT 89~39 l.J 12} [2. ii.I [4 TURF SHRUB/GROUND COV[R BED FINISH CiRADE" SUB-GRADE ii ~-~ ____ : __ : __ ,, ___ _ _____ SH_O_V_EL_C_U_T_HE_A_D_ER ___ ('-~) 1' 8" l.:J-r·_ 1~~ ,-~ -···--".···· r 0 M[::1;:;::.J..,·~·--_·_··-... ! ,, f';1';<9li-J:;=;i.ll.j::;:;:,- " ,,,,,,,<::i;:;~ ,,,,, ,,,,, ', ',~~'"''-'''-'-I----, ,~,,,,,,,,,,, ,, , , , ,, ,, ~ , , , , ~ ,, SECTION PL.AN VIEW Or' CONCRETE BLOCK CAP CONFIGURATION NOTES 0 Ill w 16 X 8 X 16 CONCAEII;; COL.UMN BLOCK FlLL SOLID WITI-I Gl;CU'r CONCRE"TE; FOOTING SIZE, STEEL SIZE AND srRuCTURAL. PLACEMENT BY CONTRACTOR (SEE SOILS REPPHl FQA RECOMMENDATIONS) 8 X 6 X 7 2 CONGAE:IE BLOCK CAP STUCCO COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATIONS) w FINISH GRAPE (SEE SOILS REPORl F0f1 RECOMMENDATIONSj lLl STUCCO SCREED (TYP.) [!) 112" MORTAR CAOWN WITH SWCCO PILASTER H NOTES; -~.il :;: X .'I Rl:0W00lJ CA? ? X J Rf[)W()Ql) STRINGERS 1 X G C::OAfl FENCE BOARDS 4 X '1 RE:r;WOO[J POST @ 8'-(1" O.C (TYP ,I 1 X J REDWOOD PLANT ON COMPACT SUBGHAUE (SEE SOILS RE;PORT FOl1 RECOMMEN[)ATION) 0 CONCRETE C-QQTING SIZE BY CONTRACTOR (SlcE SOILS f1EPORT FOR RECOMMENDATION) NOTE: CONTRACTOR SHALL CONFIRM L.OCATION OF A~R YAR(.; ORAIN UNES PRICR TO EXCAVATING FCR FOOTINGS Ci] (~ I I Ill-161-------,_ -~ 4 ------j-t-- 0 , ,,,· ' lo _;) " ,_;j"J,1 SECTION ------i.!] {£.} 0 [2)---------ii 0- • ELEVATION WOOD FENCE ® ------B NOTES w 0 1.11 ls.I 1' SCI W I lUBtNG TOP ANO BOTTOM RAILS WELD TO POSTS 1/2" SQ. W.I. TUSING PICKETS @ 4" O.C SPACING WELD ALL CONECTIONS :.!' SO. W.1. f-lOST {8"··0" MAX. SPACING) CONCRETE FOOilNG SIZE, STl;El SIZE AND PLACEMENT BY CONTRAC'l"OR. (SE~ SOll.S H.EPORT FOR RECOMMENDATIONS) NOTE. CONTRACTOR SHALL CONFlr'lM LOCATION OF REAR YARD DRAIN L!Nl:S PRIOR TO EXCAVATING f"()A FOOTINGS COMPACIED SUBGRADE {SEE SOILS REPORT FOR AECOMMENDATION) (§) FINISH GR,'\OE (SEE GRADING ?LAN) [zJ 1/2" lfi0:',1 SPEAR #21'7 WB l"ii) CAST IRON KNUCKLE #251 [a} CAST IRON BALL CAP •PCB,2 GAST IRON ACCESSORIES AVAILABLE FROM JANSEN ORNAMENTAL SUPPLY CO.. 10925 SCHMIOT ROAD EL MQNTE. CALIFORNIA 91733 #(818) 442-on, • I "'' I W.I. FENCE SECTION F I _______ N_O_T_AS_S_IG_N_E_D -------,CD NQJ.ES: w :! X ,t ~{EDV\iOO!) -'.:AP Lil ? X .3 i',[DWOOD STR NGEf.=<:", UJ 1 x e cc:uA11 ~TNCE ooti.Rr.Y: (~ 4 X 4 IU'.:.OWOOD 1✓osT w I_B 12) @1!'-0"0C i:rYP) 1 X 3 ::rEJlWOOU i"LANT ON Rr.TAINl;\·C WALl., t-[[ CIVlc.. [NGINE.Efl.S Pl.AN:-i WOOD 1-'0~~T CO'll\ECTION TO :.:f-! WALL !W CClNHlAC.:loR A.I I AGHM[NT HARDWAF:E TO ell AP!~HOVED [J.'/ OWNEF-: SECTIQN I 4 1 I .. _J Cl) PLAN r::;;; :·:-",~·:·:·~'":-;:::::.::,.,.:.r.;:.~1 • i I I .L __ J~ Ii I I i ELEVATIQN I ., I :J W_O_O_D_F_E_NC_E_/R_E_TA_IN_IN_G_W_A_L_L_ -© NOTES [D 121 w @) Cf! ~ II II) C2:l [g li3I 11] ~ [ill 1"" SO. W,1. n.JBING TOP ANO BOTTOM RAILS. W~LD TO POSTS 1/r SO. W.I TUBING PICKETS@ 4-O.C. SPACING. WELD ALL CONECTlONS 2'' SO. W.I. posr (8'-0" MAX. SPACING) 1/2' IRON SPEAR 1#217 WB CAST IRON KNUCKl..E #251 CAST IRON BALI. CAP #PCB-2 CONCRETE BLOCK RETAINING WAL!.. SEE CIVIL ENGINEERS PLANS FOR FOOTING SIZE AND PLACEMENT. DRAINAGE AND WATERPROOFING 12· WIOE CONCRETE E:3LOCK CAP COMPACTEO SUBGAAOE (SEE SOILS REPORT FOR RECOMMENDATION) FINISH GRADE (SEE GRADING PLAN) POR ROCK OR EQUAL STUCCO SCREED (TYP.) POST DEPTH SY CONTRACTOR PILASTER (SEE DETAIL H. SHEET 12) CAST IRON ACCESSORIES AVAILABLE FROM: JANSEN ORNAMENTAL SUPP, Y CO. 10925 SCHMIOf ~OAD EL MONTE. CALIFORNIA 917J:J #(818) 442-02?1 a·-o-0 C. SPACING I [J -----[.:} ---{~ l..:J l,J :..:.J ·- ! .:J l.:J ["' ·(-;··, ... srn E. .~ l_J_'{fillQN NOT!;.;,; i) ! .:'.J 12.l I~ INST ALL L:)CK.A.OLE LATCH AN(") Sf:Lr CLOSING HINC.F.s ON HEAi l SIDE OF GATE;: At, ::,1-,owN :C:X4/\[DWOODCAP ·rf~IMf::NL':• ·u AL:,OW GATf. TO OPEN 2 X 3 REDWCX):-J FPAMINO ~ X 3 H~DWOOD r::-IACCNAL i3HACL ON Rt:AR SICE OF GATF TYPICAL POST ATTACHMENT I I I 1:.=~ r··. ,- 1 I ...... , ,,,_ ·--· 12.) I_B 1.:J l};J i . ' . I I ,---_--_____ ·· :::iri1--·-·-~1 ? r ' I w / I\ ~~~1-l !:lEAR_ ELEVATIQJ'j I X .:I ;::r::rrtJOO[) P'..ANT ON ' I /.B \ \1:i::) AU. Nl\;U•; & HAf·1DWAR~ .\-iHAU. HE: H()f ()lf>f''t:.D <:~ALVANIZED 12.1 Q ,o ~ -i.!j I ' j 1 -I.:;) !_:j ,., ~~ cc 0: > .,! "" c_; "'. <r,! Cl~ *~~ Iii I ' I ____ L_::r:-··----·-·-;, -' I \ I ' • I ' ' I • I I I I I I • -. 1 I I I . __ l. -1 W.I. FENCE/RETAINING WALL ------------.(§) 96.059 F"fflif"Cr 2.1 o'CT-96 c-~J~ " ', ' a".4' C:fj~i,i ?8 JAN. 97 2nd §vllmil!~! . 24 FEB .. 97 W &.J Submittal 31 MAq 97 3rd Submittal P·~,1,;._,'.'.10,iuV1,IO~s. . . ,\I' I' IUJ\ I I) I ) Ii I I. \:\I' I\ t: \>,/) li;l,l:;.1'['f;I\ (lNl,1 I rd. I 1. Iii \C 1'111:1 1: l,1)1.\ /'[Ii\ iJ[. '[,\\ l.i[\,; \ I/ j,' .'\ < ; ' ' ~ . . ' 1 2 H l J I I I 11 :, I ' CITY OF CARLSBAD A VIA RA PLANNING AREA 12 ·1«•,,i, ,.,"~~ wf-97 I , ,, [,. :350-9L ~---------------~-~------··' ,. ----~--~---~---------~--·----~-----------------------~--------------···-····-·-···---·---··-··-·-----.. ,-----------~ FRONT ELEVATION ENLARGEMENT OF TILE I I TOP OF WALL, SEE GRAD ING PLA~J FOR WALL HT 1' 6" SECTION NOTES: w 0 CI! CONCRETE WALL CAP CONCRETE BLOCK WALL BY CON,RACTOR CONCRETE FOOTING SIZE, STEEL SIZE AND PLACEMENT BY CONTRACTOR {SEE SOILS REPORT FOR RECOMMEN=JATION) COMPACTED SUBGRAUE SEE SOILS REPORT FOR RECOMMENDATION FINISH SURFAC~. SEE GRADING PLAN STUCCO SCREED (TYP.) FOR RETAINING WALL SITUATIONS REFER TO THE CIVIL ENGl"JEER S PLANS FOH FOOTING SIZE AND PLACEMENT DRAINAGE, AND WATERPROOFING DRAINAGE BY CIVIL ENGINEER (TO BE APPROVED BY OWNER) NQIE;, '1' 1 I .,.w I 'O~)l COPINC [1..J 11.:1·· rv11··.wJS TOf"1 ?, RCiTTotv1 ~ ;: if i· l Hf-1.\lf-OHCl::.rd~ NT Li 'y' ~-'O:")L CO~HHACTCI •, '.k.J U . .JhllTC UOJ\JD 8EM,;1 ',J,/, ':TEEL F;Ell'-JFOnCEt,r::NT l 1Y f-'C}OL. CONTRACTOH ·,I ',.,;,..) 11\. i· Sf-T II\ MOHTAH VJATEHPHC,OFlt\:G MEM3R4-~ 11ll f-1~1:, 111 e) C'.JNIHACTCW TO SllclMIT MEMHRANI TYf"'f" r·cr-. A~'~'i=-:DVAl SEE PLAN t:OF"\ \IV,DTH SECTION CON'T HACTCH Sh/1Ll AL I cw $1 O.JO ! sr· (MA 1 t:.Hlf,L ONLY) FOR THE POOL TILE (POOL TILE COLOR & l',\TTFC,N TO 8E SELECTED flv _N,n:'CAF·E AF1CHI.TECT) ~, GROUT COLOfl TO RF S[L[Ci t:.:) ~y LAN[·SCAF1E /<.RCHliEC;T SEATWALL (A\ ----------------------~ POOL/SPA COPING ~ ------~~ / __ PITCH ---► ---~ ,cm 1f ~ I i .--• __ j --:c:---~:~ --l2..l --------,,,=;-B~~ 11 I I:::~:::: 111 - SECTION NOTES; LI} zu~~N-4C)o TYPE "S" DECK OHA!N s· SOUARE POLISHED Rr<ONZE I~ CONCRETE PAVING [}Q THUKOL SEAL 0 NDS CATCH BAS:N I SOLID, SMOOTH WA~L PLASTIC DRA.~ Pl?E (GLUE ALL JOINTS) St OPE 1% "'11\1 lo 8UTLET SEE SFEC!FICA'YIONS ANU LEGEND f'.'.OH 1-';f-'E SIZE ANO TYP[ !j) FINISH $lJRFAC::E [fl ADAPTOr, l2_J 4" SOLID WALL Pi 0 E SEE SPEC.'$ ACJD LEGEND FOF1 Pl~'t= TYPE Ill 6" SOL!D Wf1l..L PIPE SEE SPEC'S AND LEGENn FDFl PIPE TYPE DECK DRAIN © --~-----c UJ ,2.J \ lJ • 2'-8'' PLAN 1" 1" \ \ VIEW SECTION NOTES: .2_j CONCRETE CAP ~ SEATWALL END ____ SE_A_T_W_AL_L_E_N_D __ ~(i) I .. II I I !TT I I I • 12..] 1 ~..::) I I I I • I ' - '.& ..II. ... ~ ~ TT TiT T; ,., • ~ ' . ..:.I FRONT ELEVATION SIDE ELEVATION ---- r: ;. 1 '-6" ;. TYr. j_2J i i 2'-6" 3'-2'' IYP TYP PIAN Vll.W ,r-' I - I I __ -----_J SECIION NOTES: Q] · 1 IJ tl HO 13 A If Ht-O (I 1-( ~. IJ ll ll NI-11 ) WI I II I' 0 I(\. f l /., I N C: AS I I II ON G II I I I A V ·" I L A U I f r R U M ll A A £l r O U L U A ! () ,~ f" i "t" 1 4 ) 5 4 '.-i · (; U 8 0 A H ( II I) t I' ll r-S S ~ D 1 0 I! ~ ("; 1-I V ~ '1-1 h O' I I A I f A I ! V I-ll ! IC l 1 ~ U ll ~ AC f-· S A n ,I A C f. N J T () R 11 O A N [) t I I. r A l t U O : ) (J M S U H f /1. C C t\ l.1 N D I" R N l A "f tt [I O 0 il) c O N 1 R A c r o H 8 H A I I p H O y I D ( 8 H O P D f4 /'I W I N (; f O H G ri S I I N f A N U M L l L H (; (') N N f-G 1 I 0 N I O CA I ION AN I) I A'( 0 U ! 0 CCJNCllt·ll t~!O(";i-,; C()N:{111\ICJION HY CON'l1lACl()ll G] CONCH~!~ f0011NC-: AND $1/1-. Slf-f-1 Sl/t AND PIAC!'MlNl GY CON1HAC"f0R @] !:;!UCCO KICK f°'I.Alr r... L '\ /\ (. lJ 7 I l I 1 y D O O R ;.; W I I ., 1 • W I f) r M l I A L S l R I P 1.A U L O I N G 8Y CON I fl AC 1 0 ll C 1-N I t Ii ON k AC I(!-. I I: I (J t HA H Hf U II I G H I I I I O I' I APPHUV[I) 11Y OWNLf! PRIOR 10 INS"'!AIIAliON 0 Sf/\JWAL! BARBEQUE ® --------------------------~o ' " I s;t, I \ J-j) NOTES: LlJ POCL TILE P O O l C O P I N G POOL TILE ~ -------~ ,,1~?q.JQ~~ Q0:1,;:,,:,(t!l! 1:'Q:,~•'.' DM t~_.Q,1;1:·_'l'(!l • : , : _,r. • 96.059 i>fi"OJ(c.r 21 OCT 96 fii<.,., ····--BA ' _?I) JA_N_JH__g_nd SuQrnittal _ ~1 MAR 97 3rd Subrnttat I 1 I ; f-i I' ,, ' ' .\ ! ' I' f,: I) V I: I) FD H I' I 1\1\IJ ll/l1IC:1\TIOI\; ;\\!I\C: ONLY I NCI ll Ill NC Ill Didi I' i/ I: l" I~ I: I' I ' N' 'I' I,-l. . I l ~ .' , i \ ! 1 3 , ""'I; r, : : ' ' ' ' I ; i i I ' ' ' I, i' Hi': I·'\;,•,; Ii·; : 11 AS B lJ I LT 11 CITY OF CARLSBAD ' ' I , A VIARA 12 I < -I > ' ' i : CT 89-39 b io ".:.D 1® !CD_. ' i 1!.J ___ _:_:-~--... ' I ' . [-0 EO 4· ----,., '-·-l.l.J 10 -1 /?" 7 6 '2!1 10-1/?" -!-.. [0 EQ [1,, I 2 I 4 l..;J L!J tM>~I~~ -_j_ =l===cr i ~ ~~ ~~~ ~~~ ~ ~ . . 4" ' ' L_-1. __ ""':,_----------------------+--'l"'-----<-J ELEVATION ' ' L_L,._..._._ __________________________ .._.___,_J __ __j 15' I VEHICULAR/PEDESTRIAN ENTRY GATE ELEVATION NOTES QJ PRECAST CONCRoTE CAP IIl CONCReTE BLOCK PILASTER BY CONTRACTOR Q) CONCRETE FOOTING SIZE. STRUCTURAL STEEL SIZE, ANO PLACEMENT BY CONTRACTOR (SEo SOILS REPORT FOR RECOMMENDATION.) 8) COMPACTED SUBGRADE (SEE SOILS REPORT FOR RECOMMENDATION) (II FINISH GRADE (SEE CIVIL ENGINEERS PLAN) @) STUCCO SCREED (TYP.) [j ENTRY WALL ____ LO_W_P_IL_AS_T_ER ____ -----i© ~------~-G 3'SO. 2'SO, ·. ' .. --~§ 5 0 ' I ' I ' ' ' I I I r--~J ._ ___ I I ~----1 ---r;-l I I ~-G SECTION PRECAST CONCREC-E PILASTER CAP CONCRETE BLOCK PILASTER BY CONTRACTOR CONCRETE FOOTING SIZE. STRUCTURAL STEEL '.\'ZE, AND PLACEMENT BY CONTRACTOR 1SEE SOILS REPORT FOR RECOMMENDATION) COMPACTED SUGG RADE (SEE SOILS REPORT FOR RECOMMENDATION) W FINISH GRADE (SEE Cl'JIL ENGINcER'S PLAN) @) STUCCO SCREED (TYP.) ENTRY PILASTER C),';;00:Hl(>lC, O'G:•3.G:OU('(,'\1:gr:;::: !)~I ::c.·,o·~,;: -~.: I•)~' ;,. o 0 96,059 PR(;j~c.r 21 OCT 96 . ,, ' . !,)Hf BA ZB Ji\N ~?...200 ~!W'.tt~ 31 MAR 9.7 M~ubmittal : . 0 "' Iii '2] id.I 2➔ SC. W.I TURING HORIZONl AL HAIi S WEI.I) RAILS TO PiJSTS 314• ,c;c WI TuB:NG SPAC.:E:Q EOUALL Y @ MAX -'I" O.C PUNCH PICKFB INTO TOf-' ANll AO"'."T()M ~;AILS WFI Q All CONN!:::CT!ONS ;?" SQ W. I IUHING POSTS I/;!' WIDE W.! FLAT STOCK WELi) ALI. CONNECllON.S INCLUDING OVE:ALII.P AT INT[f:IS[CT10J\i (CENTER ON HAIi.) GATE WHEELS AND TRACK TYPE' 6Y CONTRACl OH TO Bf. APPROVED 8Y OWNER PRIOR JO INSTALLATiON CUrlB CUT:JUT ·10 BE ALIGNED wrn-~ -HACK LOCATION l-112• SO W ! TURING HOAIZONT AL. RAIi .. $ WEL'.) RAILS TO POSlS 1.11;,· SQ. W.I. POSTS SELF Cl OSING GA TE H!NGES LOCA ":"ION ANO TYPE BY CCONTHACTOfi TO £3E APPf·E)Vl:O B'r' OWN!:Q; f-'HJOR TO INSTALLATION Al)DITIONAL NO"! t:..S CONTRACTOR ShALL p_;-lOVID[ ALL ELECTHONIC F.:OUIPMENT i-H:Ol,JJRED 9v THE CITY 01 CA'-ll Sl:lAD AND THE C OCAL rlHE DEP~l-lTMFNT THF GATE CONTH::>l. M[Cl!A~'.SM .SHAU 8[ O~ERA8l!- 8''1' AN Ai'f"flOVED l::MEHGf.N'.::Y O'✓ERR!DE: KFY swr-:-G•-l WITH A MANU.<:.Ll Y OPERAT!:.I) O,'VFRnlDE THAT I.S ACCE:SSll3LE FROM THE: f'UGLIC S!D!:. Of-THF ACCESS TH[ MANJAL OVf.GPIDE: '.">HAl i R[ E.11.SIL Y ACCE:SSAR(.[ i=RoM OUTSIDE THE: GAT[ If\' THE !:.VE:NT OF A POWER 1-All.URF THE Kt'.Y SWITCH SHALL f~( LABELED WllH A PERMANENT RED SIGN Ar~(.) SHALi. SF: LOCATED ON n~E AIGHT SIDE OF THE::: CATE OPENING APPROXIMATELY 4El" ABOVE THE ROADWAY .SURFACE UP'JN ACTIVATION Of-THF KEY SWITCH THE GATE SHALL REMAIN OPEN UNTIL RETURNF:0 TO NOf.lMAI Of'CAATION 8Y MEANS OF THE KEY swrrcH CONrnACTOR TO 1-'RO'✓/DE A COMf-'LETf SET OF SHOP DRAWINGS FOR \/EHICULAfl AND PEDES~RIAJ\' GATES INC!.UOING Ml::CHANICAL l:OUIPMFNT LOGKS, HINGES. AND A TTACHM[J\'T H.O.l-1DW4fl[ PRIOR ro FAFIRICATION u;j GATE LOCI<'. AND HANDLE BY CONTRAc-;--::in T0 BE APPROVED BY OWNEH Pf\lOR T:) INSIALl.ATIQN fiJ ME"fAL KICK Pl.AT[ [JV GONTFA< -"Jn re 8!:. Af-'1-'HOVF.D BY OWNEll PRl09 TO INSTALLATION ftj ENTRY PILASTE:R. SfE DETAIL '"D'" SHE:::F7 14 u] ENTRY WALL. SFF. DETAIL 'E· SHE'!:T 14 IL} EN"!HY SIGNAGE/WALL. SEE DETAIL 'A' SHEET 1 5 fi] "KNOX sox· LOCATION !iJj MATCH TOP OF' PEDESTAIAN GATE, ~ENCE:.. ANrJ AUTO GATE ELEVATIO'iS -~--------------10 NOTES OJ [jJ w CONCRETE WALL CAP CONCRETE BLOCK WALL BY CONTRACTOR CONCRHE FOOTING SIZE, STF<UCTUl<Al STEEL SIZE, AND PLACEMENT BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENOA TION ) COMPACTED SUBGRADE 1 " (SEE SOILS REPORT FOR RECOMMENDATION) SECTION -@ w '.2J l,Q.) CZJ FINISH GRADE (SEE CIVIL ENGINEER'S PLAN) STUCCO SCREED (TYP.) FOR RETAINING WALL SITUATIONS REFER TO THE CIVIL ENGINEER'S PLANS FOR FOOTING SIZE AND PLACEMENT, DRAINAGE, AND WATERPROOelNG DRAINAGE BY CIVIL ENGINEER (TO BE APPROVED BY OWNER) _E_NT_RY_W_A_LL ____ ® 1\l 1i'Rr,1 l:!l l'UE Pl.1\\ l'J\(; \\I) I ii/I(; ,\Ti ON ON I 1 I\CI ! l)INC f'l<J,:1'1~1: '11 I,: I llC'\1'10\ OF l'L;\,\TINl: A l< F :\ :~ 1 .q ! , .,., Ii 'h:, 11 AS E,U IL T 11 I ' CITY OF CARLSBAD .q 3 . ·,·.: ; , I 'I,: A VIA RA 12 . ' ,'. : i CT 89-39 _____ N_O_T_A_S_SI_G_NE_D ___ _____,® NOT ASSIGNED ® o;,;~ ... N ----fi=l,rsT Li~ rt· AC vlS,OW, ffilN1 DA IL, RtVl:':.IO'!~ --------_______ ; ______ '-------·---'-----------------------------'---------------'-----------------------------~ C.L f 3' 9' ~-3" 3' 3" 3' 9" -----------~ ---. ·---. < -----··--· -~--3 I i ' j ! i~ [ s-10 ,_ I al ' I W' I II I, II I ------ I ' ----.. ·-d! w [~ ' !_j PLAN VIEW EQ ' ' • 3 ,_ li}--... ' - --.. ·--·- 0) SECTION 3' 3" E:NTRY WALL/FENCE: 3' 3" ____ ..,,, __ _ 7' ! I • CL C.L. ELEVATION 3 3" . ___ ) -------------------1 ' 9 • ! ··---J 10-1/?" .·:·n 7' J (J'J··· Q) w GJ r.§J fil lli.l ?"' SO STELL TURING FU/LS WELD RA,'L$ ro l'OSTS 3/1'." SO WI lUt:llNG ECUK.l.Y SPACED @ MAX 4" 0.C PUNCH P1:.;K[TS INTO TOI' AND 80T"f0M HAILS WELD ALL. CONNEC\IONS ;:i· SG W.1. "fUdlN0 POSTS 1,12·· WIUE" WI FLAT STOCK WELD AU. CONECTIO.\IS lf'JCLUDING 01/ErlLAP AT l~TH1SECTION (CENTER ON HAIi.) !-'RECAST CONCRETE WALL C.ll.P CONCRE::'.TE 81..0CK WAL..L OY CONH~ACTOR CONC8ETF FOOTING SIZE. STRUCTURAL sn::EL .SIZE, ANU PLACt:MEN"': BY CONTRAC-TO/l (SEF. $Oil$ l"~EPORT FOH ReCOMMENDA/;ON I COMPACTED SUBGRADE (SEf: SO!:..S ~EPORI Fon RECOMMENIJATIONJ FINISH Gi1AOE (SEE CIVIL ENGINEER'S PLANI PRE CAST CONCTRF:TE SUR:ROUNJ Er,.,'TRY PILASTER ANO CAP, SEE LJETAIL STUCCO SCREED (TYP) CONGRETE CURB, SEE CIVIL ENGINEER'S PLANS STUCCO FINISH ON REAR FACE OF WAL, L---------------------------~-~-------------~-------- 3' 6" 3 3" 2' 6" ---' [j] ------------~---~------~----' I I r~--------~ I I 3' 3· 3' 6" 2' 6" ----------------I I 7 ----------I I I I I I C.L. ----t-------i---l----~1--+---tl-----\\\---------,lr-+--t-::_-::_-:_-::_= _ ___, L I I • ro ro I '---~-----------------------______,-f, ---',- 1 I I---------I ------------- PLAN VIEW NOT ASSIGNED fr~ --------------------,\f) L------------·--------·----------------------'--- 2' 6" 1' 6" .+------0 -GJ 0 SECTION C.L. 2' 3' 3" 3' 3" 2' ---+-------- w I OJ Lil ~ ~-==~=~*· =F===F=~~ 'i"?._ _ _,. 6' 3" \---~--------t----6' 3" PROJECT ENTRY SIGNWALL C L ELEVATION <D <c, ·--:r "' ~ ~1_--+ OJ <Di NOTES ~ El Ill 0 I]] I]] PRECI\ST CONCRETE WALL CAP CONCRETE BLOCK WI\LL BY CONTRACTOR CONCRETE FOOTING SIZE. STRUCTURAL STEEL SIZE. AND PLACEMENT BY CONTRACTOR (SEE SOILS REPORT FOR RECOMMENDATION) COMPACTED SUBGRADE (SH $OILS REPORT FOR RECOMMENDATION) FINISH GRADE (SEE CIVIL ENGINEER'S PLAN) PRECAST CONCRETE SURROUND STUCCO SCREED (TYP.) WALL CAP EDGE WALL EDGE I I )\ s B l., I I_ T I I \I' 'l\l·\ I IJ l':JII l'l\\ i I\(; \\IJ ll!i/11.: I 1'10\ ()\J.1 !\Cl.I l!I\C: 'l:il'l~:1: : , ! I.O: _\'. 10\ 01 l'I, 1 ,: l'I\C .\ I< I:.\;~ 1 S " ' ' , .. ,; CITY OF CARLSBAD I Ii A VI ARA 12 CT 89-39 43 LANDSCAPE CONSTRUCTION SPECIFICATIONS 1. GENERAL: 2. A. PLANS l. ALL CONSTRUCTION ITEMS SHALL BE LOCATED AS DIMENSIONED ON THE PLANS UNLESS OTHERWISE INDICATED IN NOTES, DErnlLS, LEGENDS AND SPECIIICATIONS. 2. THESE PLANS ARE PREPARED FOR THE CONVENIENCE Of THE CONIRACTOR, THE CON I RAC TOR SHAll VFRIFY ALI SITE CONDITICNS AND RESOLVE ANY DISCREPANCIES PRIOR 10 COMMENCEMENT OF WORK. 3. 4. 5. 6. IT IS THE INTENT fHAf All IMPROVEMENTS SHALL BE CONSTRUCfED, ASSEMBLED ANO INSTALLED IN AN EFFICIENT ANO SATISFACTORY MANNER ACCORDING TO THf HiGHESf WORKMANLIKE STANDARDS. IMPROVfMENTS SHAlL Bf COMPLETE IN EVERY RESPfCT AND SHALL BE LEFT READY FOR THEIR INTENDED USE AND/OR OPERATION BY THE OWNFR DIMENSIONS ARE TAKEN FROM FACE OF VERTICAL IMPROVEMENTS UNLESS NOTED ON PLANS IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS. SECTIONS DR DU AILS ON THE DRAWINGS. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTFD FOR ANY PART OF THE WORK. THE CONSTRUCTlON SHALL BE THE SAME AS OTHER SIMILAR WORK SHOWN OR NOTED ON THE PLANS. 7. CONSfRUCT 10N, SUB BASE REQUIREMENTS, SLAB THICKNESS ,CONTROL JOINTS ANO REINFORCEMENT OF ALL PAVING ON GRADE SHALL BE IN ACCORDANCE WITH TIIE RECOMMENDATIONS OF THE CEOTECIINIC REPORT PREPARED BY LEIGHTON ASSOCIATES. PAVING A. SUB BASE PREPARATIOtf l. CONTRACTOR SHALL PREPARE SUB-GRADE TO SUITABILITY OF FUTURE LOAD AND QUALITY OF EXISTING SOIL CONDITIONS 2. SUB-BASE SHALL BE COMPACTED BY CONTRACTOR TO A MINIMUM OF 95% RELATIVE DENSITY IJNi.fSS INDICATED OIHtRWISE ON fHE DRAWINGS. 3. SLB-GRAOES UNDER ALL HARDSCAPE ONLY SHALL BE COMPACTED TO_% MINIMUM. TESTS fO BE MADE BY QUALIFIED TESTING LAB. SEE SOILS REPORT BY LEIGHTON ASSOCIATES. B. GRAOltfG 1. CONTRACTOR SHAil VERIFY IN THE FIELD, THE EXTENT OF IMPORT OR EXPORT TO INSURE FINAL GRADES AND NOTIFY OWNER OF ALL OISCRtPANCIES WHICH SHALL AFFECT CONTRACTOR'S WORK PRIOR TO BEGINNING WORK. 2. EXPORT SOIL ANO DEBRIS SHALL BE RFMOVEO FR0M THE SITE BY TIIE CONTRACTOR AT CONTRACTOR'S EXPENSE 3 CONTRACTOR SHALL BE RESPONSIBLE fOR FINAL GRADES. 4. CONTRACfOR IS RESPONS,BLE FUR ACHIEVING POSITIVE DRAINAGE AT THE FOLLOWING MINIMUM GRADIENTS UNLESS OTHERWISE NOfED: 1% IN PAVED AREAS,?% IN ALL PLANTED AREAS ALL SUBSURFACt IJR~,N l NES INDICATED ON THESE ?LANS SHALL HAVE A MINIMUM ONE HALF OF ON[ PERCENT SLUPE CCNSTANT TO OUTLET. (CATCH BASIN GRATE ELEVATIONS SHAll. Bt SET ONE TENTH OF ONE fOOT BELOW FINISH GRADE) C. PORTLAtfD CEMENT CONCRETE PAVING I REFFRENCES, a ASTM l. A 185-79 -SfANDARO SPECIFICATION FOR WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT. 2. A 6l5-84A -STANDARD SPECIFICATION FOR DEFORMED ANO PLAIN BILLET - STEEL BARS FOR CONCRETE REINFORCEMENT. 3 C 33-8S -STANDARD SPECIFICATION FOR CONCRETE AGGREGATES. 4. C 39-84 -STANDARD TEST METHOD FOR COMPRESSl'/E STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS. 5. C 94-84 -STANDARD SPECIFICATION FOR READY-MIXED CONCRETE. 6. C 150-85 -STANDARD SPECIFICATION FOR PORTLAND CEMENT 7. C 309-81 -STANDARD SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE. 8. D_175l-83 -STANDARD SPECIFICATION FOR PREFORMED EXPANSION JOINT FILLERS FOR CONCRETE PAVING AND STRUCTURAL CONSTRUCTION (NON- EXTRUOING AND RESILIENT BITUMINOUS TYPES). b. SAN DIEGO REGIONAL STANDARD DRAWINGS. c. CRSI MANUAL OF STANDARD PRACTICES. d STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, AS REFERENCED IN DOCUMENT DO 105 -GENERAL PROVISIONS. 2. SUBMITTALS a. FURNISH 4 FEET BY 4 FEET BY REQUIRED THICKNESS AT JOB SITE LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL OF EACH PAVING TYPE AND FINISH. APPROVED SAMPLES MAY BE LEFT IN Pi.ACE IF APPROVED BY THE OWNER'S REPRESENTATIVE. APPROVED SAMPLES WILL BE TIIE STANDARDS FOR FINISHES IN LATER CONCRETE WORK b PRIOR TO CONSTRUCTION, A FIELD MOCK UP 15' X 15' SHALL BE CONSTRUCTED AT A JOB SITE LOCATION DESIGNATED BY OWNER'S REPRESENTATIVE TO MATCH APPROVED SAMPLES TO REPRESENT THE WORK TO BE CONSTRUCTED. 3 QUALITY ASSURANCL a. REGULATORY REQUIREMENTS IN ADDITION TO COMPLYING WITH THE APPLICABLE CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, CONTRACTOR SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE STANDARD SPECIFICATIONS ANO THE CRSI MANUAL OF STANDARD PRACTICES. WHERE THOSE REQUIREMENTS CONFLICT WJIH THIS SPECIFICATION, COMPLY WITH THE MORE STRINGENT PROVISIONS. 4. PLANS, a. THESE PLANS ARE FOR THE CONVENIENCE OF THE CONTRACTOR THE CONRACTOR SHALL VERIFY ALL SITE CONDITIONS AND RESOLVE ANY DISCREPANCIES PRIOR ro COMMENCEMENT OF WORK. 5. REVIEW OF SITE CONDITION: a. EXAMINE THE AREAS ANO CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY ANO PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORILY CONDITIONS ARE CORRECTED. b. NOTIFY OWNER'S REPRESENTATIVE 24 HOURS BEFORE SCHEDULED START OF PLACING C, CONCRETE. EXCAVATIONS, FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS SHALL HAVE BEEN INSPECTED AND APPROVED BEFORE ANY CONCRETE IS PLACED. TREAT SUB-GRADE IJNOER PAVED AREAS WITH WEED KILLER IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. TAKE EXTREME PRECAUTION TO CONFINE WEED KILLER TO AREA COVERED WITH PAVING, AND PROVIDE NECESSARY PROTECTION INJURY OR DAMAGE TO Lire OR PROPERTY. 6. 7, !'REPARATION: a GENERAL: COORDINATE THE WORK OF THIS SECflON WITH RELATED WORK. PLACE CONDUITS IN CONCRETE SLABS WITH A MINIMUM COVER OF 2 INCHES ABOVE ANO BELOW CONDUIT. LOCATE ACCURATELY AND SECURE IN-PLACE INSERTS, BOLTS, TIES, DOWELS, AND MISCELLANEOUS PLATES BEFORE POURING. b. BASE COURSE SUB-GRADE SHALL BE SMOOTH, TRUE fO LINE AND GRADE, AND SHALL BE TtSTEO fOR REQUIRED COMPACTION PRIOR TO START OF PLACING CONCRETE. REMOVE OlBRIS AND DAMPEN SUB r:RADE 24 HOURS BEFORE Pl ACING. RE ROLL AS Rf"QUIRlD fO SMOOTH. HARD, fV[N SURFACE OF 50 PERCENT COMPACT,ON. WET FORMS TO TIGHTEN CRACKS. d REINFORCEMENT L BARS, ASTM A 615, GRADE 50. UNLESS OTHERWISE SHOWN ON THE DRAWINGS 2 REINFORCING BARS NO. 3 AND SMALLER MAY BE GRADE 40 3 REINFORCING BARS NO. 3 AND LARGER SHALL BE DEFORMED fYPE 4. WELDED WIRE FA.BRIC. ASTM A 18S. SIZE SHALL BE 6X6/W2 IXW2.l, UNLESS OTHERWISE NOTED ON THE DRAWINGS OTHER PRODUCTS, l. JOINT FILLER: DECK-0-VOID EXPANSION MASTIC FUI I_ DEPTH OF SLAB. 2. PRE-MOLDED VINYL QUICK JOINT: REMOVABl.t CAP TYPE, MANUFACTURED BY KOLO-SEAL CORPORATION. a. 3-1/2 INCH THICK CONCRETE, NO. KSF 1503858 b. 6 INCH THICK CONCRETE: NO KSF·55Q .. 38-58 3. SEALANT 'LITHOCHROME COLORCALK" MANUfACTIJREO BY l M SCOFIELD COMPANY, OR APPROVED EQUAL COLOR SHALL BE StLECTEO BY OWNER'S REPRESENTATIVE. 4. SEALER "CEMENTONE: AS MANUFACTURED BY l.M. SCOFIELD CO. OR APPROVtD EQUAL 5 COLOR CONDITIONED CONCRETE: CHROMIX ADMIXTURES MANUFl,CTLRED BY l.M. SCOFIELD COMPANY. 6. CURING COMPOUND FOR COLORED CONCRE!l l.lTf!OCHROME COLORWAX MANUFACTURED BY l M SCOFIELD COMPANY 7 fORM RELEASE THnMPSCN S C & B. MANUfACIIJRED BY EA HOMPSCN CO, MEMPHIS, TN 19011685•7555, WITH REGIONAL REPREStNTATION IN VENICE, CA 1717)145-5224. 8. LIQUID CURING COMPOUND NON-STA,NING. COMPLYING WITH ASTM C 309 AT MANUFACTURER'S RECOMMENDED RATE OF APPLICATION. DELIVER CURING COMPOUND IN UNOPENED LABELfD CONTAINERS. WAX-FREE. FUGITIVE RESIN TYPE. THOMPSON'S WATERSEAL, HUNT'S TLF, OR EOUM. 9. BONO:NG AGENT: WElDCRETE. MANUFACTURED BY I ARSEN PRODUCTS CORPORATION, ROCKVILLE. MD (800)633-6668. 10. EXPftNS ON CAP. WHITECAP CONCRETE ANO MAS:INRY ACCESSORIES NO. I l3-5S38 ST~ NLESS STEEL CAP. e. PROPORflONING l. COMPRESSIVE STRENGTH SHALL BE 2000 POUNDS PER SQUARE INCH AT 28 DAYS AS DETERMINED BY ASTM C 39. 2. PROPORTIONING SHALL BE BY WEIGHT OF LOOSE, ORY MATERIAL, 94 POUNDS OF CEMENT SHALL BE CONSIDERED l CUBIC FOOT. '1NE AGGREGATE VOLUME SHALL BE AT LEAST 35 PERCENT OF THE SUM OF THE SEPARATE FINE AND COARSE AGGREGATE VOLUMES. MATERIALS, a CONCRETE: I. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO THE LATEST ASTM STANDARD SPECIFICATION FOR PORTLAND CEMENT, C-l50, fYPE I OR TYPE 11 LOW ALKALINE. ALL CEMENT SHALL BE FROM A SINGLE SOURCE AND SHALL BE LIKE IN VISUAL APPEARANCE. 2. WATER SHALL BE FRESH, CLEAN, FREE FROM OIL, ACID, ALKALIS, SALTS. AND INJURIOUS AMOUNTS OF ORGANIC MATTER. J SAND SHALL BE CLEAN, HARD, DURABLE AND CONFORM TO ASTM C33 ALL SAND SHALL BE FROM A SINGLE SOURCE AND SHALL BE LIKE IN VISUAL APPEARANCE. 4. AGGREGATE SHALL COMPLY WITH ASTM C-33. UNIFORMLY GRADED ANO CLEAN. AGGREGATES SHALL BE FROM A SINGLE SOURCE AND SHALL BE LIKE IN VISUAL APPEARANCE. a. COURSE AGGREGATE: CRUSHED ROCK OR WASHED GRAVEL WITH MAXIMUM SIZE BETWEEN 3/4 iNCH AND l INCH, AND WITH MINIMUM SIZE NUMBER 4. b. FINE AGGREGATL NATURAL WASHED SAND O, HARD AND DURABLE PARTICLES VARYING FROM FINE TO PART!Clf"S PASSING A 3/8 INCH SCREEN, OF WHICH AT LEAST 12 PERCENT SHALL PASS A 50-MESH SCREEN. c. HAND SEEDED EXPOSED AGGREGATE MISSION MOIJNfAIN FROM KRC ROCK. 5. ADDITIVES USE ONLY SUCH ADDITIVES RECOMMENDED IN !HE MIX DESIGN ANO APPROVED BY THE OWNER'S REPRESENTATIVE ANO GOVERNMENTAL AGENCIES HAVING JURISDICTION. 6. ALL TRANSIT MIXED CONCRETE SHALL BE DELIVERED IN ACCORDANCE WITH ASTM C-94 7. ALL FINISHED CONCRETE AND PAVER SURFACES SHALL BE TREATED WITH 'AQUA MIX PENETRATING SEALER' PER MANUFACTUREWS SPECIFICATIONS •AQUAMIX INC. •SllSUNNYSIDE PLACE •SANTA FE SPRINGS, CA 90670 8. ADDITIVES USE ONLY SUCH ADDITIVES RECOMMENDED IN THE MIX DESIGN AND APPROVED BY THE OWNER'S REPRESENTATIVE AND GOVERNMENTAL AGENCIES HAVING JURISDICTION b. FORMS: L PROVIDE WOOD OR METAL FORMWORK, INCLUDING ADEQUATE BRACING, TO THE LINES AND GRADES SHOWN ON THE DRAWINGS WITHIN A VERTICAL TOLERANCE OF PLUS OR MINUS 0.05-FOOT ANO AN ALIGNMENT TOLERANCE OF l INCH AT ANY POINT 2. EARTH FORMS WILL NOT BE PERMITTED FOR FORMING PAVING WORK. f. 3. 4 ACCURATELY CONTROL THE PROPORTIONS. WATER CONTENT, ANO AIR CONTENT. ADMIXTURE (OTHER THAN WATERPROOFING/: IF AOMIXTURt IS USED, CONFORM TO TYPE SPECIFIED. QUft.NTITY PER SACK Of CEMENT AND METHOD OF USING ADMIXTURE SHALL BE IN ACCORDANCE WITH RECOMMENDATION OF MANUFACTURER ANO L/1BORATORY FURN•SH!NG MIX DESIGN. a. UNLESS OTHERWISE NOTED WATER-CEMENT RATION SHALL BE 6 '0 1 SLUMP SHALL NOT EXCEED 4 INCHES. b MIX COLOR PIGMENT IN PROPORTIONS AS DIRECTED BY OWNER'S REPRESENTATIVE. ANO APPROVED IN SAMPLE FABRICATION 1 FABRICATE REINFORCEMENT TO THE REQUIRED SHAPES AND DIMENSIONS, WITH FABR!CATION TOLERANCES COMPLYING WITH THE CRSI MANUAL OF STANDARD PRACTICES. 8. INSTALLATION a. GENtRAL: b. C. d. e. 28 JAN 97 __ 2nd .:;ub··ni.t'..i!I 3t.MAR 97 3rd.Submittal .. L ALL CONCRETE SHALL BE DENSE, FREE FROM HONEYCOMBING OR OTHER DEFECTS, AND SHALL CONFORM TO THE SHAPES, DIMENSIONS AND FINISH GRADE ELEVATIONS AS INDICATED ON THE PLANS. 2. All EXPOSED SURFACES SHALL BE FREE FROM JOINT ANO POUR LINES AND SHALL HAVE A UNIFORM rEXTURE. ALL CONCRETE SHALL CONFORM ro TIit TEXTURES AND FINISHES AS CALLED FOR IN THF PLANS 3. EXPANSION JOINTS SHALL BE A MINIMUM OF ONE HALF INCH THICK AND SHALL BE PLACED THE FULL DEPTH OF THE CONCRETE. EXPANSION JOINT MATERIAL SHALL BE CELOTEX FLEX CELL OR APPROVED EQUAL 4. WHEN CURING COMPOUNDS ARE USED, ADJACENT SURFACES SHALL BE PROTECTED BY CONTRACTOR FROM OVERSPRAY 5. ALL WALKS SHALL DRAIN AT A MINIMUM OF 1% CROSSFALL, OR AS NOfED ON THE PLANS. 6. CONCRETE PADS IN FRONT OF BUILDING ENTRY SHAl.l BE FINISHED TO A GRADIENT NO GREATER THAN 2% TO ,1 POINT 60' OUT FROM !HE FACE OF THE BUILDING PER TITLE 24 CALJrORNIA STATE HANDICAPPED CODE 7 CROSS PlfCH ON ALL WALKING SURFACES SIIALl NOT EXCEED 2%. 8 VERIFY SHAPE, HEIGHT AND LOCATION OF EXISl:NG STOOPS AND NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES 9 OWNER'S REPRESENTATIVE SHALL APPROVE All FORMING PRIOR TO POURING OF CONCRETE. REINFORCING: REINFORCEMENT: UPON COMPLETION Of SASE COURSE AND FORMWORK, INSTALL REINFORCEMEN1 WHERE SHOWN ON !HF IJRAWINCS 2 CLEAN REINFGRCEMENT 10 REMOVE LOOSE RUST ANO MILL SCALE. EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. 3. POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAiNST DISPLACEMENT BY FORMWORK, CONSTRUCTION, AND CONCRETE PLACEMENT OPERATIONS. 4. PLACE REINFORCEMENT TO OBTAIN THE REQUIRED COVERAGE FOR CONCRETE PROTECTION. FORMWORK, l. STAKE RIGIDLY AT 4 FEET ON CENTERS ANO SECURE AGAINST DISPLACEMENT FORMWORK SHALL NOT DEVIATE MORE THAN 1/8 INCH FROM REQUIRED POSITIONS AND LEVELS. 2 CAREFULLY SET FORMS TO ALIGNMENT AND GRADE AND TO THE REQUIRED DIMENSIONS. HOLD FORMS RIGIDLY IN PLACE BY STAKES, CLAMPS, SPREADERS AND BRACES WHERE REQUIRED TO INSURE RIGIDITY. 3. APPLY FORM RELEASE TO FORM LUMBER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. PLACE JOINT FILLER ON ALL VERTICAL SURFACES IN CONTACT WITH CONCRETE PAVING. CONCRETE: l. TRANSIT MIX THE CONCRETE IN ACCORDANCE WITH PROVISIONS OF ASTM C 94, 2 WITH EACH LOAD, PROVIDE TICKET CERTIFYING THE MATERIALS AND QUANTITIES AS WELL AS COMPLIANCE WITH THE APPROVED MIX DESIGN. 3. ON THE TRANSIT MIX TICKET, STATE THE TIME WATER WAS FIRST ADDED TO THE MIX. 4 AT THE BATCH PLANT, WITHHOLD 2-1/2 GALLONS OF WAfER PER CUBIC VARD OF CONCRETE 5 UPON ARRIVAL AT THE ON SITE. AND AS DIRECTED BY THE TESTING LABORATORY INSPECTOR, ADD ALL OR PART OF THE WITHHELD WATER BEFORE THE CONCRETE IS DISCHARGED FROM THE MIXER 6. MIX NOT LESS THAN FIVE MINUTES AFTER THE WITHHELD WATER HAS BEEN ADDED, AND NOT LESS THAN ONE MINUTE OF THAT f!ME IMMEDIATELY PRIOR TO DISCHARGE OF !II[ BATCH. 7. UNLESS OTHERWISE D:RECTEO, PROVIDE 15 MINUTES TOTAL MIXING IIME PER BATCH AFTER FIRST ADDITION OF WATER 8. DO NOT USE CONCRETE THAT HAS STOOD OVER 30 MINUTES AFTER LEAVING THE MIXER. OR CONCRETE THAT IS NOT PLACED WITHIN 60 MINUIES AFTER WATER IS INTRODUCED INTO fHE MIX. CONVEYING L PLACE CONCRETE IN ACCORDANCE WITH PERTINFNT RECOMMENDATIONS CONTAINED I~ ACI 304 AND WITH THE FOLLOWING: 2. DEPOSIT CONCRETE CONTINUOUSLY IN LAYERS Of SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE FORMATION OF SEAMS OR PLANES OF WEAKNESS WITHIN THE SECTION. f. 3 PERFORM CONCRETE PLACING AT SUCH A RATE THAT CONCRETE WHICH IS BEING INTEGRATFD WITH FRESH CONCRETE IS STILL PLASTIC. 4. DEPOSIT CONCRETE AS NEARLY AS PRACTICABLE IN lfS FINAL LOCAIION SO AS TO AVOID SEGREGATION DUE TO REHANDLING AND FLOWING. 5. 00 NOT SUBJECT CONCRUE TO ANY PROCEDURE WHICH WILL CAUSE SEGREGATION 6 00 NOT USE CONCRETE WHICH BECOMES NON-PLASTIC AND UNWORKABLE. OR DOES NOT MEET REQUIRED QUALITY CONTROL LIMITS, OR HAS BEEN CONTAMINATED BY FOREIGN MATERIALS. PLACING I 2. 3. 4 DEPOSIT AND CONSOLIDATE CONCRETE IN A CONTINUOUS OPERATION WITHIN THE LIMITS OF CONSTRUCTION JOINTS UNTIL THE PLACING OF A PANEL OR SECTION IS COMPLETED BRING SURFACES TO THE CORRECT LEVEL WITH A STRAIGHT·EDGE, AND THEN STRIKE OFF. USE BULLFLOATS OR DARBIES TO SMOOTH THE SURFACE, LEAVING IT FREE FROM BUMPS AND HOLLOWS. DO NOT SPRINKLE WATER ON THE PLASTIC SURFACE. DO NOT DISTURB THE SURFACES PRIOR TO START OF FINISHING OPERATIONS. g. CONSTRUCTION JOINTS: L EXPANSION AND KEYED JOINTS a. JOINT SHALL EXTEND ENTIRELY THROUGH CURBS AND SLABS. UNLESS OTHERWISE IND:CATEO LOCATE AT 20 FEET ON CENTERS FOR FLATWORK AND 15 FEET ON CENTERS FOR CURBS b. INSTALL CONTINUOUS SPLIT EXPANSION JOINT FILLER FULL DEPTH Al ALL CONSTRUCTION JOINTS ANO AT ALL VERTICAL SURFACES REMOVE TCP PORT!ON OF JOINT FILLER ANO APPLY JOINT SEALANT. c. TOOL EXPOSED EDGES. 2 CONTROL JOINfS GENERAL, AS SHOWN ON DRAWINGS, BUT GENERALLY Af o FEET ON CEN!ERS BOTH WAYS. LOCATE BETWEEN EXPANSION JOINTS WHERE POSSIBLE DO NOT USE AS SUBSTITUTE FOR EXPANS,ON JOINTS USE ONLY ONE OF THE FOLLOWING METHODS a SAWCUT JOINT SAWCUT ONE-THiRD DEPTH OF SLAB MINIMUM IMMEDIATFL Y AFTER SLAB HAS ATTAINED ITS !NITIAL SET. b. TOOLED JOINTS ANO EDGES, JOINTS SHAU Bt TRUE TO LINE AND PROFILE. TOOLING SHALL BE DONE WHILE CONCRETE IS PLASTIC TOOL JOINTS AFTER BROOM!NG c. JOINTING TOOL, SHALL BE 2 INCHES WIDE AT SURFACE. TAPERED. WITH TOP EDGES ROUNDED TO 1/4 INCH RADIUS d. TOOL OR OTHERWISE FORM GROOVES IN HANDICAPPED RAMPS IN ACCORDANCE WITH DRAWINGS AND TITLE ?4 RF:JUIREMFNTS h. FLOATING 1. BEGIN FLOATING WHEN THE WATER SHEEN HAS D!,APPE,\RED AND WHEN THE SURFACE HAO STIFFENED SUFFICIENTLY TO PERMIT THE OPERATION 2. DURING OR AFTER THE FIRST FLOATING, CHECK THE UNIFORMITY Of SURFACE WITH A lO-FOOT STRAIGHT EDGE APPLIED AT NOT LESS THAT 2 DIFFERENT ANGLES 3. CUT DOWN HIGH SPOTS ANO FILL LOW SPOTS. AND PRODUCE A SURFACE LEVEL WITHIN 1/4 INCH IN 2 FEET AS DETERMINED BY A 2 FOOT STRAIGHTEDGE PLACED ANYWHERE ON THE SURFACE IN ,\NY DIRECTION. 4. REFLOAT THE SURFACE IMMEDIATELY TO A UNIFORM SANDY TEXTURE 5. WHERE INDICATED, APPLY COLORED HARDENER EVENLY TO THE PLASTIC SURFACE BY THE DRY SHAKE METHOD, USING A MINIMUM OF 60 POUNDS PER 100 SQUARE FEET. APPLY IN 2 SHAKES. WOOD FLO,\T AFTER EACH ANO TROWEL ONLY AFTER FINAL FLOATING. 1. FINISHING, L WHILE THE SURFACE IS STILL PLASTIC, PROVIDE A TEXTURED FINISH AS REQUIRED BY THE DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 2. BROOM FINISH: IMMEDIATELY AFTER CONCRETE HAS BEEN TROWELED AND JOINfS HAVE BEEN FORMED, BROOM FINISH WITH MEDIUM STIFF BRISTLE BROOM 3. ACID-WASHED FINISH: a APPLY WHERE INDICATED TO MATCH APPROVED SAMPLt MOCK-UP APPLY MURATIC ACID AT APPROXIMATELY lO:l RATIO ABOUf l TO 2 DAYS AFTER CONCRETE IS PLACED. IN COLD AND RAINY CONDITIONS. MORE TIME MAY BE NEEDED FOR THE CONCRETE ,0 START fHE HYDRATION PROCESS BEFORE ACID WASH CAN BE APPLIED HANDLE ACID WITH CARE TO AVOID SPILLAGE ANO STAINING PREVAILiNG WEATHER CONDITIONS Will MFECT TIMING AND STRrnGTH OF ACID WASH. DAMP CURE SLAB OR USE CURING PAPER: DO NOf USE CURING COMPOUNDS b. AFTER CONCRETE IS FULLY HYDRATED iAPPROXIMAfELY .Ill DAYSI. SEAL ACID-WASHED CONCRETE WITH TWO COATS Of C[MfNlONF CLEAR SEALER. APPLY IN ACCORDANCE WITH L M. SGOFl[lll IECH- DATA BULLETIN A-764.02. FINISHED SURFACE SHALL St UNlfORM IN APPEARANCE ANO NOT MOTTLED. ' \ 1.·1 ! I i I-' I I ' '· I' I I ·1 \ 1 : \ ! '-1 I_ , , ', 1 '. · I ', : I ' ' • .-' j ' 1 E, CITY OF CARLSBAD A VIA RA 12 zt:fftl £~f-f7 CT 89-39 D. E. F G k [IJR'NG ANO S[MING MOIST CURING, FOR NAfURAL CONCRETE, SEAL CONCRETE SURFACES BY APPLYING A UN,'ORM COATING Of SEALER IN 2 PASSES IN OPPOSITE OIRECTICNS W,THIN 2 HOURS OF FINAL PATCHING AND SURFACE FINISHiNG f IUD llUAI ITY CONTROL I INSPECTION REQUEST REVIEW BY OWNER'S REPRESENTATIVE OF EACH OF fHF FOi !OWiNG ITEMS PRIOR TO CONTINUING WITH THE WORK, • LAYOUT • FORMING • SUB-GRADE PREPARAflON ANO REINFORCING STEEL INSTALLATION • CONCRETE FINISHING I. ADJUSTING I. REMOVE CONCRETE PAVING WHICH IS DAMAGED, NOT TRUE TO LINE AND PLANE NOT PRCPERLY FINISHED, AND NOT PITCHED fO DRAIN, SUCH WORK SH1\LL BE REMOVED AND REPLACED TO !HE REQUIREMENTS Of THIS SECTION m. CLlANING 1. CONS!RUCllON _IOINTS CLEAN BY SANDBLASTING IF NECESSARY TO REMOVE EXCESS CONCRETE 2 PATCHING. PA1CH CRACKS, ROCK POCKUS, AND IIONEYCOMBS AS DIRECTED BY ARCHITECT, OR REPLACE CONCRETE TO PROVIDE UNIFORM QUALITY ANO APPEARANCE. n, PROTECTION, I. PREVENT fRAFF'C ON SURFACES OF CONCRETE P,AVING FOR A PERIOD OF 3 DAYS. PROVIDE, Ml,INTAIN AND REMOVE BARRIODES AS REOIJIRED. INTEGRAL COLOR CONCRETE: 1. INTFGRAl COLOR FOR CONCRE!E SHALL BE AS SPECIFIED ON PLANS OR AS APPROVED fllUAL 2 INTFGRALLY COLORED CONCRETE SHALL BE PREPARED AS PER THE RECOMMENDATIONS OF !HF MANUFACTURER OF THE COLOR ADMIXTURE USE OF AN ADMIXTURE SHALL NOT Rfl lf'IE !HE CONIRACTOR CF THE DESIGNATED CONCRETE STRENGTH REQUIREMENTS MASONRY WORK: 1. ALL MASONRY COURSES FOR RETAINING WALLS SHALL BE SET LEVEL. CONTRACTOR SHALL RESOLVE ~LL DISCREPANCIES PRIOR TO COMMENCEMENT Of WORK, 2 Al.L STUCCO FINISIIES SHALL MATCH ARCHITECTURE UNLESS OTHERWISE Norrn ON Pl.ANS MORTAR JOINTS: I. ALL MORTAR JOINTS SHA.LL BE PORTLAND CEMENT--LIME MORTAR lYPE "S" ANO CONFORM TO THE LA!lST ASfM STANDARD, 7 CONTRACTOR SHALL USE MATERIALS AND MIX BY PROPORIIONS ;N ACCORDANCE WITH BIA M 1-72, 3. ALL VISIBLE JOINTS SHALL NOi EXCEED 112". INTERLOCKING PAVING STONES: I. 2. MATERIALS a. b C. d, e. ALL INTERLOCKING CONCRETE PAVING STONES SHALL BE IN ACCORDANCE WITH THE PATTERN SHOWN ON THESE PLANS AND WHERE DESIGNATED, THE PRODUCTS SHALL BE AS MANUFACTURED AND SUPPLIED BY: ACKERSTONE ALL INTERLOCKING CONCRETE PAVING STONES (PAVERS) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI IN ACCORDANCE WITH TESTING PROCEDURES ASTM C-140 CEMENT USED TO MANUFACTURE PAYERS SHALL CONFORM TO ASTM C-150, SAND SHALL BE WASHED ANO GRADED, AND ROCK SHALL CONTAIN NO EXPANDED SHALE OR LIGHTWEIGHT AGGREGATES, SAND LEVELING COURSE SHALL BE A CLEAN WASHED SAND WITH 100% PASSING A NO 4 SIEVE AND A MAXIMUM OF 3% PASSING A NO. 200 SIEVE. THIS IS COMMONLY KNOWN AS PLASTER SAND. THICKNESS OF SAND LEVELING COURSE SHALL BE UNIFORM TO INSURE AN EVEN SURFACE. THE THICKNESS SHALL BE A MINIMUM OF 1 INCH ANO A MAXIMUM OF 1-114 INCHES, THE SAND SHALL BE A MINIMUM OF 1 INCH AND A MAXIMUM OF 1-114 INCHES THE SAND LEVELING COURSE SHALL BE THE RESPONSIBILl!Y OF THE PAVING STONE INSTALLER. BASE COURSE SHALL BE PER THE RECOMMENDATIONS OF THE SOILS ENGINEER, INSTALLATION, a. A CONCRETE PAVING STONE EDGER SHALL BE CONSTRUCTED TO THE DIMENSIONS AS INDICATED ON THE DRAWING, AND AT ALL LOCATIONS WHERE NO OTHER PORTLAND CEMENT CONCRETE SURFACE IS AVAILABLE TO CONFINE THE AREA TO BE PAVED WITH PAVING STONES PAVING STONE EDGER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION "CONCRETE WORK'" AND REINFORCED WITH TWO CONTINUOUS #4 REINFORCING BARS b PAYERS SHALL BE DELIVERED AND UNLOADED AT THE JOB SITE ON PALLETS IN SUCH A MANNER THAT NO DAMAGE OCCURS TO THE PRODUCT DURING HAULING, HANDLING OR UNLOADING AT THE JOB SITE PAYERS SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS BEFORE INSTALLATION c, CUTTING OF PAVERS MAY BE DONE WITH EITHER A DOUBLE BLADED BREAKER OR A MASONRY SAW, HOWEVER. SHOULD CUTTING BE REQUIRED IN PRECISION DESIGNED AREAS, A MASONRY SAW IS RECOMMENDED, d. INSTALLATION SHALL START FROM A CORNER OR STRAIGHT EDGE AND PROCEED FORWARD OVER THE UNDISTURBED SAND LEVELING COURSE, PAVERS SHALL BE INSTALLED HANO TIGHT AND LEVEL ON THE UNDISTURBED SAND LEVELING COURSE 3. 4. 5. e f. STRING LINES SHALL BE IJSF.D TO HOLD PATTERN LINES TRUE. PAVING WORK SHALL BE PLUMB, LEVEL, ANO !RUE TO LINE AND GRADE: AND SHALL BE INSTALLED TO PROPERLY COINCIDE AND ALIGN WiTH ADJACENT WORK AND ELEVATIONS. PLASfER SAND SHALL BE SPREAD OVER THE INSTALLtD PAYERS A.ND SIIALL BE SWEPT INTO THE JOINTS AND EXCESS SAND REMOVED FROM SURFACE ARtA AND DISPOSED OF OFF SITE. A ROLLER VIBRATOR OR PLATE VIBRATOR SHALL BE usrn TO COMPACT THE PAYERS AND TO VIBRATE THE SAND DOWN INTO THE JOINTS BETWEEN THE PAVERS, g, THE COMPLETED PAVING STONE INSTALLATION SHALL BE WASHED DOWN AND Cl FAN ED TO PROVIDE A CLEAN, FINISHED INSTALLATION WALLS : A. GENERAL: All MASONRY COURSES FOR RETAINING WALL SHALL BE SET LEVEL. CONTRACTOR SHALi RESOLVE ALL DISCRf PANCIES PRIOR TO COMMENCEMENT OF WORK 2. ALL STUCCO FINISHES SHALL MATCH ARCHITECTURE UNLESS OTHERWISE NOfED ON PLANS. 3. ALL WALL FOOTINGS SHALL BE ON COMPACTED FILL PER RECOMMENDATIONS OF SOILS ENGINEER 4. TOP OF WALLS SHALL BE CONSTRUCTED LEVEL UNLESS OTHERWISE IN91CA1ED ON Pl ANS. 5, WALLS SHALL BE INSTALLED PRIOR TO WALK INSTALLATIONS 8. MORTAR JOINTS, I All MORTAR JOINTS SHALL BE PORTLAND CEMENT --LIME MORT,AR TYPt "S" AND CONFORM TO THE LATEST ASTM STANDARDS 2. CONTRACTOR SHALL USE MATERIALS AND MIX BY PROPORTIONS IN ACCORDANCE WITH BIA Ml 72, 3 ALL VISIBLE JO;NfS SHALL NOT EXCEED 1/2" C. TILE WORK: ALL MATERIALS ANO CONSTRUCTION TECHNIQUES FOR TILE INSTALLATION SHAU. CONFORM WITH THF LATEST ASTM AND ANSI STANGARD SPECIFICATIONS fXCEPT WHERE LOCAL BUILDING CODES OR ORDINANCES SUPERSEDE 2, MORTAR BOND COAT AND GROUT SHALL BE LATEX PORTL~ND CEMENT CCNSULT WITH THE MANUFACTURER FOR DIRECTIONS, 3. EXPANSION JOINTS SHALL BE LOCATED AS PER PL.A~S ANO DETAILS INSTALL AS PER DRAWING #EJlll-87, "HANDBOOK FOR CERAMIC TILE INSTAlLATION" PUBLISHED BY Tiff TILE COUNCIL OF AMERICA, METALS : A. STEEL AND IRON: B. L ALL STRUCTURAL STEEL ANO MISCELLANEOUS :RON SHALL CO~FORM ro ASTM A-36. ALL REINFORCING BARS SHALL CONFORM TO ASTM 615-GRAOE 40. 2, ALL WELDS SHALL BE CONTINUOUS AND FREE FROM IRREGULARITIES ALL EXPOSED CUTS AND WELDS SHALL BE GROUND SMOOTH, ORNAMENTAL IRON FENCES: l, 2 ORNAMENTAL IRON FENCE, POSTS, HARDWARE AND ACCESSORIES SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM SPECIFICATIONS A,123-85 "ZINC I HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS', AND ASTM A, l 53-82 " ZINC COATINGS iHOf-OIP) ON IRON AND STEEL HARDWARE" AS APPLICABLE. ALL GALVANIZING SLAG SHALL BE REMOVED FROM METAL SURFACES, PRIOR TO APPLICATION OF PRIMER Al L METAL SURFACES SHALL BE CLEANED WITH ANCHEM METALPREP 79 OR EQUAL BY FULL IMMERSION, FOLLOWED BY IMMERSION IN ANCHEM GALVPREP SG-3 COATING CHEMICAL OR EQUAL. IN STRICT ACCORDANCE WITH FACTORY PROCEDURES AND INSTRUCTIONS. l PRIMERS SHALL BE 'AMERITONE' #54 IRED) AND AMERITONE' #56WE01 (WHITE) APPLY ONE 11) COAT OF EACH TO METAL AS SPECIFIED BY THE PAINT MANUFACTURER, PRIMER SHALL BE APPLIED 10 CLEAN, OE-GREASED, UNPAINTED, BARE METAL SURFACES ALL WtlllS SHALL BE CLEAN AND FREE OF SLAG CARPENTRY: A. GENERAL: 2 3. 4 5 6 7. ALL LUMBER SHAl . .l BE AS SPECIFIED ON THESE PLANS. LUMBER SHALL BE GRADE MARKED AND SHALL CONFORM WITH THE STANDARD GRADING AND DRESSING RULES Of IHE WEST COAST LUMBER INSPECTION BUREAU. OR THE CALIFORNIA REDWOOD ASSOCIATION. ALL NON-VISIRLE STRUCTURAL LUMBER SHALL BE STRAIGHT AND IRUf W!IH MINIMUM AMOUNT OF KNOTS AND OTHER DEFECTS, ANO SHALL BE REASONABLY DRY, AND SHALL BE PRESSURE TREATED DOUGLAS FIR UNLESS OTHERWISE STATED VISIBLE PIJR flONS OF WOOD CONSTRUCTION ITE\1S SHALL BE STRAIGHT AND TRUE. R[ASONA31Y D,Y KNOT FR,E, AND SHALL BE REDWOCD UNLESS OTHERWISE STATED ALL NAILING SHALL CONFORM TO THE UNIFORM BUILDING CODE NAILIN(; SCrfr.lJIJlF, HOT-DIP GALVANi?ED ~,111.S SHALL BE USED FOR ALL NAIi.iNG, FINISH NAILS SHAU Ht IISFO FOR Al.L EXPOSED JOINTING AND MITERED CCRNERS AH WOOD Slll,LL BE FREE Of HAMMER MARKS AND BENT NAILS, MASK OFF VISIBLE WOOD WHEN INSTALL NG CONCRETE WORK AS APPLICABLE" PRE DRILL All LAG BOLi HOLES TO PREVENT WOOD sn1:s NAILS, BOLTS, ,4ND WASHERS ARE TO BE HOT-DIPPfD GALVANIZED UNLESS OTHlRWISE .~OTEO GALVANIZtO METAL FASTENERS SHALL BE USED AT ALL CONNECiliJNS BFTWEEN BEAMS ANO l'OSIS, RAFTERS AND LEDGERS, POSTS AND FOOTiNGS (UNLESS fLAl:POLFOi UNI.FSS NOTES ON THE CONSTIWCTION DETAILS REQUIRE THEIR OMISSION, 2G JAN 97 2nd_ Subm_Lt'.c_1,! 31 MAR 97 3rd Submillal -···' ··-··. , .. , . 6. 7. 8. 8 METAL FASTENERS SHALL BE GALVANIZED AND PAINTED TO MAfCH ADJACENT WOOD PRIOR TO PAINTING, GALVANIZED MAftRIALS SHALL BE TREATED WITH "GALVA-WASH" (OR ECUIVALENTI, AS PER MANUFAC!URER'S SPECIFICA!IONS UNLESS OTHERWISE STATED, ALL H~,RDWARI:. Sf'AI.L BE GALVANIZED. 9 DO NOT BUILD OVERHEAD PAIi() STRUCTURES UNTIL ROUGH GRADE HAS BEEN ESTABLISHED ,AND COMPLE fl:.D. PA INTI NG/STAINING/PRESERVATIVES: ciENERAL ALL STAINING, PAINTlNG ANO PRESERVATIVES SHALL BE EVEN AND FREE Of RUNS AND STREAKING I. PAINTING METAL a Al.L EXPOSED METAL SURFACES DESIGNATED AS BEING PAINTED SHALL RECEIVE rwo 121 COATS OF SPECIFIED PRIMERS AND TWO (2) COATS Of 'AMERITONE' #800 INDUSTRIAL OIL BASE" PAINT, SEE PLAN FOR COLOR 7 STAINING '11000 a ALL WOOD DESIGNATED AS BEING STAINED SHALL BE UNIFORMLY COATED fO THI: SATISFACTION Of THE OWNER WITH SPECIFIED STAIN OR A.PPROVED EQUAL. CONTRACTOR SHALL STAIN ONLY EXPOSED SURFACES. SEMI-TRANSPARENT STAINS SHALL NOT BE APPLIED TO THE POINT OF BEING OPAQUE. WOOD SHA!_!_ NOT BE PRIMED b. STAINING ALL WOOD (FENCES OVERHEADS, BENCHES, ETC) SHALL BE STAINED 10 MATCH BUILDING TRIM. VERIFY ALL STAIN TYPES AND COLORS WITH OWNER'S REPRESENTATIVE'S PRIOR TO CONSTRUCTION. DO NOT PR ME OR PAINT STAINED WOOD. 3 WOOD PRl:SERVATIVES: a APPLY 'WOODLIFE' (OR APPROVED EQUAL) ACCORDING TO MANUFACTURER'S RECOMMENDATIONS TO ALL VISIBLE REDWOOD UNLESS OfHt?WISE STATED POOL, SPAS, AND WATER FEATURES: A. POOL AND SPA: I. POOL AND SPA INFORMATION SHOWN ON THESE PLANS IS SCHEMATIC CONTRACTOR IS RESPONSIBLE fUR All UTILITY AND PLUMBING CDNNECTIGNS, NECESSARY PERMITS. ,\ND INSPECTIONS POOL AND SPA CONSTRUCTION SilALL CONfORM TO HE MINIMUM STANDARDS OF THE LOCAL GOVERNING CODES AND REGULATIONS 2 PRIOR TO CONSTRUCTICN, SUBMIT SPECIFICATICNS ON ALL, POOL AND SPA EQUIPMENT FOR APPROVAL TO OWNER'S REPRESENTATIVE. 3. POOL AND SPA SURFACE FINISHES SHALL BE AS SPECIFIED ON PLANS, 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL RELATED POOL EQUIPMENT AND ENCLOSURES WITH THE OWNER PRIOR TO INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACl'MENT OF ALL ITEMS DAMAGED OR REMOVED DURING CONSTRUCTICN GUARANTEE: A. ALL CONSTRUCTION WORK SHALL BE GUARANTEED AGAINST ALL DEFECTS OF WORKMANSHIP AND MATERIALS, INCLUDING SETTLING OF GRADED AREAS, FOR A PERIOD Of ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE (COMPLETION) BY OWNER. /J A 5 BU r ii : ,\ \ ' i \' ) 1 I \ \ 'i' ! \ i ; 1 7 CITY OF CARLSBAD A VIA RA 12 CT 89-39 I • I • ' ' ' • • • • ' • I • I ' • • ' ' ' • • • \ '-·············· w _J u 0::: u 0 0::: m LL 0::: :::J l/) ••• IRRIGATION LEGEND $YMBDI II MANUFACTlJBEB RAINMASTER WATER CONSERVATION SERVICES WATTS WILKENS DESCRIPTION llEIAll. WATER METER • s'EE PLAN FOR SIZE. Ni A AUTOMATIC CONTROL I ER A/25 & C/25 AUTOMATIC RAIN SHUT OFF f,125 llf:,ill;_f BEDlJCEP PBESSlJBE BACKE! OW .B/25 ASSEMBLY PRESSURE REGULATOR DATA INDUSTRIAL FLbW SENSOR B/25 E/25 E/24 BARRET KING BROS. IND. RAINBIRD SUPERIOR RAINBIRD BOOSTER PUMP !ILOCKEP TRIIE IINION BAI I F/25 ~ .. QUICK COUPLER VALVE MASTER VALVE H/25 0/25 ELECTRIC REMOTE CONTROL G/25 lliYf ·····--··-··------·-···-·--·-·-··--0 ......,,- 'r"--J1{f 1j __________ _ J\ I I I I I • I I • • • ~ • 11/2 WATER METER 'El' CONTRACTOR SHALL VERIFY WATER PRE SURE OF 113 P.S,I..AT AN ELEVATION OF 289 FT. • 1 1/2' WATER METER 'B' CONTROLLER 'B'. SHEET 1B WATER METER TO BE VIDEO BY ELEVATION OF WATER METER HYDRAULIC GRADIENT LEVEL STATIC WATER PRESSURE MAXIMUM DEMAND NOTES: SEE IHEETI SEE IHEETS 24•25 26-28 36 STATION AUTOMATIC CONTROLLER 'D' INTERIOR WALL MOUNT 36 STATION AUTbMATIC CONTROLLER 'C' INTERIOR WALL MOUNT 36 STATION AUTOMATIC CONTROLLER 'B' ' I. \ INNALHM 289' 550' 113 P.S.I. 55.5 G.P.M. FOA IFIAIGATION DETAILS I LEGEND FOFI IAFIIGATION SPECIFICf<TIONS \ . \ • •. .... .... ·,. .... .... .... ..... ... .... . .. .. ...... --........... -- . . _ _,...._ __ -- I . I • I --.--- NOTE: f'.C,.. -fk,f:, Of GU~ PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, · ETC., SHALL BE LOCATED IN LANDSCAPE AREAS: NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. ~ <'.l!.G.I). -G/U\GI<--.:.C,Uf'(..1"'6-VPt\..ve !Z-.c.. v. -~n, u~ I/JIL.v"e, "AS BUILT 11 C:XP. REVIEWED BY: 1 6 APPROVED roR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTI\/G AREAS ..=£-_c_✓#=/------+~----J-Ccf::--~--_ /2 · t-1~ __ , INSPECfOk DAT~ 1--~---+-----------+--------t---t---------t--i r-_-__ S1HE8_E_·_r ____ ] CIT y OF CARL s BAD ; I Sf'.4c3TS I PLAN~ING □EPAHIMENT 1---+---+---------------+---+--+----t----J :.::-~=-'=====~=-=--=-=--~----~------. ----------+---+---+---f------l A VIARA PLANNING AREA .12 CARLSBAD TRAC 89-9 I •••• -------· f-- ~ :=J 0 u _J <( 0::: ::£'. u <( _J co ••• --·· \ ••• !,. •••••• ------\ •• "1/Jt ' ' I • • • • • • •• ... .... 1 /0 ,' ~ ' NOTES: SEE SHEETS SEE SHEETS A-\ . I .o . 24-25 26-28 1 FOR IRRIGATION DETAILS I LEGEND FOR IRRIGATION SPECIFICATIONS • • • • I • IRRIGATION LEGEND SYMBOL MANUFACTURER DESCRIPTION JlEIAll. II ~ RAINMASTER WATER CONSERVATION SERVICES WATTS (]J WILKENS WATER METER· SEE PLAN FOR SIZE. NI A AUTOMATIC CONTROLLER A/25 & C/25 AUTOMATIC RAIN SHUT OFF A/25 lIB'IC.E REDUCED PRESSURE BACKFLDW B/25 ASSEMBLY PRESSURE .REGULATOR ® DATA INDUSTRIAL FLOW SENSOR 8125 E/25 E/24 @ BARRET Eft KING BROS. IND. 0 RAINBIRD ~ SUPERIOR ,.. RAIN BIRD BOOSTER PIIMP BLOCKED TRUE UNION BAIL F/25 ~ .. OUICK CO\IPL EB VAi VE MASTER VALVE H/25 D/25 ELECTRIC REMOTE CONTROL G/25 VALVE 1' WATER METER 'A' CONTRACTOR SHALL VERIFY WATER • PRESSURE OF 115 P.S.I. AT AN ELEVATION OF 285 FT, .J •• -~-~ ~ • .,97,..~.,( I I I I I I I "'" I II / I I I 96.059 rRUEcT 21 OCT 96 D~TE BA ok..wN I I I I I I • I I I I • I • I I I I I • I I I I I I I I I I • ,' fr; I • ~ I I-. : /.JJ ,' /.JJ , .t- : 0, I : /.JJ I /J./ ,' 0, I ' •• /J./ I ~ I I I I I ' 8 STATION AUTOMATIC CONTROLLER 'A' C PEDESTAL MOUNT 25 • 1' WATER METER 'A' CONTROLLER 'A', SHEET 20 WATER METER TO BE PROVIDED BY CONTINENTAL HOMES ELEVATION OF WATER METER 285' HYDRAULIC GRADIENT LEVEL 550' STATIC WATER PRESSURE 115 P.S.L MAXIMUM DEMAND 36.5 G.P.M. NOTE: i • • I • FOR IRRIGATION IN THIS AREA SEE CITY OF CARLSBAD DRAWINGS PLANS ARIE blAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTER$, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS: NO IRRIGATION EQUIPMENT 8HALL BE.LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHEIJEVER POSSIBLE. ~ 0 4 8 1 6 I • I I • I • I • I I I I I I I • I I • • I • NO. 295-IL (PROJECT NO. CT-85-35D) DATED 5-31-89 . p.o.e,. -1"01,JT of' <-ON>IU.T10'4 (¥G.,/. -G>ui<I<-£.,.if'l-lNG-~ fZ..(,. ~. -Ui,,t~ utJ'fk>i. ,Jl'Wf, P . .:. ~--ro<>IT bf. e..i-.ve tt:e-111~ APPROVED FOR Pl.ANTING AND IRRIGATION ONLY, IKCLUDIKG PRECISE JOCATION OF PLANTING AREAS 11 AS BUILT" RFVIFWED BY: 11/u/t;~ lj Jtj_fi. o ATC _L:._.tE~"er~¢.... ___ .. ····-;2. t·Z8 !~SPECTOR DATE ~. ~y .. OF CARLSBAD I SH4E3TS i 1-----+---+-------------------1----+---+----4 ~ L.":_' Pl ANN I NG DEPA,TMENT 28 JAN 97 2nd Submittal 1 MAR 97 3rd Sutm,ttal: : 1111&4f z."6 sua ~I!,. 11/vJqf, 15-'< DATF .NIT:AL 11/(J/11,__JU-1 .. 'AS~.c.•' _____ _ PRINTDA!tlAt\llSIONS PfllNTDATE,AE\'ISIONS i:NCJN~E:.R DF W:JRK LA : FiiffdA,J IJN Pl ANS· FOR: : A VIARA PLANNING AREA 12 CARLSgAO TRACT 89-39 I ' I UJ ~ / / 6t3 , / f) 8] "I / \\\ IRRIGATION LEGl:ND \ SYMBOL MANIIFACTIIRER PE$CBIPT!ON M .,11111! RAINMASTER @ WATER CONSERVATION SERVICES @) WATTS ® WILKENS ® DATA INDUSTRIAL ® BARRET EB KING BROS. IND. ® RAINBIRD ~ SUPERIOR T RAINBIRD WATER METER· SEE PLAN FOR SIZE AUTOMA\ QOOIBQLLEB A/25 & C/25 AUTOMATIC RAIN SHIIT OFF A/25 QfY!Qf \ ' REDUCED PBES~URE ASS:EM.61.Y \ PRESSURE REGULA¼R ' FLOW SENSOR \ BOOSTER PUMP \ BACKFLOW B/25 \ 8/25 E/25 E/24 BLOCKED TRUE UNION BALL F/25 um .. QUICK COUPLER VALVE MASTER YAI YE \ H/25 D/25 \ \ \ I \ ELECTR'IC REMOTE CONTROL VALVE , G/25 \ • !. ••• -.c-.... \ \ I I . •I'.... \ • : • • -----: : • • -• i • • • • • • -• ---• • • = • • • • -• • ::a,111 1111111 • ! • -• • • • I ; C: n------ . . . . . . . . . . ':·~~·· • -.~.~t~i~~-~ti, .. ~·· .. ~ .. .;..~ . MAT HLINE-SEE SHEET 0 '0-. ''~"9 " . <; -. :_:) -/' . V (y~ I 19 • • • • • • • • • • • • • • • • • • • • • • • • • • I ■ •••• t_•••••••■ ■■■■■I■■■■■■■-■■■■■■•■■■-■■ ■a ■ a ■■■•••■ ............ f ·~ NOTES: SEE SHEETS SEE SHEETS 24-25 26-28 ' fJ ~ ~ er: ~ <r: /Y') 0 m" ~ ~ mm GJN /I II LLQ LL \ \ 17. 'I- \Vi" ~1.D 2A '1+ FOR IRRIGATION DETAILS & LEGEND FOR IRRIGATION SPECIFICATIONS " I 96.059 '"'" 21 OCT 96 TE BA ''" ~ t:u]j r., ~ O' N \\ u. le. CJ cD [') --u 0 l.() . . N~ a, a, NN I\ I I u... D.- p,o.e,. -fo,>-l-r of' .::.o .. ..ie,:,,.-,..i <:\>,C,v. -QI.ILGI<, "-""P(,11.JG, \/AL.Ve. \Z-. C, V, -\2,f;.l,\on: G<>N\ltO'-1/AIAJI!:, Fc.v;. -f">•"'"I" <>I" "'"~ 12-en1p;.1 F. c. -!"-J>Ge <>I" e "1Ll'- a: L) [') 0 OL0 • . •I; <O CY'(Y' N C-.j \\ 'i\ u... D.-u... u... ~ ~ • 31 MAR 97 3rd ubrrillal -I/ r,/1~ 1, ., 'Aft111•~:--i~c,1~~=~--- P~1m ~,Alf : R[Vl~ION'> PRI~ T DATE: REVISIONS ENG I NEER or WORK I' z - REVISION DESCRIPTION SHEETS 8,23,31,40 SHEETS 6,21,35,36 • • • • ---------• -- I I I I I MAP LOCATION (N. T.S. I I I I I y I •••••••••••••••••••••••••••• FF ;~8 6C '-""-_. m,/\".,f.lv'!J-1 I 0 -. C ( R ) "1A ,;, ~~@;!..5 .L---- 1 D \R ) !i t= t= ::::2 8 9 • "? 0 p ::::2 8 9 • 4 L.--~0~--- . . Oa, U' cD ,J N I I \1 u... D.-~ u... : (Jl I I I :J: ' rn,, •ml :-1 I I / I • I • • • I ' I I • • I I I I I I I I I • I I NOTE: PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC., SHALL BE LOCATED IN l LANDSCAPE AREAS: NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEVER POSSIBLE. ~ 0 1 0 2 0 4 0 BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS R 1_ A __.,Z,<=-1 _,_,.t;=---E X P • DATE REVIEWED BY: L--~~ INSPECTOR LANDSCAPE J~RIGATION PLANS FOR: AVIARA "PLANNIN·G AREA 12 APPROVED .t-1/-17 ASSIS TANT DATE h> OWN BY: PROJECT NO, DRAWING NO. DATE INITIAL INITIAL CHKO BY: CT 89-39A 350-9L OTHER APPROVAL CITY APPROVAL RVWD BY: ,· • -+--+-+----------------# __________________ ....,.__ _______________ ....., ________________________________ ____, ________________ _:,,.._ ________________ , __ -_________________ --t~➔- --------.(• ••• I I I I \I • . 'j-I ' • I 8 6• , • I ~ '11/,t I I I I I •• I I I .... ,, .............. . I FFfS~.;o· F=288 .. ; P=28 7. 6 1 J.( R ) ~ ~ 5 I :,; a:: . ~ ~ cG \YI 0 cO~ . cO cO OJ CD NN I', II [5 LL [L LL 2 r,-.......:::;:: , ' 1'c I ---.c.._ 2 I -2 I I I ' I I • -------...A. ----------.... , .. ,, = .• ,,,ll'h,....,. ~tV F =2 8 7. 1 P=Z.86.6 2A FF=2 85. 70 P=285. 2 ~31.------' ,.._ ___ __, • • cc 0) N (",~ \\ '11, U--U- ~ 285, 3 "FF~28~.5 r' -2 s 4 . s 1 C ( R l rii"-1----,~ L.;;;;=.J..----..11' 2C(q) FF =85. 6C P=2 8 5. 1 ,...._____,§ ==---.... NOTES: SEE SHEETS SEE SHEETS 24-25 26-28 • cD L.0 COro NN I! II LL[L '-'-- l"O R FOR 1'1 t'k IRRIGATION IRRIGATION F"~zas. co , r: cc:2 s 8 10 / P-2aa .'os ~--Lt/ @~s r----..LJ \..' ~ Y"' (o' 0, "" 0, '0. / .<' r/) /' ~-'ti ?c9 c9 6' ,-' • c9' Jo . . . ~,:,. ·~"Pl ~:. ... ·" . . ----- ~ ~/ I r-- ----1 /V ·::J::• ._/ -u-n ~ \ \ \ \ 1....----N N CfJ CfJ cD •cD . I IRRIGATION LEGEND SYMBOL MANUFACTURER PESCRIPT!ON PE.IAJL II WATER MEIER-SEE PLAN FOR SIZE N/A ii.""! @ RAIN MASTER AUTOMATIC CONTROLLER A/25 & C/25 WATER CONSERVATION SERVICES @) WATTS WILKENS AUTOMATIC BAIN SHUT OFF A/25 WJl.:.E REDUCED PRESSURE BACKFLOW 8/25 ASSEMBLY PRESSURE REGULATOR DATA INDUSTRIAL FLOW SENSOR B/25 E/25 E/24 \ BARRET KING BROS. IND. RAINBIRD SUPERIOR RAINBIRD SHEETS 5,20,33,34 \ BOOSTER PUMP BIDCKEP TRUE !INION BALL F/25 'llli'l:. .. QUICK COUPLER VALVE MASTER VALVE H/25 0/25 ELECTRIC Y.6l.'Ll; REMOTE CONTROL G/25 SHEETS 7,22,37,38 SHEETS 6,21,35,36 MAP LOCATION (N, T,S.) NOTE: P,e>.c:,. -!'e>1r-lt oF c.,,,JN6c:nPN &,.c... 1/. -QlllGI'.-C.t>Ul"C..ll'lb-\/A,1--1/f;. 12-. c.. v. -U)"!O're .:.i>>1ttto1--VA1.-11e. r. c.. ii-. -f' ,.,..i,-.:,f .::-ii~vB JZ-e.TUTt+l l';C:... -p1><.,1; c:)f' ?~ PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS: NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEV 4~ 0 1 0 20 "AS BUILT" 4 0 Et) APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DATE EXP. REVIEWED BY: __:L~-~.E4/2';,c--x./:=✓=----/Z-· 1:-tb INSPECTOR DATE I 1----+----+----------+-~t------+-----t--tl SH2EE1T I CITY OF CARLSBAD ~3 PLANNING DEPARTMENT ~ ~==='..':::::::==========--===~ LANDSCAPE IRRIGATION PLANS FOR: I" DETAILS & LEGEND SPECIFICATIONS 96.059 ORO.JECT 21 OCT 96 CATE BA ORAWN 28 JAN 97 2nd Submittal A I 1/IJ/lft 'I~ All &1110-~---- 111111 DATE :N; TIAL llh,I,/'/& Z~ -;-gr, A.&. PRl~T [l~F IRFYSl(lN'l ~., .. ,,,-,c,..,-,~,,,"'","""'°""''---1 ENG I NEER OF "NORK : i AVIARA PLANNING AREA 12 REVISION DESCRIPTION DATE INITIAL OTHER APPROVIL OWN BY: CHKD BY: ___ _ RVWD .BY: PROJECT NO. CT 89-39A DRAWING NO. 350-9L ff_,...,,,,._,, _______________ ___.,_-J' _______________ ...... ......_ ________________________________ ..:':;.. ___ ----------~----'--..:\~(J:::::... ... -~----.. ---.. -.. -.. -.. -.. -"-------·-•_~_.•·_· _, ___ ,-,:~ '"""""' ,// ..- IRRIGATION LEGEND SYMBOL MANUEACIUBEB C!ESQBleIIQ~ l2EIAfL M WAfEB METER· SEE PLAN FOR SIZE. NIA .'!I! RAINMASTEA AUTOMATIC CONTROLLER A/25 & C/25 @ WATER AUIOMATIC RAIN S~UI Off AJ25 CONSERVATION WIQE SERVICES @) WATTS BEQUCEO PRESSURE BACKE! Q\11' B/25 !Sfil'.Mfil.Y ® WILKENS PRESSURE REGlllAfOB B125 ® DATA INDUSTRIAL FLOW SENSOR E/25 ® BARRET BOOSTER PUMP E/24 EB KING BROS. IND. BLOCKEQ IBUE UNION SALL F/25 YAk'LE. © RAINBIRD QUICK COUPLER VALVE H/25 ~ SUPERIOR MASTER VALVE D125 "' RAINBIRD ELECTRIC REMOTE CONIBOL G/25 i'Aill • 0/ l1it1·,1-\, .. . . . ,-i,~ . '• . ·. ·: 11,. . ·. _?.: .. · . . -.~,,,.... ·. ·_ ... ~~. ·.' ,.. . . . . ~ . . • . . . • '>',>, . ·. . . . · .. '. .. · .. '##.. -~ ;.',~, " ~ '\ "' . "- I>-. (o O;, :':>. -1/ '1.,-Cl, O;, -1/ ·: • .... ...., /) ,, J ,. ~ 7, :,.:,,.9 ss 7. "> .... / ,,, '~, .,• ,, . , "" ~ r-:---:;-;,..,__, ., ,,.., e, ·Vi •" r .. .,• ,"~~~ <--:n , .. 1/ ', 1/ / ' / ;" t-"--,,,·c.,itc-' ..... , # !I/ill , I , I •• I • • l.," #/ # # 059 "'"'" 21 OCT 96 m BA / # NOTES: SEE SHEETS SEE SHEETS .. ,,. ,,,. ,,,, .. ~.,, '\ \\ ~ ~ ~ cO c' u' . I •c0 ·--.c.:. ~ _.> .... .. .... .. ~, ## .... , ., ..... ,, ; .. .... ...... ,, ., .... ., / .. it, .,; ... ,..,J / ,.. ., ,., / ,.. # J .... # .,,...,. , .. , #' ## • d:-"' .. # ,,_o ., lo .... .,• ·•'# .... .... ,, / /~ // //: " ........ .,, # -~· .. ~ : I i. , .... , .. ,, .. -; f\,,-:r.:,:,-:,,nr....u..: .... / SHEETS 5,20,33,34 SHEETS 7,22,37,38 SHEETS 8,23,3!,40 SHEETS 6,21,35,36 ~/:: , .. ·. p,,:,.,:.,. -,,.,,,..i-r ""° "'-<>l-ltJt..:.Ti.>i-i ~ . .c.. \), -0 <hGI<--GOUf't.l~ IIAI-Vl!.- (2..C, \). -UMo-rt ~f'JZ-t>i.-v,.'-"~ f'.C,'\Z, -'j'O,t,11"' cf', ~i<,JE;. U,11(,Zr,j t=-.l:.. -F~ of" "'--LI~ MAP LOCATION IN. T. S. I EB 24-25 26-28 / " .· ' FOR IRRIGATION DETAILS & LEGEND FOR IRRIGATION SPECIFICATIONS NQif; PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS: NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. GROUP '✓ALVE BOXES AND LOCATE IN SHRUB AREAS VHENEVER POSSIBLE. 0 1 0 ~ 2 0 4 0 "AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 1'tttk--II/ IJ(ft, l{'ft/(JIJ DA TE REVIEWED BY: L./¥¢, INSPECTOR LANDSCAPE IRRIGATION PLANS FOR: A VIARA PLANNING AREA 12 OWN BY: PROJECT NO. DRAW I NG NO. CHKD BY: ___ _ RVWD BY: CT 89-39A 350-9L ( ,,--+-1---4-----------_____________ ....,,.__ __________ ~_.._ _____________________ ~----------~------------ IRRIGATION LEGEND SYMBOL MANUFACTURER II ~ RAINMASTER @ WATER CONSERVATION SERVICES @) WATTS (!'J 'MLKENS ® DATA INDUSTRIAL @ BARRET 87 KING BROS. IND. @) RAINBIRO ~ SUPERIOR ,, RAINBIRD DESCRI PIIQN .P.E.IAIJ. WATER METER • SEE PLAN FOR SIZE. NIA AUTOMATIC CONTROi i ER A/25 & C/25 AUTOMATIC RAIN S~III OFF A/25 ~ BEDllCEIJ P.BESSl!BE BAC~EI QW. B125 ASSEMBLY PRESSURE REGULATOR B/25 FLOW SENSOR E/25 BOOSTER PUMP E/24 BLQC~EP TRUE UNJQN BALL F/25 l!Afil, OlJICK COllPLER VALVE H/25 MASTER VALVE D/25 ELECTRIC REMQio CONTROL G/25 VALVE • 1' WATER METER 'D' CONTROLLER 'C', SHEET 23 ' WATER METER TO BE PROVIDED BY 1.A.C. ELEVATION OF WATER METER HYDRAULIC GRADIENT LEVEL STATIC WATER PRESSURE MAXIMUM DEMAND 41,.'7 , 1' WATER METER 'D' .CONTRACTOR IFYWATE 292' 550' 111 P.S.l 50.1 G.P.M. , ,, , 1~, \~--- _____------:;:>~~ ~-.,,,...-----· ........ ., ... ---.. ,.... .. '" f'l,tr.11111111 r"•"' ,,-',!i:-,,,.., ,,' ~ , . , .,,_o ,, ii., / / "' : ' "'-,_ . ' ' ,#~ ", .,, ,,, ,, 1" WATER METER 'C' CONTRACTOR SHALL VERIFY WATER NOTES: SEE SHEETS SEE SHEETS I I I I I 18 24-25 26-28 PRESSURE OF 111 P.S.I. AT AN ELEVATION OF 293 FT. FOR IRRIGATION DETAILS I LEGEND FOR IRRIGATION SPECIFICATIONS 96.059 '"~" 21 OCT 96 DA'.E BA DAAWN PRINT DATE; REV'ISIONS 31-0 ( ,.,,, -~•'i11u "' \ 't..t1;, . . \' ' t. ' ' . \ \ ~, r _,.-· . : : .. . . . ~'-·•-·•. > __ ~ -: · •. _-. ' . . . \ y ..., \ SHEETS 7,22,37,38 SHEETS 8,23,3!,40 MAP LDC AT I ON ( N. T. S. l ~~z I F' i!OM f'""-e-<>F' WAt-v 1'1'1'1"-4'-F'oJ<-At.L, t1Ali-/Ut-le \'o. ~ ~ I. ------------,,,..._-...,,....--..._jl-..--.....,,,.--,""' CZ, Y,. \_ A'> 6tJ lt,-r i1Z-l'-\&,,A'J1Di.J l-l¼ef!O ~~ ~P~.o~,G-==-~_~P~o-,~~-r-'--'b-F~U>-'--->1-~-ec.;-"-,~~~---- ~, CZ, t,,c., 1/. -(l/tlld--C::,,,cJf'L,11-16-v'At,Ve. \ ~ \Z-.<--\1, -Ul'11>1e """'~ Up,vvt, C, Y,. \ ?.c.,tt,. -,Pb11lf' 01' c.,,,lf!'-\/e-!Ze-l'&./~ \\ ~ ~..9..9 ••••••••;.• ~5 F,,;,, -F~f:-,,,,:; t:-ll~ ---_I ~ ,,_,, . . • ....,,,, ...... '-''' ... -,,,., I _, ~ O' /), l' r ;7.<, 1" ~ER METER 'C' CONTROLLER 'C', SHEET 23 WATER METER TO BE PR VIDEO BY I.A.C. ELEVATION OF WATER METER HYDRAULIC GRADIENT LEVEL STATIC WATER PRESSURE MAXIMUM DEMAND t,,f ~ ' '1 I • I I I I I I I ···------------ 293' 550' 111 P.S.I. 47.SG.P.M. ....______, <tD.':, fil1If_; l'LANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC., SHALL BE LOCATED IN LANDSCAPE AREAS: NO IRRIGATION EQUIPMENT !lHALL BE LOCATED IN HARDSCAPE. GROUP VALVE BOXES AND LOCATE IN SHRUB AREAS WHENEV RP 0 ~ 1 0 2 0 4 0 APPROVED FOR PLANTING A:'-!D IRRIGATION ONLY, INCLCDING PRECISE LOCATION OF PLANTING AREAS BUILT" "AS -~---~11111& EXP. (/'.,//ff_ DA TE RC:VIEl'/ED BY: ~L.=·±~~1..,.~,c;-~:=::'..' __ /2.·f ·16 I '!SPECTOR DfrE l---+---+----------+---+--t-----t-----1 I S2HE3EC I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ~=--'===========--=====; LANDSCAPE IRRIGATION PLANS FOR: A VIARA PLANNING AREA 12 APPROVED t-rf-77 ASSISTANT P DI RECTOR DATE ow~ BY: PROJECT NO, DRAWING NO. CHKD BY: ___ _ RVWD BY: CT 89-39A 350-9L 5 I 7 NOTES: QJ WALK, CURB, HEADER, ETC @] MARLEX STREET ELL • ~ FINISH GRADE II) MARLEX THREADED ELL • 0 POP-UP HEAD I!) PVC FITTING AS NEEDED L£l CHECK VALVE IF REQUIRED 0 PVC LATERAL SUPPLY LINE ISfE IRRIGATION SPECIFiCA'IONS) [I2] [8 s· MIN. FOR AU. STREAM llUBBLERS SCH 80 P'vC fJIPPL~ • ?" MIN. FOR ALL cTHEP H~ADS • SWING JOlhT NIPPLES AND ELLS ARE:: TO BE THE SAME SIZE AS THE INLET AT HEAJ 12" or 6" POP-UP HEAD NOTES: OJ GEAR DRIVEN ROTOR HEAD 0 GALV. STRAPS-USE CLAMP w @) 21 I]) TOOL 'FAST LOCK', "PUNCH LOCK", Of-I EOL:AL CHECK VALVE IF REOUIRED (SEE IRRIGATION SPECIFICATIONS) SCH BO PVC ~iPPLE • FINISH GRADE 1/2" ~ X 30" G.IF 0 PVC SxSxT TEE CR SxT 90' ELL• • NIPPLES ANO ELLS ARE TO 8E THE SAME SIZE AS THF INLET HEAD 1 z (fJ oz -0 u I-i= 13 <( a: 1:2 lX ~ --0 ww Ul Q. U) U) GEAR DRIVEN ROTOR HEAD -~ ~~--~~~~ ---- ' 1------------------· NOTES: [JJ UNION ,21 P.V.C. SCH 80, 90" S x T FITTIN0 [II PVC RISER ]) SEE IRRIGATION Sf'EC'S FOR @] PIPE DEPTH PVC MAIN LINE I!) !3J PVC. LATERAL LINE AUTOMATIC ANTI-SIPHON VALVE WI UNION ~ 6" A80VE HIGHEST HEAD @) FINISH GRADE (SHRUB AREA) AUTOMATIC ANTl~SIPHON VALVE ~ ~-----------\~9 ---,------·---·------------~----------------------------------------------------------------------------~ NQ.JES: !~ SHRUS hEAD :Ij cr-1Ec~ VAL'Jic IF REOUlf1Ecl (SEE IRRlGAT:ON SP:::Cl~ICAT!ONS) []) i/2' SCH Ail PVC NIPPLE [i) 1/2' Fl.EX "l'PPL= 11,1,;xFft. ·,:xcAuBEn (tl,~OWN) [I} FINISH c~;i.CE ii) PVC LATERAL [.t) PVC SxS;.·T T~[ QR S:.-.1 9(Y' ~:_~ 8DDITIONAL _ _NOTE: 7 TH,S INST ALLA -:-1Ct'J IS NO, -:-c Be uSED 1N sAWN AHEAS, ADJACE~T TO HEADERS CR ADJACENT TO ANY WALKING SUF<FACE 2. ALL STREAM 3U88LEPS ON RISE~S TO BE A MIi\ OF 8" cROM .'ILL ADJACENT VERTIC SURFACl;S (i.E. WALLS, FENCES BUILDIN cTC.) rn,,,io---------l!.J I ~0 '...:J I -~-. .::9--------1!_J L ______ _ 2) SHRUB HEAD ON RISER ----------------- tl__l2IT; [j) CONTAINER HEIGHT @) ROOTBALL @) BUBBLER HEAD I.!) 6" SCH 40 RISER -·-·-"""•'--· --' --·-·'" ------,,.,_ I ·-·-·: ,.,, ___ I 'I, @) 3" DIA. PVC PERFORATeD PIPE. WRAP PIPE WIFILTER FABRIC W/3' DIA BLACK FLAT DRAIN GRATE TO BE 2' ABOVE FINISH GRADE (NOT TO BE usrn FOR SURFACE DRAINAGE) FILL WITH 3/8" CRUSHED RCCK TO BOTTOM OF RISER @) LAWN DEEP WATER BUBBLER VALVE WI UNION 6" MIN ABOVE HIGHEST HEAD PVC SCHEDULE 40 NIPPLE PVC MALE ADAPTER PVC SCH. 40 TxS 90 DEG. ELL MAIN LINE LATERAL LINE FINISH GRADE SEE IRRIGATION SPEC'S FOf-1 PIPE DEPTH SEE IRRIGATION SPEC'S FOR PIPE DEPTH. 8PDITIONAL NOTES: ALL VACUUM BREAKERS AND ANTI-SIPHON VALVES SHALL BE A MIN. OF 6' ABOVE THE HIGHEST HEAD OF THAT SYSTEM. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AGENCIES. ATMOSPHERIC VACUUM BREAKER -® (o) -:Iii II 1 1 I I! F IRRIGATION LEGEND 7 C) INNER NUMBER INDICATES MANUFACTURER ANO MODEL NUMBER OF THE IRRIGATION HEAD AND ITS NOZZLE (SEE NUMBER LEGEND BELOW) OUTER SYMBOL INDICATES IF THE IRRIGATION HEAD IS A SHRUB HEAD ON RISER, A BUBBLER HEAD ON RISER OR A SPECIFIC HEIGHT POP-UP HEAD (SEE SYMBOL LEGEND BELOW) MAXIMUM !:lQ. MEG. MQDELNQ. DESCRIPTIQN A.8..Q RADIUS SPACIN(;, GPM 51 1 RAINBIRD 1800-SERIES-SQ-FLT 8' SPRAY HEAD roo 8' 8' 39 30 2 RAINBIRD 1800-SERIES-SH-FLT 8' SPRAY HEAD 180° 8' 8 79 30 3 RAINBIRD 1800-SERIES-BF-FLT 8' SPRAY HEAD 3000 8' 8' 157 30 4 RAINBIRD 1800-SERIES-8-VAN 8' VARIABLE ARC VARIES 8' 8' VARIES 30 SPRAY HEAD 5 RAINBIRD 1800-SERIES-10Q-LA 10' SPRAY HEAD ro◊ 10 10' 39 30 6 RAINBIRD 1800-SERIES-10H-LA 10' SPRAY HEAD 180° 10 10' .79 30 7 RAINBIRD 1800-SEAIES-10F·LA 10' SPRAY HEAD 3000 10 10' 1.57 30 8 RAINBIRD 1800-SERIES-10-VAN 1 O' VARIABLE ARC VARIES 10 10' VARIES 30 SPRAY HEAD 9 RAINBIRD 1800-SERIES-120 12' SPRAY HEAD 00" 12 12 .65 30 10 RAINBIRD 1800-SERIES-12H 12' SPRAY HEAD 180° 12 12 1.30 30 11 RAINBIRD 1800-SERIES-12F 12' SPRAY HEAD 3000 12 12' 2.fiO 30 12 RAINBIRD 1800-SERIES-12-VAN 12' VARIABLE ARC VARIES 12 12' VARIES 30 SPRAY HEAD 13 RAINBIRD 1800-SERIES-150 15' SPRAY HEAD roo 15' 15' 93 30 14 RAINBIRD 1800-SERIES-15H 15' SPRAY HEAD 180" 1S 15' 1,85 30 15 RAINBIRD 1800-SERIES-1 SF 15' SPRAY HEAD 360° 15' 15' 3.70 30 16 RAINBIRD 1800-SERIES-15-VAN 1 S' VARIABLE ARC VARIES JS' 15' VARIES 30 SPRAY HEAD 17 RAINBIRD 1800-SERIES-1 SSST SIDE STRIP 4'X16' 4'X16' 8' 4D 30 (PCS-040) SPRAY HEAD 18 RAINBIRD 1800-SERIES-15EST END STRIP 4'X14' 4'X14' 1 ., 0 ,30 30 (PCS-030) SPRAY HEAD 19 HUNTER* PG-SERIES-02 NOZZLE #2" VARIES 29' 07 30 ROTOR HEAD e RAINBIRD 1800-SERI ES-5CST-B 5' CENTER STRIP 1'X5' 5' 5' HJ 30 STREAM BU BBL ER (p RAINBIRD 1800-SERIES-50-B 5' 'TREAM BUBBLER 900 5' 5' HJ 30 ~ RAINBIRD 1800-SERIES-SH-B 5' STREAM BUBBLER 180° 5' 5' 100 30 • RAINBIRD 1800-SERIES-SF-B 5' STREAM BUBBLER 360° 5' 5' 1 50 30 * RAINBIRD 1401-SERIES PRESSURE COMP. 25 20-90 FULL CIRCLE BUBBLER • THIS NOTE APPLIES TO ALL ROTOR HEADS ONLY. THE CONTRACTOR SHALL INSTALL 360 DEGREE FIXED ARCS WHERE POSSIBLE. ALL OTHER ARCS SHALL BE MADE ADJUSTABLE. CONTRACTOR SHALL DETERMINE EXACT ARC IN FIELD. * * HUNTER PG,SERIES HEADS AND NOZZLES 1,2 AND 3, WILL REQUIRE THE USE OF THE FINE MESH (WHITE) FILTER SCREEN, PER MANUFACTURES SPECIFICATIONS. fil'.M. DESCRIPTION Q INDICATES 6' POP-UP HEAD IN LAWN AREAS FOR RAINBIRD 1800 SERIES HEADS USE 1806-SAM-PRS PRESSURE REGULATING SEAL-A-MATIC POP-UPS WITH PRESSURE COMPENSATING SCREENS (PCS) SIZED PER MANUFACTURER'S SPECIFICATIONS FOR RADIUS REDUCTION DETAIL A/24 D, INDICATES 12" POP-UP HEAD IN SHRUB AREAS A/24 FOR RAINBIRD 1800 SERIES HEADS USE 1812-SAM-PRS PRESSURE REGULATING SEAL AMATIC POP UPS WITH PRESSURE COMPENSATING SCREENS (PCS) SIZED PER MANUFACTURER'S SPECIFICATIONS FOR RADIUS REDUCTION. ~e~e INDICATES 6" POP-UP BUBBLER HEAD A/24 B124 & C/2f 0 INDICATES SHRUB HEAD ON RISER FOR HUNTER PG SERIES HEADS USE PGS-ADV OR PGS-36V SHRUB HEAD WITH CHECK VALVE. FOR RAINBIRD 1800 SERIES HEADS USE 1800-PCS SHRUB HEADS ON RISERS WITH PRESSURE COMPENSATING SCREENS SIZED PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE CATALOG PERFORMANCE AT 30 P.S.I. AND RADIUS REDUCTION. ~B!""I ■ INDICATES BUBBLER HEAD ON RISER SYMBOL MANUFACTURER MODELNUMBER [MJ DESCRIPTION EXISTING WATER METER -SEE PLAN FOR SIZE. B/24 DETAIL NIA ~ RAINMASTER AME HAWK SERIES AUTOMATIC CONTROi.LEA SEE A/25 & C/25 96.059 Pf\().J~cr21 OCT 96 DU BA D~AWN WATER RAINGUARD CONSERVATION SERVICES WATTS 28 JAN97 2pd_ Submiltal ]l_MAR n:lrd_$ubm1ttal U009AOT-SERIES PLAN FOR SIZE. AL!TQMATIC RAIN SHUT OFF DEVICE TO BE INSTALLED IN A LE MEUR STAINLESS STEEL RAIN GUARD. INSTALL PER MANUFS SPECIFICATIONS REDUCED PRESSURE BACKFLOW ASSEMBLY WITH BALL VALVES & VERTICAL FLOW IN/VERTICAL FLOW OUT CONFIGURATION SEE PLAN FORSiZE. A/25 B/25 (£'") WILKENS 500-YSBR PRES~!,!RE REGULATOR WITH A STANDARD SPRING RANGE OF 25 - 75 PSI AND STRAINER WITH LOOSE KEY HOSE BIBB CLEAN-OUT. ® RAINMASTER FS-SERIES FLOW SENSOR, LINE SIZE, INSTALL IN AMETEK VALVE BOX PER MANUFACTURERS SPECIFCATIONS CHAMPION 362-SERIES At::J~LE 8IMQSPHERIG VACUUM BREAKER AND UNION. SAME SIZE AS MANUAL VALVE INSTALL AT TOP OF SLOPE A MINIMUM OF 6" ABOVE HIGHEST HEAD. ~ RAINBIRD ASVF-SERIES AUTOMATIC A~TI-SIEHQN VALVE ffi KING BROS. IND. BTU-V-SERIES BLOQKED TRUE UNION BALL VAL.\!.!;., LINE SIZE, IN VALVE BOX. @ RAINBIRD 44LRC QUICK COUPLER VALVE, 1" TYP. WITH LOCKING RUBBER COVER. w SUPERIOR 500:J.-SERIES MASTER VALVE (NORMALLY CLOSED). SEE PLAN FOR SIZE, INSTALLED IN VALVE BOX. RAINBIRD PEB-SERIES ELECTRIC REMOTE CQNTROL VALVE INSTALLED IN VALVE BOX. PVC CLASS 200 POTABLE WATER LATERAL LINE: SEE SPECIFICATIONS FOR PIPE DEPTH l---1 PVC CLASS 315 POTABLE WATER MAINLINE: SEE (2' & GREATER) SPECIFICATIONS FOR PIPE DEPTH. SCH, 40 (1-112' & SMALLER) 1==-=1. PVC SCHEDULE 40 POTABLE WATER SLEEVE SEE SPECfl'ICATIONS FOR PIPE DEPTH. END GAP· SOLVENT WELD CAPPED END FOR FUTURE USE. P.O.C. POINT OF CONNECTION REMOTE CONTRQL VALVE A-7 1 1/2' IND-ICATES CONTROLLER AND STATION NIJMBER ,NDICATES VALVE SIZE 42.9 INDICATES GP M F0.9 THAT VALVE MANUAL CONTROL __ ,YAL VE: ~ L::J INDiCATES VALVE SIZE iNlilCATES G.P.M, FOR ,HAT VALVE NOTE: ALL IRRIGATION EQUIP MEN f SIZES AP,E iNDICATED ON PLAN B/25 E/25 F/24 E/24 F/25 H/25 D/25 G/25 NIA NIA N/A NIA N/A ----~------------,----------------~--~ ! ) ! ,\ I i ( I \ u I ' I' i \ \ ' : \ ( 24 CITY OF CARLSBAD 43 A VIA RA PLANNING AREA 12 CT 89-39A 350-9L I I I I I j I I I I I ( I I I I ' I ' I I I I SIDE VIEW TOP VIEW 1------+-¥1:J.-,...j ~~:....,Jtt---------11:} -----0 3' O" ----~ ,01-H>-...... FRONT VIEW l-~::o::::::;:::::::=::ui".1,Q~i NOTE];~ iJ) CONTROLLER Ii} 0 PAINMAN-TYPE-304 STAINLESS STEEL ENCLOSURE. MODEL #RM1•24SS w13 POINT LATCH SYSTEM AND PADLOCK HASP-HEAVY POINT PART #SL·SS WIT'1 BOL" CUTTER PADLOCK GUARD RAINGUARD INSTALL PER MANUFACTURER'S SPEC'S 1SEE IRRIGATION FOR SPECIFICATIONS) 314' EXTERIOR GRADE AS PLYWOOD BACKBOARO. PRIME AND PAINT W/";J COATS OF EXTERIOR 'CITY TAN COLORED ENAMEL PAINT BOTH SIDES AND ALL EDGE'. or BOARD 1-112" X 1/2' X 114" GALV. STEEL ANGLE STIFFENERS. SECURE CONTROLLERS AND BACKBOARD W/CADMIUM PLATED 3/16" STOVE BOLTS. 6 PLACES MIN SET STIFFENERS 6" APART POWER ON/OFF SWITCH FOR CONTROLLER 0 []] 'j} [£1 [i] Ehl G] G] ~ ~ • SEE :PPIGATION SPECIFICATIONS FOR POWER TO CONTROLLE CONDUIT (TYPE T) DOUBLE RECEPTACLE (GROUND FAULT TYPE) 3/4" RIGID STEEL CONDUIT 2" CONDUIT 4" THICK CONCReTE PAO SLOPE TO ORAi~ AWAY FROM CONTROLLER FINISH GRADE CONCRETE FOUNDATiON i• PVC CONDUIT PULL BOX STD. DWG. 106 90" SWEEP ELL __________ P_E_D_E_S_TA._L_M_O_U_NT_C_O_N_T_RO_L_LE __ R _______ ----------l{l) NOTES: Ii] EXISTING BUILlJING WALL III AUTOMATIC CONTROLLER (MOUNT PER MANUFACTURER'S SPECS I @} GALVANIZE() MFTAL STRAPS W SCH 40 PVC 90' SWEEP ELL Ii) FINISH GRADE [JD J-BOX A_OJllJJ_Q.J'lAL NOTES: PAINT CONTROLLER, METAL STRAPS ANO SCH. 40 CHASE (ABOVE GRADE) TO MATCH ADJACENT WALL COLOR. "' M /i INTERIOR WALL MT. CONTROLLER I ',::, !5 i~ VAI_V[ P,OX WITH l'UHPLE LIU -SEE 1;rn1nA' IOl'J ~;rEC'.:i !i) 12" Ol>METER LCJOP [2) REMOTE CON T"f-lCL VAL VC !.!,J VAf-<l!::S SLE l1ln1e,'.\TION ')f-'ECS f-'C~ BOX TO~' HE-'l(>HT 1-·-.. ·-!~ f="INISH (iR1\DE !]] PVC, Nlf'P·'....E r· ~,. ·, P'v'C S)(S t:Ll l8l WIRE CONNECTORS !~ 112) IGJ 10.) 1!2} I :il 1.:3 ·12.:) 1-·vc VAINLICJE -,.;u: 1r<rnc;ATICN '3~TG:; r:·un p·f)E UEf-'Tf-, 1::ivc ( AT[fll'\L. -S~E IHHIGATION !JPf.:C''..~ U)ll r)IPE DEPTf-1 THnE1\DEl': f-'VC MAI (: ADAPTEH BHICK \J/;LV~ f!OX SUPPOHTS C REMOTE CONTROL VAL VE r~ --~~-~~ li}--- 1..J NOTES: ~ Iii UJ Ii} VALVE GOX WITH fllJf~::,!_F: 1..10 .S[E IHr--;:1GA'';CN $1:,Ec::; 1~:-DIAMETER LOOP ' VAR:E"S -SEF IRR1nATION SPi:CS FOR aox J OP HC. IGH J 0 12) !22) ,'.!) [::_j r;21 eve ~/AI.\H.11\'f' · SFf IRRIGATION SPC:C'S FOf~ IYPE L'.EPTH f'[A GR4VEL (2" D~PTl-i) RRICV v'ALVE 8CX SUPPORT:; MASTER VALVE ~ -~--·-~~ -ABOVE Fl~ISH \I SPEc1r::1c- 'ER l!.) BRAss N1PFl.e. 4" LONG ~ 591\SS ELElCJW (ill BRASS NIPPLE. 8" LONG II!} PVC SCH. 40 FeMAc\c ADAPTER [!3 F"JC NIPPLE Qj PVC ELBOW OR TEE B PVC MAINLINE § ONE CUB;C FOOT OF CONCRETE • ALL. tlRASS SHALL BE REO BRASS ~--Q_U_ICK COUPLING_VA_L_VE_------1(8) lilf--------- 0 El----- J -----..:] ----{.!) Ii] ··--E) 'R~OUCED PRE~"SURE BACKFLOW PR~VENTER PP,ESSURE REGULAT0.9 UNION 12" x 12" x 24" CONCRETE THRUST BLOCK (470-C-2000) 3" SHORT NIPPLE P.ISE~ (SIZE AS REQUIRED) ADDITIONAL. NQ_TES 0 ~ ii ~ u ~ • All. RISERS, UNIONS ELBOWS AND NIPPLES SHALL BE RED BRASS • Cl,OSE NIPPLES SHALL NOT RE USED 8" LONG NIPPLE PVC. SCH. 80 FEMALE ADAPTER ELBOW TO P011H OF CONr-;l;CTIOI\ PVC MAINL:NE FINISH GRADE lE>LON TAPE 314" WIDe $HAcL BE USED ON ALL ,H'li,:ADED CONNECTIONS AACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION (!YA CERTIFIED BACKFLOW DEVICE ESTER CONTRACTOF SHALL PROV,OE THE ENGINcER 'NITH WRITrEN TEST RESULTS COMPLETED BY CERTIFIEO BACKFLO\Y -ESTE'l PRIOR TC TYc BACKCLOW PREVElHER ASSEMBLY'S ACCEPTANCI' BY THE ENGINEER REDUCED PRESS. BACKFLOW PREV. W/PRESS. REG. ® -------------~B JUMBO PLASTIC VALVE BOX WITH 2" 6" EX TENS ICNS AND LOCKING C:)VER AMETEK OR EOUAL MAINLINE - TWO (2) CONDUCTOR SHIELDED CABLE CONNECT:CN TO TRA~SMITTER PEA G'IAVEL 0'1,\IN SUIIP 30" MIN. JIA\1ETEF. X 6" MIN o=EP -·~-I" I~ TURF APEAS 2· IN SHRUB A.REAS FINISH GRADE EXTENSION JUMBO BDX -~-- ' ._LJ , 5 X PIPE CJIA FLOW SENSOR r~ -----~~ 96.059 28 JAN.97 2nd Subm,ttal ~.~c>.ico 21 OCT 96 31 MA;:i_97 3rd __ Sutn1,fTcil BA [.:] 0 IJJ l.::J BU)CKED F'\UE Uf'~ION 8ALL VAL \/I:: \/ALVF HOX WI I H PUf1PL.c Lfl -SFE l!·Fl;C~ flC)N SFECS VAFjl~S · Sf:E. iFlRlC:i1\·~1UN SPEC~> F-OH 8C)X l Ui-' ,-fE /~ll'!T ----; rIJ 12.] l_ij ' i ' S'....IP El"JU CON~JEC 1 ORS SUPPL_ 'ED w1-H \/Al.VE ."✓C ~1AIN LINE· SEE IRRIG~TIC'I\ :~;F"'EC:? r-:.)P PlrE [J[PTH Ii) P[A CP~.'JEI [2" l)Fl'TH) [~ E:lH!CK. V;\U/E [~OX' ::-;u;,=-oRT:; BALL VALVE ~ --------------<~) BUJLT 11 \l'!'il'll I!) '()!, l'I,\ \Tl\i; \ \ ! .l 11 i I! IC: \ l' i () \ D \ L 1 i.\('11 i)'I\(' \ , . I , c I I ) I ' I ; J' I I) \ ( ·1· 1 .. ' 1· ! 1,. ' ·1 '-, " ! \., . ' ' ' ' : ' ' ' " ----·-----------------1 , I'"' \. I . I , -. \. I ' 25 CITY OF CARLSBAD 43 A VI ARA PLANNING AREA 12 ,b-ft-f7 (T 89-39A 350-9L LANDSCAPE IRRIGATION SPECIFICATIONS 1. SCOPE: PROVIDE LABOR, MATERIALS, PERMITS, EQUIPMENT, SUPERVISION, SERVICES ANO TRANSPORTATION AND All OTHER ITEMS NECESSARY TO PERFORM ALL IRRIGATION WORK AS INDICATED AND SPECIFIED ON PLANS PREPARED BY BURTON ASSOCIATES, INCLUDING ALL RECORD DRAWINGS, REDUCED DIAGRAMMATIC PLANS, GUARANTEES, ANO SERVICE MANUALS. WORK SHALL BE COMPLETED IN AN EFFICIENT AND SATISFACTORY MANNER TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALlATION AND OPERATION. 2. GENERAL CONDITIONS: 3. 4. 8. C. D. E. F. G. CDITTRACTOR SHALL VERIFY ALL CONDITIONS INDICATED ON THE PLANS, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN THE PLANS AND FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. FAILURE TO NOTIFY THE OWNER'S REPRESEITTATIVE IN WRITING EXEMPTS THE COITTRACTOR FROM GAINING COMPENSATION FOR REQUIRED CHANGES. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES ANO SERVICES PRIOR TO BEGINNING WORK. THE IRRIGATION DESIGN AS INDICATED ON THE DRAWINGS IS DIAGRAMMATIC. SCALED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY SITE DIMENSIONS. DO NOT INSTALL THE IRRIGATION SYSTEMS WHEN UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES DR DISCREPANCIES IN AREAS OR DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILllY FOR REQUIRED REVISIONS AND COSTS. CONTRACTOR SHALL COORDINATE INSTALlATION OF IRRIGATION WORK TO AVCID CONFLICTS WITH PLANTING, UTILITIES, ENGINEERING /IND ARCHITECTURAL FEATURES. CONTRACTOR IS RESPONSIBLE FDR COORDINATING HIS WORK WITH OTHER TRADES. CONTRACTOR SHALL PROTECT INSTALLED COITTRACT WORK AND WORK OF OTHERS CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK AS REQUIRED BY GOVERNING CODES. H. LOCAL, MUNICIPAL ANO STATE lAWS, RULES AND REGULI\TIONS GOVERNING OR RELATED TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE SPECIFICATIONS. I. CONTRACTOR SHALL KEEP PREMISES CLEAN ANO FREE OF EXCESS EQUIPMEITT, MATERIALS AND RUBBISH INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD. BROOM CLEAN ALL PAVED AREAS. J. COf</TR/\CTOR SHALL NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. RESTORE FINISH GRADE CHANGED OU RING COURSE OF THIS WORK TO ORIGINAL OR INTENDED CONTOURS WHERE PRACTICAL K, NO DEVIATION FROM Pl.l\NS AND SPECIFICATIONS IS AUTHORIZED, UNLESS WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER'S REPRESENTATIVE OR HIS APPOINTED REPRESEITTATIVE IN ADVANCE. L THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT REMOVAL PERMIT IF REQUIRED FOR ALL IRRIGATION EQUIPMENT LOCATED WITHIN PUBLIC RIGHT OF WAY. SPECIAL NOTES: COITTRACTOR SHALL VERIFY IN THE FIELD THAT ALL IRRIU'ITION DESIGN ASSUMPTIONS INDICATED BELOW ARE CORRECT. CONTRACTOR SHALL NOTIFY O\'INER'S REPRESENTATIVE IN WRITING OF MY DISCREPANCIES IN THE SPECIFICATIONS, PLANS AND FIELD CONDITIONS PRIOR TD THE COMMENCEMENT OF WORK ANO AT ANY TIME DURING WCRK. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING EXEMPTS THE CONTRACTOR FROM Cl'IINING COMPENSATION FOR CHANGES. A IRRIGATION METERS ARE ASSUMED TO EXIST AT THE FOLLOWING LOCATIONS: l. l' WATER METER 'A' AT APPROXIMATELY STA Pl 100+50 SOUTH SIDE OF SURFBIRD CIRCLE 2. 1' WATER METER 'B' AT APPROXIMATELY STA. PT. 17 +85 EAST SIDE OF SURFBIRO CIRCLE 3, 1" WATER METER 'C' AT APPROXIMATELY STA. Pl 16+35 EAST SIDE OF SURFBIRD CIRCLE 4. 1' WATER METER 'O' AT APPROXIMATELY STA. PT. 12+95 SOUTH SIDE OF SURFBIRD CIRCLE SUBMITTAL$: CONTRACTOR'S MAIITTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE MET: A. RECORD DRAWINGS: 1. CDITTRACTOR SHALL RECORD WORK AS IT IS ACTUALLY INSTALLED ON AN ERASABLE XEROX VELLUM BASE OF THE IRRIGATION DRAWING, MAKE CHANGES TO XEROX VELLUM BASE IN INK (NO BALL POINT PEN), AND MAINTAIN CURREITT RECORD DRAWINGS ON THE SITE. THE FINAL 'AS BUILT" RECORD DRAWINGS SHALL BE DRAFTED EMPLOYING A COMPETENT DRAFTSMAN, 2. RECORD DIMENSIONS FROM TWO DIFFERENT PERMANENT POINTS OF REFERENCE (BUILDINGS, MONUMENTS, CURB RETURNS, ETC.) FOR THE FOLLO\IIING ITEMS: 3. a. b. C, d. e. f g, WATER METER AND BACKFLOW ASSEMBLY CONNECTIONS TD EXISTING WATER LINES BALL, QUICK COUPLING AND AUTOMATIC CONTROL VALVES ROUTING OF PRESSURE LINES SOURCE OF ELECTRICAL POWER FOR CONTROLLER, LOCATION OF CONDUIT ANO CONDUCTORS FROM SOURCE TO CONTROLLER, ROUTING OF ELECTRICAL WIRES, AND SPARE WIRE LOCATIONS PIPE AND ELECTRICAL SLEEVES IRRIGATION HEADS HAVING A DESIGN RADIUS OF 30' OR MORE CONTRACTOR SHALL SUBMIT ONE SET OF COMPLETED RECORD DRAWINGS TO THE 0\/lNER'S REPRESENTATIVE PRIOR TO THE BEGINNING OF THE SPECIFIED MAINTENANCE PERIOD AND OWNER'S REPRESENTATIVE SHALL VERIFY COMPLETENESS PRIOR TO FINAL ACCEPTANCE. 5. B. C. CONTROLLER CHARTS: THE CONTRACTOR SHALL PREPARE THE CONTROLLER CHARTS AND PlACE THEM IN THE CONTROLLERS BEFORE COMMENCING SERVICE. CONTRACTOR SHALL VERIFY COMPLETENESS OF RECORD DRAWINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PREPARING THE CONTROLLER CHARTS. THE CONTROLLER CHARTS SHALL BE PREPARED AS FOLLOWS, 1. PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER SHOWING THE AREA COVERED BY THE CONTROLLER. THE CHART MUST SHOW CLEARLY ALL AREAS UTILIZNG REClAIMED IRRIGATION WATER AND POTABLE IRRIGATION WATER. THE CHART SHALL BE THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW. 2. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL /IS.BUILT SYSTEM. THE LINE WEIGHTS /\ND LETTERING ON THE ORIGINAL CONTROLLER CHART DRAWING SHALL BE SD DRAWN THAT THE REDUCED CHART IS CLEARLY READABLE. 3. THE CHART SHALL BE A Bl.l\CKLINE PRINT WITH A DIFFERENT COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION 4. WHEN COMPLETED AND APPROVED, THE CHARTS SHALL BE HERMETICALLY SEALED BElWEEN 1WO PIECES OF PlASTIC, EACH PIECE BEING A MINIMUM OF TEN ( 10) MILS THICK. SERVICE MANUALS, KEYS, EQUIPMENT. AND GUARANTEES: 1. CONTRACTOR SHALL SUBMIT TWO (2) SERVICE MANUALS FDR IRRIGATION EOUIPMEITT TO OWNER'S REPRESEITTATII/E. MANUALS MAY BE LOOSE LEAF AND SHALL CONTAIN COMPLETE DRAWINGS OF ALL EQUIPMENT INSTALLED SHOWING COMPONENTS AND CATALOG NUMBERS TOGETHER WITH THE MANUFACTURER'S NAME AND ADDRESS, OPERATION INSTRUCTIONS SHALL BE SIMPLE ENOUGH TO BE UNDERSTOOD WITHOUT SPECIALIZED KNOWLEDGE. 2. CONTRACTOR SHALL SUBMIT TWO (2) SETS OF KEYS PER EACH COITTROLLER. A COPY OF THE EQUIPMENT GUARANTEES SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL SUPPLY THE FOLLO\IIING TOOLS: a, TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING, AND ADJUSTING EACH TYPE OF SPRINKLER ANO VALVE ON THIS PROJECT. b. ONE (1) QUICK COUPLER KEY ANO MATCHING HOSE SWIVEL FOR EACH TYPE OF QUICK COUPLING VALVE INSTALLED. WATER SUPPLY: A. GENERAL: 1. POTABLE WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED PARTICLES, ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN THE EQUIPMENT OR MAY BE DETRIMENTAL TD PlANTINGS, B. WATER SERVICE: 1. INDIVIDUALLY ASSESSED AREAS AND INDIVIDUALLY OWNED (OR TO BE OWNED) LOTS SHALL HAVE SEPARATELY METERED AND CONTROLLED IRRIGATION SYSTEMS. IRRIGATION SHALL BE CONFINED TO THE INDIVIDUAL AREAS, WITHOUT OVERSPRAY ONTO ADJACENT AREAS OR ACROSS PROPERTY LINES, SPECIAL SITUATIONS MAY BE APPROVED OR REQUIRED BY THE PlANNING DIRECTOR ARCHITECT TO VARY FROM THESE REQUIREMENTS, 2. CllY APPROVED BACKFLOW PREVENTION UNITS ARE REQUIRED ON ALL IRRIGATION SYSTEMS. INSTALLATION SHALL COMPLY WITH ALL APPLICABLE HEALTH ANO SAFElY CODES. 6. GUARANTEE: 7. THE SITE SPRINKLER SYSTEM, INCLUDING WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED IN WRITING AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE ENDING OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AFTER REVIEW OF THE SPECIFIED IRRIU'ITIDN WORK. IMMEDIATELY REPAIR DAMAGE TO THE SYSTEM ANO SITE CAUSED BY FAULlY MATERIALS OR WORKMANSHIP AT NO COST TO THE OWNER, PROVIDE INSTRUCTION TO THE OM<JER'S REPRESENTATIVE AND FUTURE MAIITTENANCE PERSONNEL IN THE OPERATION OF THE IRRIGATION SYSTEMS. THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE COITTRACTDR'S GUARANTEE OBLIGATIONS, IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WCRK UNDER THIS GUARANTEE WITijlN A TIMELY MANNER, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE CONTRACTOR MATERIALS: A. GENERAL: I. PROVIDE NEW MATERIALS AND EQUIPMENT OF BEST QUALITY OBTAINABLE, WHICH COMPLY WITH DRAWINGS AND SPECIFICATIONS. 2. NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT SHALL BE MADE WITHOUT REVIEW BY BURTON ASSOCIATES AND WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. __ _,,.,96=.0=59 28 JAN 97 2nd SubmiiL ~flo.JF.;:;r 21 OCT 96 31 MA8 97 Jrd Sum·11nc1I DMS BA B. C. D. E. F. IRRIGATION PIPE ANO FITTINGS: I. POTABLE PVC PIPE: 2. 3. a. b. C. PIPE SHALL BE MADE FROM NSF APPROVED, lYPE I, GRADE II PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. PIPE SHALL MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS·22-70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO. ALL PLASTIC PIPE SHALL BE CONTINUOUSLY ANO PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION, MANUFACTURER'S NAME, NOMINAL PIPE SIZE, SCHEDULE DR CLASS, PRESSURE RATING IN PSI, NSF APPROVAL ANO DATE OF EXTRUSION. ALL SOLVENT SHALL BE Af', RECOMMENDED BY MANUFACTURER OF PIPE FITTING AND AS APPROVED USE NO SOLVENT FROM CANS WHICH HAVE BEEN OPENED OVERNIGHT. d. PVC PRESSURE LINES TO BE INSTALLED UNDERGROUND: 1. ALL PIPE 2' ANO LARGER SHALL BE CLASS 315 2. ALL PIPE SMALLER THAN 2' SHALL BE SCH 40 3. FITTINGS SHALL BE SCH. 40 , e. PVC NON-PRESSURE LINES TO BE INSTALLED UNDERGROUND, L ALL PIPE SHALL BE CLASS 200. 2. FITTINGS SHALL BE SCH. 40 , I. PVC FITTINGS, SOLVENT WELDED TYPE PVC SCH 40, lYPE II NSF APPROVED, SHALL CONFORM TO ASTM TEST PROCEDURE D 2466. g. PVC FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OR TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.PS. SCHEDULE AND NSF APPROVAL. h. NO CLOSE NIPPLES OR CROSSES SHALL BE USED, PVC NIPPLES SHALL BE BlACK IN COLOR. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE I.P.S, STANDARD WEIGHT. LP.S., REGULAR, 85% RED BRASS CONFORMING TO ASTM 843. FITTINGS SHALL BE WITH STANDARD 125 POUND CAST 8RON2E THREADED FITTINGS, COPPER PIPE: COPPER PIPE SHALL BE SEAMLESS, TYPE K, HARD DRAWN TUBING. IDENTIFICATION TAPE, I. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BACKED LOCATING TAPE MARKED 'IRRIGATION" IN lVIIO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE. 2. MARKER TAPE FOR DIRECT BURIAL WIRES SHALL BE RED COLORED "ALLEN MARKING TAPE" OR APPROVED EQUAL TAPE SHALL BE 3 'WIDE. SLEEVING: I. PIPE SLEEVES UNDER VEHICLE PAVING SHALL BE PVC SCH 80 MINIMUM WITH 30" OF COVER FOR MAIN, WIRE, AND l.l\TERALS. 2. PIPE SLEEVES UNDER PEDESTRIAN PAVING SHALL BE PVC SCH 40 MINIMUM WITH 24" OF COVER FOR 3"-5" MAINS AND WIRE. 3. PIPE SLEEVES UNDER PEDESTRIAN PAVING SHALL BE PVC SCH 40 MINIMUM WITH l8' OF COVER FOR 2' AND SMALLER MAINS ANO WIRE. 4, PIPE SLEEVES UNDER PEDESTRIAN PAVING SHALL BE PVC SCH 40 MINIMUM WITH l2" OF COVER FOR LATERALS. VALVES: I. REMOTE CONTROL VALVES ANO PRESSURE REGUlATING REMOTE CONTROL VALVES SHALL BE THE TYPE, SIZE ANO PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 2. BALL VALVES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 3. CHECK VALVES SHALL BE HUNTER HCV-SERIES. 4. HIGH FLOW SHUT-OFF VALVES SHALL BE MANUFACTURED BY TORO MODEL NUMBERS HFS0055 AND HFS00755. 5. QUICK COUPLING VALVES SHALL BE THE TYPE, SIZE ANO PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. VALVE/ PULL BOXES: 1. REMOTE CONTROL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK {PART #170106) OR CARSON (#1419-28), 2. 3. 4. REMOTE COITTROL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK {PART #170106) OR CARSON (#1419-2B) BALL VALVE BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #181104), PULL BOXES FOR POTABLE IRRIGATION SYSTEMS SHALL BE MANUFACTURED BY AMETEK (PART #181104), ~------------~------------·-~-~~ 11 AS BUil T 11 1\IJ illl<IC\T[O\ O\!Y \ 0 ·1 1 f) \(' ,,1.01•1•1•·;1' , ', '-, , , , .. I l , I. l , \ , I'.)( I l'i()\ Oi i ) I \ \ I I ' . I ' 1 , · \ I . ', ,. I . ..... 26 CITY OF CARLSBAD 43 ' A VIARA PLANNING -'.:': ;/'.'. __ . r#JJ AREA 12 ·,r , , CT 89-39A 350-9L Df\A,...N PRl'sif1.i;..rfli=ifVisioN:f· ~-· ·---PR1ri· D11TE, ~E·•1s10/'is c___ ________________ _,_ ___________________ ~ _________ ...J_ ____________________ __J 8. 6. SPRINKLER HEADS: H. I. J. K. L. SPRINKLER HEADS SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED !N THE IRRIGATION LEGEND. RAIN SENSING DEVICES: RAIN SENSING DEVICES SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. CONTROL WIRING: I. USE DIRECT BURIAL COPPER WIRE AWG-U.F. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATION, U.F., U.L APPROVED 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR AS FOLLOWS: COMMON WIRE SHALL BE WHITE, CONTROL WIRES SHALL BE COLOR CODED ANY COLOR BUT RED OR WHITE. EACH CONTROL WIRE COLOR SHALL BE UNIQUE FROM ALL OTHER CONTROL WIRES. EXTRA CONTROL WIRES SHALL BE RED. 2. SEALS FOR SPLICES AND SPARE WIRE ENDS SHALL BE "SCOTCH-LOK' SEALING PACKS OR 'PEN-TITE' WIRE CONNECTORS. AUTOMATIC CONTROLLERS: EACH CONTROLLER SHALL BE OF THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. 2. CONTROLLER SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING CURRENT, 'UL' LISTED, AND SHALL CONTAIN AN 'OFF" AND "ON' SWITCH TO SHUT OFF ENTIRE AUTOMATIC WATERING CYCLE WITHOUT INTERRUPTING THE TIMING MECHANISM. OUTPUT SHALL BE 24 VOLTS Af:,, 3. CONTROLLERS SHALL BE ENCLOSED IN WEATHERPROOF CORROSION-RESISTANT HOUSING HAVING LOCKING COVER TO PROTECT ALL EQUIPMENT FROM VANDALISM. 4. CONDUiT FOR 120 VOLT AND 24 VOLT WIRING SHALL BE AS APPROVED BY THE LOCAL BUILDING CODE FOR ELECTRICAL SERVICE AND DISTRIBUTION (PVC PIPE WILL NOT BE ACCEPTABLE FOR USE JJ,5 ELECTRICAL CONDUIT). PRESSURE REGULATION DEVICE: l. PRESSURE REGULATION DEVICE SHALL BE THE TYPE, SIZE AND PERFORMANCE SPECIFIED IN THE IRRIGATION LEGEND. BACKFLOW PREVENTION DEVICE; l. BACKFLOW PREVENTION DEVICE SHALL BE OF THE TYPE ANO SIZE INDICATED ON THE PLANS. BACKFLOW PREVENTION DEVICE SHALL MEET THE STANDARDS SET BY THE STATE OF CALIFORNIA, CALIFORNIA ADMINISTRATIVE CODE, TITLE J 7 -'REGULATIONS RELATING TO CROSS CONNECTIONS'. 2 BACKFLOW PREVENTION DEVICE SHALL BE FITTED WITH RESILIENT SEATED TEST COCKS, AND WITH RESILIENT SEATED SHUT-OFF VALVES CAPABLE OF ISOLATING THE DEVICE FROM THE REST OF THE SPRINKLER SYSTEM. INSTALLATION PROCEDURES: A. GENERAL I. IF NO DETAIL IS PROVIDED FOR WORK UNDER THIS CONTRACT, INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR RECOMMENDED STANDARD PRACTICE. SUBMIT RECOMMENDED PROCEDURES TO OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 2. PLANS ARE DIAGRAMMATIC AND APPROXIMATE, VALVES ANO OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS, PIPING SHALL BE LOCATED ALONG THE INSIDE EDGES OF PLANTING AREAS EXCEPT WHERE NOT FEASIBLE TO 00 SO. 3, PLANTS 24" BOX SllE AND LARGER SHALL BE PLANTED BEFORE MAINLINES AND LATERAL LINES ARE INSTALLED. B. WATER SUPPLY: C. 1. CONNECT IRRIGATION SYSTEM TO POINT OF CONNECTION (POC) AT APPROXIMATE LOCATIONS SHOWN ON DRAWINGS. 2. ALLOW FOR MINOR CHANGES AT POC CAUSED BY ACTUAL SITE CONDITIONS. 3. VERIFY AVAILABLE WATER PRESSURE AT EACH METER LOCATION PRIOR TO COMMENCING CONSTRUCTION OF IRRIGATION SYSTEMS. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF PRESSURE IS NOT THAT WHICH IS INDICATED IN THE DRAWINGS, OR IS NOT SUFFICIENT TO OPERATE SYSTEMS AS DESIGNED. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL /l,SSUME RESPONSIBILITY FOR /WY REQUIRED REVISIONS. ELECTRICAL SUPPLY: I. CONNECT POWER AND CONNECTIONS TO THE AUTOMATIC CONTROLLER AS INDICATED ON THE DRAWINGS. 2. CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES, 3. CONTRACTOR SHALL COORDINATE WITH OWNER ANO OTHER TRADES TO HAVE POWER AVAILABLE TO THE CONTROLLERS WHEN NEEDED D. TRENCHING: I. 2. DIG TRENCHES STRAIGHT AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH, LAY PIPE TO AN EVEN GRADE, FOLLOW LAYOUT INDICATED ON DRAWINGS, DEPTH OF TRENCHES SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS INDICATED IN PIPE DEPTH SECTION UNDER THE IRRIGATION PIPE AND FITTINGS HEADING. 96.059 ;,,;c:-~-ie'f. 1 21 OCT 96 iilli BA E. IRRIGATION PIPE AND FITTINGS: l. ASSEMBLIES: 2. 3. 4. 5. a. INSTALL NO MULTIPLE ASSEMBLIES. PROVIDE EACH ASSEMBLY WITH ITS O\I-IN OUTLET. b. PVC TO METAL CONNECTION SHALL BE BY PVC MALE THREAD ADAPTER FITTING SCREWED INTO METAL FEMALE FITTING, OR BY METAL MALE THREAD ADAPTER FITTING SCREWED INTO PVC FEMALE FITTING. c. TEFLON TAPE SHALL BE USED ON ALL THREADED PVC TO PVC ANO PVC TO MITAL JOINTS. d. REMOVE BURRS FROM PVC PIPE ENDS PRIOR TO CONNECTING OR SOLVENT WELDING, USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PRIOR TO MAKING SOLVENT WELDED CONNECTIONS. e. ALL PVC PRESSURE PIPE 2' ANO LARGER, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT AT BALL VALVES, AT TEES, AT ELBOWS, AND AT ENOS OF PIPE RUNS, ANO WHEREVER FIELD CONDITIONS OCCUR WHICH REQUIRE ONE, REFER TO SAN DIEGO REGIONAL STANDARD DRAWINGS W-17, W-18, ANO W-19. SIZE AS FOR FOUR INCH PIPE FOR THE MOST RESTRICTIVE SOIL CONDITION. f. IRRIGATION CIRCUITS SHALL RUN PARALLE~ OR AS CLOSE TO PARALLEL AS IS PRACTICA~ TO THE CONTOUR LINES. PIPE DEPTHS: DEPTH OF PIPE SHALL BE SUFFICIENT TO PROVIDE A MINIMUM COVER ABOVE THE TOP OF THE PIPE AS FOLLOWS UNLESS INDICATED DIFFERENTLY ON DRAWINGS OR Af', PER CITY OR COUNTY CODES OR REQUIREMENTS: a. POTABLE IRRIGATION: 1. PLANTING AREAS: NON-PRESSURE LINES -12' OF COVER ( 18' OF COVER IF 3" 1.0. PIPE) PRESSURE LINES -18' OF COVER (24' OF COVER IF 3" 1.D. PIPE) 2. PAVED AREAS: NON-PRESSURE LINES IN SLEEVES -24" OF COVER PRESSURE LINES IN SLEEVES -30' OF COVER ELECTRICAL WIRES IN SLEEVES -30' OF COVER LINE CLEARANCE: a. POTABLE IRRIGATION LINES SHALL HAVE A CLEARANCE OF 6" OR MORE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. b, PARALLEL IRRIGATION LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER, NOR AGAINST THE SIDES OF THE TRENCH. FLUSHING AND ADJUSTING SYSTEM: a. AFTER IRRIGATION PIPELINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF IRRIGATION OF IRRIGATION HEADS, OPEN THE CONTROL VALVES AND USE A FULL HEAD OF WATER TO FLUSH OUT SYSTEM. AFTER THE SYSTEM IS THOROUGHLY FLUSHED, RISER SHALL BE CAPPED OFF ANO THE SYSTEM PRESSURE TESTED. b. ADJUST VALVES ANO ALIGNMENT AND COVERAGE OF IRRIGATION HEADS. ADJUSTMENTS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREES OF ARC. THESE CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. c. SYSTEMS REQUIRING FLUSHING SHALL ACCOMMODATE THE WATER GENERATED BY THE FLUSHING WITHOUT EROSION OR DISTURBANCE TO THE PLANTING. WATER SHALL BE CHANNELED INTO ADJACENT DRAINAGE STRUCTURES (SWALE, GUTTER, ETC) WHERE POSSIBLE. HYDROSTATIC PRESSURE TEST: ~. NOTIFY OWNER'S REPRESENTATIVE 48 HRS PRIOR TO HYDROSTATIC PRESSURE TEST, TESTING SHALL OCCUR PRIOR TO BACKFILLING AND INSTALLATION OF />Ni VALVES. b. NO TESTING SHALL OCCUR, NOR SHALL ANY WATER BE ALLOWED INTO ANY SYSTEM BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED c. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125 LBS PER SQUARE INCH FOR NOT LESS THAN FOUR HOURS. TEST ALL NON-PRESSURE LINES UNDER EXISTING STATIC PRESSURE CITY INSPECTOR MUST OBSERVE TEST AND APPROVE SAME PRIOR TO BACKFILLING TRENCHES. d. e. IF LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL SYSTEM IS PROVEN TO BE WATERTIGHT. FURNISH NECESSARY FORCE PUMP ANO OTHER TEST EQUIPMENT. 28 JAN.97 2.n.<:! .suonii.!li!L 1.1..MAR 97_3rd Suurn1{idl F. G. SLEEVES: l. SLEEVES SHALL BE A MINIMUM OF lWO TIMES LARGER THAN PIPE OR WIRE BUNDLE IT ENCLOSES. ONE PIPE PER SLEEVE. PIPE SIZE SHALL BE 2' MINIMUM 2, PIPE SLEEVE UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED PRIOR TO PAVING OR RE-PAVING AND SHALL EXTEND 12" BEYOND EACH SIDE OF PAVEMENT, THE LETTERS 'E' FOR ELECTRIC ANO 'W' FOR WATER SHALL BE STAMPED OR CHISELED IN THE PAVEMENT DIRECTLY ABOVE THE SLEEVE ON BOTH SIDES OF THE CROSSING. 3. SLEEVE MARKER: METALLIC BACKED LOCATING TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF ALL SLEEVES, 12' DIRECTLY ABOVE SLEEVES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES ANO CHASES UNDER PAVING, THROUGH WALLS, ITC., UNLESS OTHERWISE NOTED. CITY INSPECTOR MUST APPROVE SLEEVE MATERIAL, LOCATION ANO DEPTH PRIOR TO BACKFILLING. VALVES: l. REMOTE CONTROL VALVES ANO PRESSURE REDUCING REMOTE CONTROL VALVES, 2. 3. 4. 5. a. VALVES SHALL BE LOCATED IN SHRUB Pl.ANTING AREAS WHERE POSSIBLE. b. VALVES SHALL BE GROUPED TOGETHER WHEREVER POSSIBLE AND INSTALLED IN INOIVI DUAL VALVE BOXES. c. REMOTE CONTROL VALVES SHALL BE OF SLOW CLOSING DESIGN, AND AUTOMATICALLY CLOSE IN THE EVENT OF POWER FAILURE. d. REMOTE CONTROL VALVES SHALL BE SIZED TO PROVIDE ADEQUATE PRESSURE DIFFERENTIAL FOR PROPER OPERATION. e. WHERE THE PRESSURE AT THE REMOTE CONTROL VALVE EXCEEDS 80 P.S.I. (DUE TO ELEVATION DROPS, ETC.), A PRESSURE REDUCING VALVE SHALL BE USED TO REDUCE PRESSURE TO DESIGN LEVELS. f. VALVES SHALL BE ADJUSTED SO THAT THE MOST REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANUFACTURER . VALVES SHALL BE ADJUSTED SO A UNIFORM DISTRIBUTION OF WATER IS APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAL VALVE SYSTEM. g. PROVIDE A PVC UNION ON THE DOWNSTREAM SIDE OF THE VALVE. CONNECTIONS SHALL BE MADE HORIZONTALLY. BALL VALVES: a, BALL VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS WHERE POSSIBLE. b. BALL VALVES SHALL BE INSTALLED TO DIVIDE THE IRRIGATION SYSTEM INTO CONTROLLABLE UNITS, AND TO AVOID DRAINING LONG RUNS OF PIPING FOR SYSTEM REPAIRS. c. BALL VALVES SHALL ISOLATE ALL LOOPED PORTIONS OF MAINLINE NETWORKS. CHECK VALVES: a. PROVIDE A MANUFACTURER INSTALLED CHECK VALVE IN EACH SHRUB HEAD ON RISER. WHEN A WINUFACTURER INSTALLED CHECK VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION CHANGE EXCEEDS TEN FEET PROVIDE AN IN LINE CHECK VALVE ON THE RISER OF EACH SHRUB HEAD ACCORDING TO DETAILS. b. PROVIDE A MANUFACTURER INSTALLED CHECK VALVE IN EACH POP-UP HEAD. WHEN A MANUFACTURER INSTALLED CHECK VALVE IS NOT AVAILABLE, OR WHERE THE SYSTEM ELEVATION CHANGE EXCEEDS EIGHT FEET, PROVIDE AN IN LINE CHECK VALVE ON THE SWING JOINT ASSEMBLY OF EACH POP-UP HEAD ACCORDING TO DETAILS. HIGH FLOW SHUTOFF VALVES: a. EXCESS FLOW SHUTOFF VALVES SHALL BE INSTALLED WITH ALL IRRIGATION SPRAY HEADS LOCATED AT TOP OF SLOPES REVEGETATED PER SECTION 7.2-3 OF THE CITY OF SAN DIEGO LANDSCAPE TECHNICAL MANUAL AND WITHIN lWO FEET OF A PUBLIC SIDEWALK. QUICK COUPLING VALVES: a. QUIC,~ COUPLING VALVES SHALL BE LOCATED IN SHRUB PLANTING AREAS WHERE POSSIBLE. b. QUICK COUPLING VALVES SHALL BE SET APPROXIMATELY 12" FROM WALKS, CURBS, HEADERS, OR PAVED AREAS WHERE APPLICABLE, VERTICAL POSITIONING OF QUICK COUPLING VALVES SHALL BE SUCH THAT THE TOP OF QUICK COUPLER WILL BE 112" ABOVE SETTLED FINISH GRADE AS DETERMINED AFTER THE TURF IS ESTABLISHED AND 3' ABOVE SETTLED FINISH GRADE IN SHRUB AREAS. II As Bu I L T // I j>i'j-:()\ l'I) l'DI·, 1·1 1 .\ \. ··1 '\(' I : . . , . . \ I . J • I I \ I. ·r·': 11·?1"11(' \'I.I(',' .'',' i \ ,\11 , .. '.\!', 1 • .1\ .. ,\.,,] :\·(·11 1'1 1 '' l'L'lc('[il•' \ '· J '/ ' \ I . I\ j ' . I I I I ) ., \ . ,I '.! .. · > 27 CITY OF CARLSBAD 43 A VI ARA PLANNING AREA 12 CT 89-39A 350-9L H. I. J. K. VALVE/ PULL BOX: 1. VALVE BOXES SHALL BE SET TWO INCHES {2') ABOVE FINISH GRADE IN SHRUB AREAS. 2. VALVE BOXES ADJACENT TO WALKS DR PAVING SHALL NOT BE INSTALLED HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING .. 3. INDICATE ON VALVE BOX LID EITHER PB. FOR PULL BOX, B.V. FDR BALL VALVE, OR THE IDENTIFICATION NUMBER OF THE REMOTE CONTROL VALVE AND CONTROLLER CLOCK LETTERS SHALL BE 3' HIGH, 1/2' WIDE AND BURNED INTO THE LID WITH A SOLDERING IRON DR ENGRAVED INTO THE LID WITH A ROUTER. SPRINKLER HEADS: I. SPRINKLER HEADS AND RISERS SHALL BE INSTALLED ACCORDING TO DETAILS. 2 SPACING OF IRRIGATION HEADS SHALL NOT EXCEED MAXIMUMS PER THE IRRIGATION LEGEND. 3. INSTALL SPRINKLER HEADS 12" FROM /lffi VERTICAL SURFACE (WALLS, FENCES, BUILDINGS, ETC.). 4. INSTALL POP-UP TYPE HEADS ADJACENT TO WALKS, PAVING, HEADERS, GLA21NG, AND TOP OF RETAINING WALLS TYPICALLY. 5. TOP OF POP-UP TYPE HEADS ADJACENT TO WALKS OR PAVING SHALL NOT BE HIGHER THAN FINISH SURFACE OF ADJACENT WALK OR PAVING. 6. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS AND NOT THROW ONTO WALKS, BUILDINGS OR WINDOWS WHEREVER POSSIBLE. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS SUBDIVISION BOUNDARY LINES. WHERE ON-SITE FIELD CONDITIONS REQUIRE CHANGES, HEADS SHALL BE ADDED OR DELETED IN ACCORDANCE WITH THE MAXIMUM SPACING LIMITS ESTABLISHED IN THE IRRIGATION LEGEND. PIPE SIZING SHALL BE ADJUSTED ACCORDINGLY. WATER VELOCITY IN PIPES SHALL NOT EXCEED 5 FEET PER SECOND, AND FLOW SHALL NOT EXCEED RECOMMENDED MAXIMUM OF REMOTE CONTROL VALVE SIZE. 7. IRRIGATION HEADS WITHIN A CIRCUIT SHALL HAVE A UNIFORM PRECIPITATION RATE. DO NOT INTERMIX DIFFERENT TYPES OR BRANDS OF IRRIGATION HEADS ON THE SAME CIRCUIT. RA.IN SENSING DEVICES: RAIN SENSING DEVICES SHALL BE INSTALLED PER THE w.NUFACTURER'S RECOMMENDATIONS. CONTROL WIRING: 1. INSTALL WIRING IN SAME TRENCH AS PRESSURE SUPPLY LINES WHEREVER POSSIBLE. 2. THERE SHALL BE EIGHTEEN INCHES (18') COVERAGE OF EARTH OVER THE 24-VOLT CONTROL WIRE. INSTALL WIRE IN TRENCH AND TAPE TO MAIN LINES ON SIDE OF PIPE, WHERE APPLICABLE, AT 10' INTERVALS. 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND AUTOMATIC CONTROL VALVES. 4. ALL SPLICES SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS 5. PROVIDE 1WO SEPARATE SPARE CONTROL WIRES TO EACH SINGLE VALVE OR VALVE MANIFOLD {A VALVE MANIFOLD IS CONSIDERED MJY VALVE GROUPING WHERE VALVES ARE PLACED NO FURTHER THAN 3' APARD TWO SPARE WIRES WHICH ARE LOOPED FROM VALVE TO VALVE ARE NOT ACCEPTABLE. SPARE WIRE ENDS SHALL BE ENCASED IN WATERPROOF CONNECTORS PER APPROVED MATERIALS. 6. EACH INDIVIDUAL CONTROLLER'S CONTROL WIRES SHALL BE BUNDLED AND TAPED TOGETHER WITH COLORED TA.OE AT INTERVALS NOT EXCEEDING TEN FEET (10'). CONTROLLER IDENTIFICATION TAPE COLORS SHALL BE Af, FOLLOWS: COO-ROLLER CQl.OR CONTROLLIB. COi.QR A BLACK C YELLOW B RED D ORANGE 7. TRENCH MARKER: WHEN CONTRACTOR CANNOT INSTALL CONTROL WIRES IN THE SAME TRENCH AS THE PRESSURE SUPPLY LINES, ALL DIRECT BURIAL WIRES SHALL BE MARKED WITH A CONTINUOUS RED COLORED TRENCH MARKER PLASTIC TAPE PLACED NINE INCHES (9") BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. 8. IDENTIFY CONTROL WIRES WITH PERMANENT LABELS WHICH INDICATE THE WIRE'S CONTROLLER ANO VALVE NUMBER. ATTACH WIRE LABELS AT CONTROLLER AND BOTH SIDES OF ANY SPLICE. 9, IN LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES OR VALVE BOXES. 10. ALL WIRES IN PULL BOXES SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE INCHES (3') FROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE THIS R EQU: REM ENT. 11. WIRE CONNECTIONS: NEUTRA~ PILOT AND SPARE WIRES SHALL BE INSTALLED WITH A!' DIA. BY 2'-0' LONG COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE, WIRE SPLICE, /\ND 100' ON CENTER 12. TESTING: ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TD CONNECTING TD EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S EXPENSE. . , L. M. N. 0. P. BACKFILLING: l. DO NOT BACKFILL THE PIPE JOINTS UNTIL THE SYSTEM HAS BEEN PRESSURE TESTED AND ACCEPTED. 2. MECHANICALLY COMPACT BACKFILL FOR TRENCHING TO DRY DENSITY EQUIVALENT TO ADJACENT UNDISTURBED SOI~ ANO MEET ADJACENT GRADES WITHOUT SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. 3. PLACE 6' OR MORE OF CLEAN SOI~ FREE OF DEBRIS, ROCK, ETC. AS INITIAL BACKFILL ON PRESSURE SUPPLY LINES. 4. PLACE FINE GRANUlAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE AS INITIAL BACKFILL ON ALL NON-PRESSURE LINES. 5. PLACE A MINIMUM OF 6" OF SANO ON PIPES LOCATED UNDER AREAS WHERE PAVING WILL BE INSTALLED. USE SPECIFIED INITIAL BACKFILL FOR REMAINING FILL AS NECESSARY. 6. INSTALL PIPING UNDER EXISTING WALKS BY JETTING OR BORING. IF CUTTING OR BREAKING OF WALKS IS NECESSARY, IT SHALL BE DONE ANO REPLACED AS A PART OF THIS CONTRACT. OBTAIN PERMISSION FROM OWNER'S REPRESENTATIVE BEFORE PROCEEDING. AUTO MA.TIC CONTROLLERS: 1. THE AUTOMATIC CONTROLLER SHALL BE INSTALLED AT THE APPROXIMATE LOCATION SHOWN ON THE PLAN IN A MANNER RECOMMENDED BY THE MANUFACTURER. CONTRACTOR SHALL CONNECT REMOTE CONTROL VALVES TO CONTROLLER TO CORRESPOND WITH THE STATION NUMBERS, IN THE SEQUENCE SHOWN ON THE PLANS. 2. CONTROLLERS SHALL BE PROGRAMME□ SO WATERING WILL NOT INTERFERE WITH CONSTRUCTION OR NORMAL USE OF THE PROPERTY. 3. All LOCAL AND OTHER APPLICABLE CODES SHALL TAKE PRECEDENCE IN CONNECTION OF THE 110 VOLT ELECTRICAL SERVICE TO THE CONTROLLER. OWNER SHALL PROVIDE POWER TO THE CONTROLLER. CONTRACTOR SHALL COMPLETE HOOK-UP TO THE CONTROLLER. 4. CONTROL MECHANISMS FDR MOISTURE SENSING SYSTEMS SHALL BE ACCOMMODATED WITHIN THE CONTROLLER ENCLOSURE. 5. UNLESS SPECIFICALLY APPROVED BY THE PLANNING DIRECTOR, ALL CONTROL CIRCUITS SHALL BE DESIGNED TO OPERATE ONE VALVE AT A TIME. PRESSURE REGULATION DEVICES: I. PRESSURE REGULATION DEVICES SHALL BE INSTALLED ON ANY SYSTEMS WITH A STATIC INLET PRESSURE AT THE POINT OF CONNECTION GREATER THAN 80 PSI UNLESS SPECIFICALLY APPROVED BY THE PLANNING DIRECTOR. PRESSURE SHALL BE REGULATED TO A PRESSURE ADEQUATE TD OPERATE THE EQUIPMENT AT DESIGNED PRESSURES WITH ALL INCi DENTAL AND LINE LOSSES INCLUDED. 2. PRESSURE REGULATION DEVICES SHALL BE INSTALLED ABOVE GROUND, IN LINE WITH THE BACKFLOW PREVENTION DEVICE, MAKING ONE COMPLETE ASSEMBLY. 3. ADJUST PRESSURE REGULATION DEVICES TO ACHIEVE 10 PSI MORE THAN THE MINIMUM HEAD OPERATION PRESSURE FOR EACH TYPE OF HEAD AT THE HIGHEST SYSTEM ANO/OR HIGHEST AND LARGEST SYSTEM. SEE IRRIGATION LEGEND FOR THE LOWEST OPERATING PRESSURE RANGE OF EACH HEAD TYPE. BA.CKFLOW PREVENTION UNITS: l. BACKFLOW PREVENTER ASSEMBLIES SERVING POTABLE WATER SHALL BE PAINTED FlAT BLACK AND BE LOCATED IN SHRUB AREAS. FINAL LOCATION SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. CLEAN-UP: I. UPON COMPLETION OF WORK IN THIS SECTION, CONTRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERATIONS; REMOVE UNUSED EQUIPMENT AND IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION SUCH Af, TD MEET THE APPROVAL OF THE OWNER'S REPRESENTATIVE. ;\!'FEOV! D l DH PLA\'J'Ji';c: AND JHh'.!C:,~l'ION 0\1.Y. I\ CL l • DI l\ C : ' R c: C I:, r: I UC,\ TIO'\ 0 F PL 1\ NT INC \ -, '" \.' I ~\ ,-, i ~ . ·-------······-------· l. >:. i • ····----·-··-·-··-··-·· Ii. ... '·---i --··-· .. ·-i---··· .... ·············-···--··-··-···-···· ······! 28 i .. --~-... "' ., ... ,., --··· +" """" ' I .... . -~-·-····-· ··-=~+········· A VIA RA PLANNING AREA 12 .&).AN 97 2nd Su~"Tlittal 31 MAR 97 3rd Sutm11r;;f . -····----· ··---' , ... "" -· ., . . ; ; . ' : '...,, ... ··--·· ...... ,____ . ""'(" I' C •r• ,;!-i'. ;. ,., .. , .. , .. , , ·, i ,. : .' ,,, \ c'.· ·v : I ••• • I 1:: __ CT 89-39A 350-9L • • I I I I I Trees Size 36" Box 3611 Box 36" Box 60" Box 24" Box 36" Box 36" Box 36" Box 36" Box 5Gal 36" Box 48" Box 36" Box 36" Box 36" Box Columns Symbol Size 0 15 Gal 0 15Gal © 15 Gal © 15 Gal fl 15Gal Quantity Botanical name Quantity Arecastrum romanzoffianum Arecastrum romanzottianum Callistemon viminalis Cinnamomum camphora Cupressus sempervirens Hymenosporum flavum Jacaranda mimosifolia Ligustrum lucidum Olea europea 'Swan hill' Pinus eldarica Pinus eldarica Pinus eldarica Podocarpus henkelii Prunus cerasifera 'Krauter vesuvius' Tristania laurine Botanical name Cupressus sempervirens Grewia occidentalis Juniperus chinensis 'Spartan' Ligustrum japonicum 'Texanum' Prunus caroliniana 'Bright and Tight' Vines/Espaliers Symbol Size • 15 Gal 0 15Gal ... 5Gal t 5Gal -l(• 15 Gal * 15Gal Quantity Botanical name Galliandra haematocephala Camellia sasanqua 'Setsu gekka' Distictis 'Rivers1 Distictis buccinitoria Photinia fraseri Pyracantha fortuneana ' raberi' .. .... ,. .. ~*·. ------ 1 3 Common Name Queen Palm Queen Palm Weeping Bottlebrush Camphor Tree Italian cypress Sweetshade Jacaranda Glossy Privet Fruitless Olive Afghan Pine Afghan Pine Afghan Pine Long-leafed Yellow-wood Flowering Plum Swamp Myrtle Common Narne Italian Cypress Lavender Starflower No Common Name Japanese Privet Carolina Laurel Cherry Common N.arne Pink Powder Putt Camellia (white) Royal Trumpet Vine Blood-Red Trumpet V e Fraziers Photinia Firethorn ... • • ,... . 1 3 ZONE 3 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 650 S.F. REMAINING NATIVE PLANT COVERAGE OF 40% TO 60%. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES ZONE 2 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 400 S.F. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. ZONE 1 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDLINES) NO DENSE OR TALL PLANTINGS, LIMIT PLANTINGS AGAINST STRUCTURES AND AVOID HIGHLY FLAMMABLE SHRUBS. THIN DEAD BRANCHES AND FOILAGE, WATER TO MAINTAIN PLANT MOISTURE AND ADHERE TO SETBACKS AND ARCHITECTURAL MODIFICATIONS. ROOT BARRIER (TYP.) 1 3 --91•·· -------- 1 3 ----------- --- • I I I • I I ' I L------ 1 3:-nir------- I I • I I • I I I \.,_ ---------------~-~-- LIGHTING LEGEND I I ' I I I I I I 1 SYMBOL TYPE FIXTURE MANUFACTURER -$ UPLIGHT HADCO • WALL LIGHT HADCO * BOLLARD HADCO 1 __ .... ----- • • • • • • • • I -J I l MODEL NO. BC:4-A WA1-H RD6-A-K-S LAMP ACCESSORIES 150W PAR 38 -30° #S3A ROCKET PERMA POST 76WA-19 #S3A ROCKET PERMA POST 10/JW A-19 NOTES: SEE SHEETS SEE SHEETS 4 , 4 2 • 4 3 FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS 96.059 PHOJF.C 1 21 OCT 9q CiAfE BA 28 JAN 97 2nd Submittal 28 Feb 97 WF PLAN 31 MI\R 97 3rd Submittal PRINT D.o.TF. I RE't1$!(1NS ' L ' . 3 June 97 4th Submittal i I' ' ' ' , , , , , , , , ' , , , ,, , , , , , / , , , , , , , , , , / / , , , , ,' , , , , I ,, , , , , ~-,. , , , , I '\ ', \:\ ,\ I i .... ~-~ .... -... -... ----- ' I I ' --------·- ----·---.. -· -■-----■--------___ ft ___ _ ------- .----■- _ .. ----------.. -· ------· -------------- --■-·-· ---·-----· --·-___ ...... ------ .. --------...-- ------■-----· ---·-· --------~-~ -------------___ ,.. ___ .... ,. ,1,l'l'!~OVl 1:li l'UI? l'l,i\NTINC: ,\ N ll I l<fd C: ;\ 'I' I(\\ 0 i'H, 'I ' "(.' I l I I' I ls: ... , I' I-'!•' ( · 1,, I<' ! .. ~ .. , .. ) ~\) ~->,.',.J LDC,\TI()',, O!' l'I.Ai\''INC \ 1-, ' ' ! ' ' / . '-I'. I\ ,-: ·,1,11:;· 29 ' '1 I . I ,,.....-- 1 I \ I 0 4 8 1 6 11 AS BU IL T 11 . ii i.. i I • I li'T!.' ! 1·_,11 1 .. 11 CITY OF CARLSBAD ' I ' 43 i·', .. ,\1-frl; t-; Lil :··'/:,i, l Vi,\ I ' ' AVIARA PLANNING AREA 12 r. ' .. '. l .. • :\ :-.J ; CT 89-39A Shrubs, Perennials, and Annuals Symbol Size au.,ntity Botanical name Common Name 1 Gal@ 15" o.c. 1 Gal @ 10" o.c. SGal © 15 Gal 0 SGal ~. 1 Ga;:~a~'o.c. Z.I? ~ 5Gal 0 EB 5Gal 1 Gal. 1 Gal @ 15" o.c. P 15Gal // 5Gal @(i'j CD 0 ® 0 0 ® 0 ® 5Gal 5Gal 5Gal SGal SGal 5Gal 15Gal 5Gal 5Gal SGal 0 15Gal ti. Groundcover Symbol Size Quantity lliill From Sod Llill -From Flats 18' o.c. Agapanthus africanus 'Queen Ann' Lily•Of· The-Nile Bergenia corc!Wolia Heartleaf Bergenia Buxus microphylla japonica 'Green Beauty' Japanese Boxwood Cal/iandra haematocephala Camellia sasanqua 'Tanya' Eriobotrya 'coppertone' Hemerocallis hybrids llex vomrtoria 'Nana" Juniperus chinensis 'Sea Green' Lavendula dentata 'Candicans' Ligustrurn japonicurn 'T exanum' Liriope gigantea Myrtus communis 'Compacta' Nandina domeslica 'Guff Stream' Pittosporum crassffolium 'Nana· Pittosporum tobira 'Variegata' Pittosporum tobira 'Wheeler's Dwarf' Phormium cookianum Pholinia fraseri PhOtinia fraseri Raphiolepis indica 'Clara' Rhapiolepsis indica 'Jack Evans' Rosmarinus officinalis 'Tuscan Blue' Viburnum japonicum Botanical name Mara1hon Ill' Myoporum parvifolium Pink Powder Puff Sun Camellia Loquat Dayrny Dwarf Yaupon No Common Name French Lavendar Japanese Privet Big Blue Lily Turf Dwarf Myrtle Heavenly Bamboo No Common Name Variegated T obira Wheeler's Dwarf Tobira No Commen Name Photinia Photinia India Hawthorn India Hawthorn Rosemary No Common Name Common Name Double Dwarf Tall Fescue No Common Name This symbol (') denotes the plant material to be planted with the "Acid Loving Backfill Mix" i • • • • • • • ' • • ' • • • \ • • • • • i • • \ I I ' I ' ' ' ' I I ' J>-o.,., I i IYlo,,1,C-<__ )'C;:,{ E : ' ' ~---~----------~-~-., ZONE 3 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 650 S.F. REMAINING NATIVE PLANT COVERAGE OF 40% TO 60%. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. ZONE 2 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 400 S F HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. ZONE1 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDLINES) NO DENSE OR TALL PLANTINGS, LIMIT PLANTINGS AGAINST STRUCTURES AND AVOID HIGHLY FLAMMABLE SHRUBS. THIN DEAD BRANCHES AND FOILAGE, WATER TO MAINTAIN PLANT MOISTURE AND ADHERE TO SETBACKS AND ARCHITECTURAL MODIFICATIONS. NOTES: SEE SHEETS SEE SHEETS 4 1 4 2 • 4 3 FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS 96.059 ~ROJfCT 21 OCT 96 DRAWN 28 JAN 97 2nd Submiltal 28 Feb 97 WF PLAN 31 MAR 97 3rd Suom•tl•I e'~INT DA r, 1 llfVISIOtsS ?R!flff CIATE 1AEVISONS , ,, , , , , , ; , , , , , / ,/ , , , , ,. , , / , ,, , , , , ,, , , , " , , ., , , , , , , , , ,,, ' ' ' ..... '· , / , , , , " , , , , , , , , , / , , , , , , ,, , , , , , , , , , , , , , , , , , , , ,, , , , ,, , , ..... . .... . ' ..... .... ..... ..... \ ·-·-· ·-----■-- -----· --..... ■---·--·-· ■---■-------- --·-------------. -·-· -·-·-· -----------■-·-· ..... ..... .. .... .. .... I ' I • • I ' • I • • i I • • •-M-•--•-• ■-------·-·-,,---~ ) ---· -·-· -■-·-· ----·-· -■---·-· --------, ___ _ --·-· -•-•-•-•-•-•-A . --. .. __ ,_ .. _ ■---------­·-·- -· -----~N,,"Y',,'\', --------■------~~ ~'i{X~';'; . --,; ~-~ SLOPE GROUNDCOVER NOTE: JUTE MESH AND GROUND COVER FROM FLATS WILL BE ADDED TO SLOPES OVER 4' IN HEIGHT, IF REQUIRED FOR EROSION CONTROL AT THE DISCRETION OF THE CITY OF CARLSBAD INSPECTOR . ; ; 0 4 8 //As Bu I LT II • •·• ,, 1 1'u 1r· ·1rrr.•.' r).'.·,L,\ . . \ _ 'I !_ I ! _ \ fl. l I. l _.. \ ... : ,J ._ l \::·1 l' 1·· '"'· J's'l"C'!-:1, _,\ ,J' )I,,,, l~ _j ' _, I CC' \T!O\ OF l'LA\iT!f<C \i{F.l.:~ ~' ··-· --·--·---·····-·--" (_ , c-' ~ I 6 A VIARA PLANNING AREA 12 CT 89-39A 350-9L I I' ' \ ' ' ' I ·-J I 1_.J._.J I i I I I I I I \ LIGHTING LEGEND SYMBOL TYPE FIXTURE MANUFACTURER -$ UPUGHT HADCO -$-WALL LIGHT HADCO -$-BOLLARD HADCO 1 3 \ 1 2 I. ' \ ' ... L... . MODEL NO. LAMP ACCESSORIES BC4-A 150WPAR38·30° #S3A ROCKET PERMA POST WA1·H 75W A-19 #S3A ROCKET P!:RMA POST RDG-A-K-5 100W A-19 -$- 13 f // . . I -$-1 2 , , , , , ~~;:::-· " . . . __ ___/ 1 2 NOTES: SEE SHEETS SEE SHEETS 4 1 42-43 ~~ -/~-=-:~\ ,, ' ~ ' 1 3 / / ,, I I 1 3 I / FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS A / -$- 1 3 I ! ./ 96.059 PllM:::T 21 OCT 96 BA Trees Size Quantity 36" Box 36" Box 36" Box 60" Box 24" Box 36" Box 36" Box 36" Box 36' Box 5Gal 36u Box 11 48" Box 11 36" Box 36" Box 3611 Box Columns Symbol Si~e Quantity 0 15 Gal Botanical name Arecastrum romanzoffianum Arecastrum romanzoffianum Callistemon viminalis Cinnamornum camphora Cupressus sernpetvitens Hymenosporum flavum Jacaranda mimosifolia Ligustrum lucidum Olea europea 'Swan hilr Pinus eldarlca Pinus eldarlca Pinus eldarica Podocarpus henkelii Prunus cerasifera 'Krauter vesuvius' Tnstania launna Botanical name Cupressus sempervirens Common Name Queen Palm Queen Palm Weeping Bottlebrush Camphor Tree Italian cypress Sweetshade Jacaranda Glossy Privet Fruttless Olive Afghan Pine Afghan Pine Afghan Pine Long-leafed Yellow-wood Flowering Plum swamp Myrtle Common Name ROOT BARRIER (TYP.) I I ,.., 0 15Gal Grewia occidentalis Italian Cypress Lavender Slartlowet No Common Name Japanese Privet C&rolina. Laurel Cherry I 2 28 JAN 97 2nd Submittal 2B Feb 97 WF PLAN \ ' I I I I I I 31 MAR 97 3rd Submittal ~INT D.O.fE I AEVIS!OOS ; , , ; ; ; / / I , I ,/ ~ , I ; I I -$-1 2 I I I I I I I I I I I I I I I I .. ., I .. I " I .._.,_ I ._,_, ,' 1 ? ........ I . . .... H I , L__ .-,.,~ I ,.: I ~"" , r• I ' r:, 1 3 1 3 0 15Gal 0 15 Gal .:.,i;~i.:..,:L, 6 15 Gal Vines/Espaliers symbol Size auantlty • 15 Gal 0 15 Gal .. 5Gal t 5Gal * 15Gal Ill> * 15Gal Junipen.1s chinensis 'Spattan1 Ligustrum japonlcum 'Texanum' Pn.mus caroliniana 'Bright and TightN Botanical name Calliandra haematocephala Camellia sasanqua 'Setsu gekka' Distictis Hivers' Distlctis buccinitoria Photinia fraseri Pyracantha ronuneana ·grabeli' Common Name Pink Powder Puff Camellia (white) Royal Trumpet Vine Blood-Red Trumpet Vine Fraziers Photinia Firethorn 1 3 ' \ I I I 1 2 • • • • • • • • I • • • • • • • • I • • I • • I I I • • I • • ,. / i • 59 0 4 8 1 6 • I • • I • • • I • • I • I • • I • • • • ' \ Pppovrn FOR Pl.1\ ]'{TJN'C -\'.'JD IRRiC\T!O\ O\LY : \ c L l' D 1 \ c; r RF: c 1,c; E LO C :\ T IO>! 0 F PL;\ \J TING ARE: 1\ :; .... --. ----·-·+····--... -. _ .. ··1--····· .. ---··-·······-···· ··--····-.. ·--····· ······-···-........ ---·· ····-· ······-·· ·---·····-··-.... --··---... -···----·--·--··---·-··-· ·+ -·-----, I ' . -···· .. ·--t·· ··-····-· .... ··i-... . . . . ·-....... _ ·-·. ·-·· -······· ................. ·-.. .. .. ···-. :••·--···· .. -··· .......... j_ ..... ·-· ... --.. ·-:-·-. ·-.. ···-··· .l, ... ,"u _ •• .l __ ---·--··-_ . ___ ·--··-·--·--·-·---··-·--. -··--·--· __ ._J__. ···---·--..l-··--·---: ·-·-···-·· _ 1 I I , ! ... ······-·· ...... -.. ~--· ····--···. ·1 ... _ ..... _. ·····-··· ........... ·--.. ····-· ........ _........ . ........... _ ... ·-······ . ···-·· ·~-·· -· .. ····-· .. ·-··-(... . ···--··-··-·····-· .. ··· ····-.. ··-·- 11 AS BUILT 11 .... ·· .. _, -··· -· ·--.. ···-· -·-,, ________ ..... ·-----,-,,cc,~.-· r I·~ I. 1 •0• L '~ -··---·---F . :·: • -... ·--··· ·----- ~· .... I'. • A VIARA PLANNING AREA 12 .......... -.. ···+··· .. ····--~-·-· . ' ···-··-.. ·-·1·· ··-·· ..... ·-t-···-·-· ' I .... --···-· ·-· ·t-·····-·--··t ..... . 1... .. ........ _ .... r ..... -I ..... .. .. 1 ..... . ... -·-· ··t--· -·-·····-., ........ _ .... ·-·· ·+·· ..... . I A I: . ----··--·· .......... --···· -··-··-·-.. ··· ... -··-·· .. --·--· ·-··-·--· ······-··----· ---· .. ···· ·-·· -····· .. ·-· '. ·-· .......... ---'--···· .. '1i: • .. l . I ·, . : F /-f., ! .'i . : 350-9L; L._ . -··-·--__ _J i ' ' ' \ r- cC :=J 0 u _J f--7 _g_ ct: ~ u <( __J aJ ~ 0 n:: -. -...._\ / I I '· . . . . . . . . . E E -. NOTES: SEE SHEETS 41 FOR PLANTING DETA 1 LS 8, LEGeND SEE SHEETS 42-43 FOR PLANTING SPECIFiCATIONS ' i • • I I • • • • • • , I • • • • • , , I I • , , • • , • , , • , I • • , • • , I • , • • • • I • I I • • , I • , • ·····-·-"·-··---• """'T"'"'" 96,059 28 JAN 97 2nd Submitlal =~~~ '""'" 21 OCT 96 28 Feb 97 WF PLAN ~-°'" BA 31 MAR 97 3rd Submittal DRAW~ PAINT CATE I i;!EV15I0"'5 ffilNf OATE 1!,EI/IS.IO"'S ·-·· .. ------------ Shrubs, Perennials, and Annuals symbol Size OuanHty Botanical name Common Name ' 1 Gal@ 15" O.C. Agapanthus africanus 'Queen Ann' Lily-Of-The-Nile 1 Gal@ 10" O.C. Bergenia ccrdfolia Heartleaf Bergenia . SGal Buxus microphylla japonica 'Green Beauty' Japanese E)oxwood © 15Gal Calliandra haematocephala Pink Powder Puff ~ SGal camelia sasanqua 'T~nya' sun camellia 15Gal z. "!,I Eriobolrya 'coppertone' Loquat 1 Gal@ 15" o.c. Hemerocallis hybrids Oaylily 5Gal ~I llex vomttofia 'Nana' Dwarf Yaupon G) 5Gal Juniperus ohinensis 'Sea Green' No COmmon Name EB 1 Gal. Lavendula dentata 'C8ndicans' French Lavendar t 15Gal 12L Ligustrum japonicum 'Texanum' Japanese Privet 1 Gal@ 15' o.c. Liriope gigantea Big Blue Lily Turf ' 5Gal Myrtus communi,; 'Comp,,cta'. Dwarf Myrtle @(y) 5Gal Nandina domestica 'GuH Stream· Heavenly Bamboo 5Gal t(it, Pittosporum crassffolium 'Nana' No GornrTIOfl Name 0 5Gal Pittosporum tobira 'Variegala' Variegated T obira 0 5Gal P~losporum tobira 'Wheeler's Dwarf' Wheelers Dwarf Tobira ® 5Gal Phormium cookianum No Common Name 0 5Gal Photinia fraseri Photlnia © 15Gal Photinia lraseri Photinia; ® 5Gal ? Raphiolepis indica 'Clara' India Hawthorn 0 5Gal Rhapiolepsis indica 'Jack Evans' India Hawthorn @) 5Gal Rosmartnus officinalis 'Tuscan Blue' Rosemary 0 15Gal ,;,::, Viburnum japonicum No common Name Groundcover Symbol Slza Quantity Botanical name Commorj Name ~ From Sod Marathon 111' Double Dwarf Tall Fescue . mTI From Flats 18' O.C. Myoporum parvifolium No Cammon Name - This symbol(') denotes the plant material to be planted with the 'Acid Loving Backfill Mix" SLOPE GROUNDCOVER NOTE: JUTE MESH AND GROUND COVER FROM FLATS WILL BE ADDED TO SLOPES OVER 4' IN HEIGHT, IF REQUIRED FOR EROSION CONTROL AT THE DISCRETION OF THE CiTY OF CARLSBAD INSPECTOR, \ · !\ l\?P[(' .. -\T'1J'' (_,,:r 1· . ' ' 'I ; . '\ 'I l '' •' • ' LJ i 'J'Ll DI \C: \lRf:('l~:[ L CH' \Ti O \ 0 F 1--' L ,\ ,\ 'J' i !~ (; .\ Fl:A.~ r , ••• i '•• ·,;/ .. '. 0 4 8 1 6 --':' ------------------------' --------------,--~ ----,------, --··· -----------------f----+---+----'----1 1 32 CITY OF CARLSBAD 43 '·---········-··" --.. ·-·-· , .. _. '' f I •• ·; A VIARA PLANNING AREA 12 . ···. -~-··_ ~,__·_····. --,, -_--·. --[p?tV . . . CT 89-39A 350-9L / / / 7 7 \ I \ Columns Symbol Size 0 15 Gal 0 15Gal © 15Gal €) 15Gal 0 15Gal ' Quantity Botanical name Cupressus sempervirens e, Grewia oocidentalis 10 Junlperus chinensis 1Spartan' z:f Ligustrum japonicum Texanum' lo Prunus oaroliniana 'Bright and Tight" LIGHTING LEGEND SYMBOL TYPE FIXTURE MANUFACTURER UPLIGHT HADCO WALL LIGKT HADCO BOLLARD HADCO ~ MODEL NO, BC4·A WA1-H RD6·A·K·5 • • • • • • • • LAMP ACCESSORIES 150W PAR 38 • 30° #S3A ROCKET PERMA POST 75WA-19 #S3A ROCKET PERMA POST 100W A·19 '.,·.-{_ / ,:_;_. ~ ..... \ I ,, .. ,......-· Vines/Espaliers Common Name Italian Cypress' Lavander Startlower No Common Name Japanese Privet Carolina Laurel Cherry Symbol Size • • * 15Gal 0 15 Gal 5Gal • 5Gal 15 Gal * 15Gal NOTES: SEE SHEETS SEE SHEETS Quantity 1 3, ZP1 -Z.7 z. 4 , 4 2 • 4 3 Botanical narne Common Nama Caliiatxlra haematocephala Pink Powder Putt Camellia sasanqua 'Setsu gekka' Camellia (white) Distictis 'Rivers' Royal Trumpet Vine Distictis buccinitoria Blood-Red Trumpet Vine Photinia fraseri Fraziers Photinia Pyracantha fortuneana 'graberi' Firethom FOR PLANTING OETAILS & LEGEND FIJR PLANTING SPECIFICATIONS ~ , "''----~~ .J 96.059 PFIOJ~CT 21 OCT 96 OA,;E BA '[)f'IAWN I i I 28 JAN 97 2nd Submillal .211...&b 97 WF PLAN 31 MAR 97 3rd Submittal ,if'lfNf 0A ff i l'lt.Vl510NS 13 \ I / PRINT ~TE 'flEVISIONS rees Symbol Size 36" Box 36" Box 36' Box 60" Box 24" Box 36" Box 36" Box 36" Box 36~ Box 5Gal 36" Box 48" Box 36' Box 36" Box 36" Box t. .. ,-1, ... \ I . Quantity Botanical name 4 e, 11 Arecastrum romanioftianum Arecastrum romanzoNianum Callistemon viminalis Cinnamomum camphora cupressus sempervirens Hymenosporum ftavum Jacaranda mimosnolia Ligus1rum luoldum Olea europea ·swan hill' Pinus eldarica Pinus eldarica Pinus eldalica Podocarpus henkelii Prunus cerasifera 'Krauter vesuvius' Tlistania laurina LIL' . £E s H M.A .. 1 Cv-~-· ~111~~-~~-tl--·· ..... --Iii ■ II 111 a I . . . 4 \ 4 I I I ,_. I 4 I I I S I I g I WROUGHT IRON FENCE ON RETAINING WALL (TYP.) ,--------,---·-····--··· ··-.............. . f---~-----+-----··------·-···-·-···········-.. common Name Queen Pa.Im Queen Palm Weeping _Bottlebrush Camphor Tree Italian cypress sweetshade Jacaranda Glossy Privet Fruitless Olive Afghan Pine Afghan Pine Afghan Pine Long-leafed Yellow-wood Flowering Plum swamp Myrtle I ' • I • • • ·- ·.::-, .'i'. SHe.eTS 7.~:Z.)L:5e : ,/,"' , . --... •.,•.;" 1····'::'. , ,•:.,ri,-, -· .. ·· .. -·,_,I MAP LOCATION (N. T.S. l EB ,._ _____________________________ __, I I 9 I ET 3 ■ Ill II ■ 11111 ■•. ••••••••• I 111••···· • L-----i• I • • I I • • I • ROOT BARRIER (TYP.) .. ' ----- . " ·, I • • I .. I • I • I . .I--, , ----,.---r·--, ' H.._.-lf"TOI---:,-~ I .••• I I J , , '1 1·· r I 1-i r1 ·,. F !'' I •• \ .· , • ' • / J-' ) ""\ n (' 1·) I ·• · • I ' • • ,() ~ :r:. •r ·-::z • I I • (f) I ,m l 00 : :r. • [Tl . I \\· [Tl \~ : l'" :t \\ I l : 1\ ~t i: \ ~\ !\ . ' ~\ . \ . \ ,, . ' • • • ' r, 1 r·1•1--·: 1"··1,-J'· I I/ : i\ .\ \ < 1 \ , \ () ' .. f \ . . i J : 1 ·•,\('I ·1 111 1:1· l'Pf'1 ·•-:r.· I I 1J • · , 1 . I . \_ 1 \ I I I , l 33 CITY 0 10 20 40 II As Bu : LT // OF CARLSBAD 43 I ~ I -) ---+--. ---··-· .. -I __ ... _ ·--____ ... j. ___ .. ________ _ I , A VIARA PLANNING AREA 12 CT 89-39A 350-9L -----------------·----------------------------------------------------------------------------------------~ 0 / I I I / / / ----,~-------..-------------------.-, ------~~~ It·---------~ --------/ --------~ f;------------------:z1 ----------------I-·------ r------,- ~ --_-_-:_-_-: ---~-----------------------------~--======31 ~ ====== --~~-- ---------------------~------~---------g=======~ -------- -~~====13 -------3 ~-------------------------------~1 ====== ·1 -----=ii -----::II ----=111 ---=t( -===i --= .1 \ \ \ \ \ ' \ \ -=====--.-----------------------------~---------~.;,,,, .... _,:_ __ .,... _---1""'7 ... -_ ... ------_.,. ----~----✓ --..... ---;,_-----...:;::-._.-...,:-_-_-_y ;=-===::==~=:7 _____ ,,, -----7 =-=-=-Y \ \ \ \ \ I \ I \ ' )--/ ()-----< _ _) I \ \ \ I ' \ \ I 4,,,-1 -------/' -=====~=~=~=~=?; 0 ,s, ----=-=-=-=-=-=-✓ ( ========it7 -=-=-=-Y 'i ---:-_;, --_,, MATCHLINE-SEE SHEET 32 Symbol D = ~ cover Sin From SOd From Flals Quantity Botanical name 18" 0 C Marathon lit' Myop::irum parvitol1um / / Common Nam~ Double Dwart raH Fescue No Comrnon Na me • • • • • • SLOPE GROUNDCOVER NOTE: I I.■■■■ ■ • •••••••••a•••••••••••••••••••••••••••••••••••••••••• NOTES: SEE SHEETS SEE SHEETS 4, JUTE MESH AND GROUND COVER FROM FLATS WILL l!E ADDED TO SLOPES OVER 4' IN HEIGHT, IF REQUIRED FOR EROSION CONTROL AT THE DISCRETION OF THE CITY OF CARLSBAD INSPECTOR. 4 2 -4 3 FOR PLANTING DETAILS & LEGEND FOFI PLANTING SPECIFICATIONS 96 ,Q59 21 OCT 96 BA :C(F~j8 -----------~--~ 28 JAN G7 2r.d 3u:>rr:it1al 28 Feb 97 WF PLAN 31 MAR 97_ 3fd Subm11tal Symbol Size ,--1 1 Gal@ 15'oc ' ' ' ' :/:i/:~i':Mt:: I \ ,.\(; \b...-,ot'='\'='\\'%:i:rtX:d}: .... '4: + ... 1 Gal@ lO" o c 5Gal IS Gal SGal 15Gal 1 Gal@ 15' O.C SGal SGal 1 Gal 15Gal 1 Gal@ 15" o.c 5Gal SGal 5 Gal SGal 5 Gal 5Gal ~ Gal 15 Gill 5 Gal 5Ga! 5 Gal 15Gal nnua s Quantity Botanic;il nam,~ 1713 7>2W 44 '11 'n ~½ I Ii (,,2. Agapanthus ..ifricanus 'Queen Anr1' Bergcrna cordifo1ia 81,1>,'.us m1crophylla JaporHca 'Green Besuty· Calllclndra haematocepha.la Camellia sasanqua ·ranya· Eriobotrya 'oopperlone' Hl:'merocallis hybrids. 11(!)( VQn'li'IQna Nana' Juniperus ¢1'iiriens1$ 'Se.i Green· ~v1,1ndula dentata 'Candicans' Lii;1,1strum japonicum 'Texanum· Liriope g1gantea, Myrtus communls ·compacta' Nandina domestica '(;LJI! $!re,;:im' Pittosporum crassttohum 'Nana· Pit1o~potum totirri;l 'Viim:'ga.ta' PlltO$poru1n lob1r,c1 "Nl1eeler 5 Ow~f1 Phorm1um coak1anun: Pl'lot1ri1c1 rraser1 Raph1olep1s 1nd1ca ·ct:11ra' Rh,.1~·.nolep$1S 1nd1ea 'Jc1ck. Evon$' t1 i,i ,; I r71r - Common Name Lily-01· Thf~Nile H1e-:1rtle-af Bmgerna Jap.,in¢$e Boxwooa Pink Powder i:iut1 Sun CamEeUia Loquat Dayldy Dwart Yaupon No Common Name French Lavendar Jap:;:inese Privet Big Blue LIiy furf Dwarf Myrtle Heavonry Bamooo No Common Name Va;1~9,1teid T ohirc1 Wt11~~1;1r't ()w,;ir1 Tob1ra No Common Name India Hi1Mhorn t ' ' (_) '2'.11--1 ~-c1 LJ____,_ l, . . -4!m;~ -~ .,, •.• •" .,,._ .. ~ L0 U1 ,J, c-..i c-..J \i \\ Cl-[L LI-r~r1 \.J.c;c-1 3 June 9-;' .:.1r1 Submtt2-.I r--- ~c., c;-1 Ci'· (··,] (·J \\ 1\ \.J__ c.... U- ~l, ici=J DATE INITIAL ENCINEEi OF WORY, ,, i'?} ·: ... ~:\·,.·-:·_.p.:•: .. ·::-, ,1-,,+-:lli!el --- ''1fii.' ~J.-'":-""'.' ~r'iTT-' 2A ' r J 1----i ~ 1.:4----r RE !"-Of V .. , • 1 DES CR I ;;,TI iJl,J DATE : NIT I AL LL c.') D.ATE ' I ' • • ' ' • • ' SHEETS 5,20,ll,34 _j_ ' • I I ( SHEETS 7,22,37,38 SHEETS 8+23.39-40 SHEETS 6,21+35,36 MAP LOCATION (N. T.S. l ZONE 2 (PER AVIARA FIRE SUPPRESSION LANDSCAPEGUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 400 S.F. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. -1-F=i'f 61 ~ () i ~ -,---zoNE s , ~ ) (PER AVIARA FIRE SUPPRESSION ~ z LANDSCAPE GUIDELINES) CLEAR ..___T"T'i,-...i HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 650 S.F. REMAINING NATIVE PLANT COVERAGE OF 40% TO 60%. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. .--• I Oc, c,, cD ('-] (··J 'i '1 • \ I \.J__ Q._ I..J- INITIA. I • • • • • I ' I ' I • I • l 0 1 0 2 0 4 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS DAT~ Rl_A _____ EXP, ____ _ RcVIEWED BY: INSPECTO'l DATE CITY OF CARLSBAD SrEETS 43 AVIARA PLANNING AREA 12 CARLSBAD TRACT 89-33 APPROVED lt,-1~97 DATE OWN S 1: PROJECT 1,0. DRAWING NO. CHIO BY: ___ _ CJ-y APPROVAL R'iWD BY: CT 89-39A 350-9L Trees Size 36" Box 36" Box 36" Box 60" Box 24" Box 36" Box 36" Box 36" Box 36" Box 5Gal 36" Box 48" Box 36" Box 36" Box 36" Box Quantity Botanical nama (p llP 16 I IZ.. 1Z. 10 Arecastrum romanzoffianum Arecastrum roman.zoffianum Callisternon viminalis Cinnamomum camphora Cupressus sempervirens Hymenosporum llavum Jacaranda mimosifolia Ligustrum lucidum Olea europea 'Swan hill' Pinus eldarica Pinus eldarica Pinus eldarica Podocarpus henkelii Prunus cerasifera 'Krauter ..,esuvius' Tristania laurina Common Name Queen Palm Queen Palm Weeping .Bottlebrush Camphor Tree Italian cypress Sweetshade Jacaranda Glossy Privet Fruitless Olive Afghan Pine Afghan Pine Afghan Pine Long•leafed Yellow-wood Flowering Plum Swamp Myrtle ;"'#,; #,,..,."' ' .,,,...,." Columns Symbol Size 0 15 Gal 0 15Gal © 15Gal @ 15Gal 6 15 Gal ; . ,,.,,, ' /,. .. t . ' I ' . I • ................ ~- ' I I ' ,. . ' ' ' ' ' • I I -.. / • • I ' I I ' . I I I ' I ' I • • •· I I I' I I ' I ' I I ' I .. I I I. I I I ~~ --I (,J (,J 'I 1 • • I I I I • • ' • I I i T : "" !""-.-., I 4 I I 4 i...;~---~~,, ., "; ;_..,_,_ ' . .:. ' '1 4 I . , : J ., I ,I \ I * .. ·-----··-··-··· •·· . Quantity 10 ID ,s e, 6 -·-7 I Vines/Espaliers Botanical name Cotnmon Name Cupressus sempervirens ' nalian Cypress Grewia. occidenta6s Lavender Startlower Juniperu$ chinensis 'Spartan' No Common Name Ligustrum japonicum 'Texanum• Japanese Privet Prunus caroliniana 'Bright and Tight' Carolina Laurel Cheny F ROOT BARRIER (TYP.) 41 I : I : 6 I i I I* . ___ J * i I p -•• ,_ __ __,,. NOTES. -,, . , ..... I , ,---.._' I 4 I ~-____ J Symbol • 0 ... • * * SE:E SHEETS SEE SHEETS 41 FOR PLANTING DETAILS & LEGEND 42-43 FOR PLANTING SPEGIF!GAT!0NS Size Quantity Botanical name Common Name 15Gal 15Gal 5Gal 5Gal 15Gal 15Gal -...... • I .-':' I I I Calliandra haematooephala Camellia sasanqua 'Selsu gekka' Distictis 'Rivers' Distictis bUccinttolia Photinia frasen Pyracantha lottuneana 'grai\eri' • ;r--------~ I I • / 6 +-... Pink Powder Puff Camellia (whtte) Royal Trumpet Vine Blood-Red Trumpet Vine Fraziers Photinia Firethorn WROUGHT IRON FENCE ON RETAINING WALL (TYP.) 3 .. ........ -·· '. -----·---:-...... , __ ,,_ ·-..... ~-----· . 96.059 PAQJ~CT 21 OCT 96 (JAi~ BA l)~Al','N 28 JAN 97 2nd Submittal 28 Feb 97 WF Pi.b!:L_ 31 MAR 97 3rd Sub!)'ittal ~1'11N1 D,o1~ i A~,'1$10NS PR~T DAK, RE'VISIONS -----· -··--+---.. -----: .. ,_ ________________________________________________________ , __________________________ , _______ _ • .... ........ t' • I • .... \ , / / \ \ ' ; \ / \ • \ \ • \ . \ • \ ' \ ! \ I' f' I{ Cl\ I·. 11 r· D ri PL ii NT 1 N C • ' ,·,, ' 1 ·, 1' 1 ,., ' 'f' r n '' , 'I. . l U , \ \ ! \.f ""I _ v l I l '.<" c· L l DI \ C; l"R' "· r'1•··1:· l'i \. ,.) , I.OC \TIO:,i OF FL \\Tl\JG :\R[J.\:'; 35 / ',;,, / :J~ ... · . . ' . • • ,• I ...... ~ -, .. MAP LOCAT!ON (N.T.S.) 0 1 0 11 AS ' ' I.. •·• ·-· -· ----. _ --_ ----r· 2 0 ___ ,, __________ _ ··-·····----· --- EB 4 0 43 l---+----+--+-------< ' A VIARA PLANNING AREA 12 '-1.: f·' '.., . --·-~ i ' . , ... --c-------~--~---------. ' . 1 • '> I -.' ' , -I ,"'; .'v , : i CT 89-39A , 350-9L ____ ,, .... , L_ ····-· -···---.. ,, .... _, _____ ,_ ,_,,,,, __ Symbol ~:,iilJ © 0,<' ~ . 0 EB ~ 06) 0 0 (:'\® G 0 ~ C) ® 0 erenn1a s, an nnua s s"" 1 Gal@ 1s·oc 1Gal@10"uc 5Gal 15 Gal 5Gal 15 Gal 1 Gal@ 15" o.c 5Gal 5Gal , Gal. 15Gal 1 Gal O 15"0,¢ 5Gal 5 Gal SGal SG.al 5Gal 5 Gal 5Gal 15Gal 5 Gal 5Gal SGal 15 Gal Ott~rttity BoU1nical name zs1t> ,70 1.,1 1'14 (vf> ~~ ,y; 1'1 ~"' Agapanlhu5 aflicanus 'Queen Ann' Bergem,;! COrdifol1t"I Suxu.s m,crophylla }apontca 'Green 8ec'luty' Calliandra haematocephata Camellia saaanqt,1$ 'Tanya:' E:riob01rya 'oopp~none' Hemer'Oeallis hybrid::. llex vomitOOa Nana· Juniperus chinensis 'Sea Green· Laveni:h,1!.a dent~t,;1 'C.andican.s· Ligustrum japonicurn 'Texanum' L;nq:>e gtgantaa Myr1U$ oommunis 'CQmP-':O'l'a:' N.anain,.1 domestIca 'Gull Stre,.im· Pit\'0$porum crassitolium 'Nana' Pinosporum 1ob1ra 'Var1eg.it.i' ?ittosport,H'r1 1ob1r.;l. 'Wheeler's Dwarf' Photmum cookIanum F'hotinia frasert Photini.a lraser1 Raph1e1lepis ind1ca ·c1ara· Rhapioleosi& indica Jack Evans' Rosmo'lnnus officinahs Tuscan 6il..1e· Vitiurnum 13pon11::um Commori N1;1me Lily-Of• The-Nile H~;;'!rtl(),'1/ 8ergerua Jap?,1ne~e Boxwood Pink Powder Putt Sun Camellia Loqu~t Daylily Dwarf Yaupon No Common N.)rne Fref)(:'h Lavendar Japanese Privet 8ig Blu~ Lily Tl,1rf Dwo" Myrtle He~venly 9.'.ll'l'lbOo No Common Name Vc1nega1ed Tobira Wheeler's Dwan Tob1ra Nc;i Common Name Pho11nia Pt1011n1a lnd1c:1 Haw1horn India HaVVlhorn Rosern-o1ry No Common Name Symbol CJ nm - ;... (:_, \ ) /1_ -. (\J ~ <-~, (,J. --- ·"')' _! (":, .. ,' ' C•--·' ··1 _, / ·' ./ t .-, ,· I • • • • cover Si.c:e Quantity F;om Sod From Flats 1a· O.C Botanical nam~ MorethOn Ill' MYQPOmm parvifoliurn / I ' ' ) ./. / ,, / ', // ,. ·' ' I, $ Common Name NOTES: No Cornrnor"l N.ame SEE SHEETS SEE SHEETS 4 1 4 2 • 4 3 FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS SLOPE GROUNDCOVER NOTE: JUTE MESH AND GROUND GOVER FROM FLATS WILL BE ADDED TO SLOPES OVER 4' IN HEIGHT, IF REQUIRED FOR EROSION CONTROL AT THE DISCRETION OF THE CITY OF CARLSBAD INSPECTOR, ,~·:.---',< ·' \·· .. / ',,, ' \ \ \ ................. -~l co ' ,-~ ,·.. -~·\·r---r-r,; r-~--~ -' ·< ·. I \ ~-i-JO ?."J "·:-:.--,,,( t\. / ( ,, . '-1.-...,·. c;;·\({"-, ' ) I ------.,It ! I '',' z,, ' . \. \ \ . ~- ~ 11· ---------+I ~1-l· ~ ~,:_~_ I I~ ~;!JI_ _ ,_ ,, ·1 I ·. . •j·· ])~~) \_ '.\,;Q:i-· / I . \; _,,,/ ,,. , , , , , , , , , , , , , , , , , , , , , , , , , --■-■---■-■..::. \ ZONE 1 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDLINES) NO DENSE OR TALL PLANTINGS, LIMIT PLANTINGS AGAINST STRUCTURES AND AVOID HIGHLY FLAMMABLE SHRUBS. THIN DEAD BRANCHES AND FOILAGE, WATER TO MAINTAIN PLANT MOISTURE AND ADHERE TO SETBACKS AND ARCHITECTURAL MODIFICATIONS, • """"_ ........... 1, J /_; ;-:!) I l___ . ;cj1✓t) I~ --rJ-c_/! 1 i===========--~. '. ~:; ~-I h ' I ''·-., I ( ,/ -) . . '7'"•-■-■-■--~ ZONE 2 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 400 S.F. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. I ' ---1'F\SI}:/"'}"; =Cf I I • I I I •-.-- I • I I I ,FF-i287,5C I ' 1u, S> I I 1 ,,~~~1;1!.J/------~-ti ' , F =2 8 8. 2 P=287. 6 er:. -....--- 0::: rr, ,..,""'."· :cF·F=280. 5C) F =2 8 7 . 2 P =2 8 5. 5 V V V u (" "-' ro ('·J II LL c._ Cl 1A :§] I I 2A FF ::c2 8 5 . S 7 P =2 8 5. 2 ~ ,------' 1 1·-~ 1- C:..,: 0:.1 ,-... _: ("..\ \ I I I \\\ \\\ \~\~· ~ \\\ \\\ F =2 8 5. 4 p =2 8 L. 8 . \ '-,,_ . -.... _ . . . ·, . . /; . ·:~: :: ,. . :': ~ t, "·:~: :, • . ~ '." _.,:,._ ( .·· .-· . ~~~ cc =8 5 • I I P=2 S 5. 1 ..__.....,~ ==-----' I FFFFFF'F " en en ro (~ II LL U- L'.) ~ Ll I'/ r-- c-,J Ln . Cj)lfl o:) 0) (\.I (\.I ii 11 LL o_ LL \ \\ \\ \ \ --~-~-~---■-■---■-■-----■---■-■---■ ■---■-■-■-■-■-----■---■-■---------■-■---------■-■---■-■----- \------------------------------------20•·---·-------·---------------------------------------·-· l--~-------------·-----·-·---·-·----------------·-·-·-·---------·-·---·-·---·-·-----·-·-- I ' , I 0(1lr\'.y R ~ ,~:-,<_ ... {' -~-~----~:~:~ I ''·~ . , . : . .....,c . "· . ' . . ' . . . ' '. ·: .' ....., <S ,-- '\ \ , ___ ■ -■ -•-.. a/'\ •.. ,~-\ . . L ___ ,\ \,--J:-:-·-------'I /\\~--+ ZONE 3 \·---·-·\ (PER AVIARA FIRE SUPPRESSION LANDSCAPE ''-·-----\ GUIDELINES) CLEAR HIGHLY FLAMMABLE _____ _:iSPECIES, MAINTAIN EXISTING PLANTS IN )RANDOM GROUPINGS NOT EXCEEDING 650 S.F . ------i REMAINING NATIVE PLANT COVERAGE OF 40% TO --·-·--/ 60%. HYDROSEED PER AVIARA FIRE SUPPRESSION ________ / LANDSCAPE GUIDELINES. ,/·---------·l JYL. -----·-·--1! ( '0 ,0, ./' A) ·\. ✓r,L----------,/ r--·-·-------.,..-,f' ·' ~: ___________ / SHEETS 5,20,33,34 \')~.-, '-:9 <J J) 6> • . '9~~ --■-■-■-■----✓ ----. -·------,/ ■-■-■-■-■-■-.,.~/ ------------/ ~ / -,-----------/ ,.-,.- --· -------· --✓ / -------------✓ / . ;/ ,,(.... -. ---. -. -. ,,· __ / --------/ I / ---1------7/ ·-·-1·-·-·· 7/ ------_..._ ____ -7// I ,/ ·-·-·-; .-/>T ---------f-/ .1 • i /,./ ■-■---■- ----■-■-■ r ' ,.- / . / ,,,..,,/ SHEETS a.23.39.40 MAP LOCATION ( N, T. S.) I ' , I 1' ;I~ '7 I ---~~~~~~~~~-~ I - 0 1 0 2 0 40 11 AS BUILT" --------·-·-y ...... --96 059 28 JAN 97 2nd Submittal .. , .. , .. , ...... ' "'" _28 Feb 97 WF PLAN BA 31 MAR 97 3rd Suomitt:,l l?li!1NTOA:;· .l[V"ioQNi;' , , , , , 3 June 97 411) Subm,:tal .. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS RL A ______ :C:X P. ____ _ REVIEWED 3Y: LANDSCAP IS'rl!lEfl[IP[fili<l"ING PLAN FOR: DATE DATE t------t-------t------------+-+----+-----+------l ~ CITY OF CARLSBAD] LHEETS I ~ PLANNING DEPARTME~-43 ;:==:::..::::=========::::::'.__.'.::::~ AVIARA PLANNING AREA 12 CARLSBAD TRACT 89-39 ------~ DATE !NIT I AL ENGINEER OF WORK REVIS!O'J DESCRIPTION DATE l~ITIAL OTHER APFRJVAL C !TY APPROVAL DWN :Y: CHKD BY: ___ _ RVWD BY: •ROJECT NO. CT 89-39A DRAWl~G NO. 350-9L Trees Size 36" Box 36" Box 36" Box 60" Box 24" Box 36" Box 36" Box 36" Box 36" Box 5Gal 36" Box 48" Box 36" Box 36" Box 36" Box Columns Symbol Size 0 15Gal 0 15 Gal 0 15Gal 0 15 Gal & 15Gal Quantity Botanical name IO Arecastrum romanzoffianum Arecastrum romanzoffianum Ca.llistemon viminalis Cinnamornum camphora Cupressus sempervirens II Hymenosporum flavum QuanHty e 14 t-1 U) Jacaranda mimosifolia Ligustrum lucidum Olea europea 'Swan hill' Pinus eldarioa Pinus eldarica Pinus eldarica Podocarpus henkelii Prunus cerasifera 1Krauter vesuvius1 Tristania laurina Botanical name Cupressus sempervirens Grewia occidelllalis Juniperus ohinensis 'Spar1an' Ligustrum japonicum 'Texanum' Prunus caroliniana 'Bright and Tight" Vines/Espaliers Symbol Si~e Quantity Botanical name • 15Gal lP camandra haematocephala 0 15Gal :z. camellia sasanqua 'Setsu gekKa' ... 5Gal l:Z.. Distictis 'Rivers' I 5Gal Dislictis buccinitoria * 15Gal 4'Z. Photinia fraseri * 15Gal z. Pyraca.ntha fortuneana 1gr-a.beri' Common Name Queen Palm Queen Palm Weeping Bottlebrush Camphor Tree Italian cypress Sweetshade Jacaranda Glossy Privet Frultless Olive Afghan Pine Afghan Pine Afghan Pine Long-leafed Yellow-wood Flowering Plum Swamp Myrtle Common Name Italian cypress Lavender Startlower No common Name Japanese Privet Carolina Laurel Cherry Common Name Pink Powder Puff Camellia (white) Royal Trumpet Vine Blood-Red Trumpet Vine Fraziers Photinia Firethorn / / I 96 059 PAOJ~CT 21 OCT 96 prn BA ()RA.Wt.I NOTES: SEE SHEETS SEE SHEETS _J!!)_}AN 97 2nd Submittal _?B Feb 97 ~F PIM!.. __ 31 MAR 97 3rd Submittal PAINT DA "Ii · ~EVISIO!lfS 41 42-43 / / FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS .. +. ,. ,. ·--··--.. ' : ' I ,\ rPROVF:n AND FOR PLAfiTf\JC iRRIC;:\TJO\i 0°1',Y l"<'l i· D['---, 1~: . , . . :.\ Cr PREC!.s;E LDCATION DF' PLA'.\T!NG . L.,f:'_f_ ' ' ' .. l ' 37 .. . ..... 1~ . I ' . + ----, .. --. ..... r ..... .... ROOT BARRIER (TYP.) SHEETS 7,22,37,38 I . '• I'. ~;?• ..::· '. ' ... ' ,.,, ' , ·-. ·-:..., r· SHEETS 8,23.3~,40 SHEETS 6,21,35,36 MAP LOCATION IN. T.S. EB 0 1 0 2 0 11 AS BUILT" _____ r._·,1:. ... ···--·-···-·------------- 4 0 ··-········-···~ --·· . -·--···· ,. --- CIT 1, ,,,o~ Cb~~SBAD ! : :(3 ---.......... , ______ ,,, ___ . ··------~ i. .... --·---··J r·s, I ·r· AVIARA PLANNING AREA 12 -···· --· -·-· ····-·-· .. ·r·· I !'• I ', I. Ii l CT 89-39A 350-9L Shrubs, Perennials, and Annuals Sl£mbol Size Quantity Botanical name Cornrnon Name 1 Gal@ 15" o.c. Agapanthus africanus .'Queen Ann' Lily•Ol·The-Nile 1 Gal@ 10" o.c. Bergenia oordifolia • Heartleaf Bergenia 5Gal z.10 Buxus microphylla japonica 'Green Beauty' Japanese Boxwood © 15 Gal Calliandra haematocephala Pink Powder Puff ~ SGal 11oz. Camellia sasanqua 'Tanya· Sun Camellia 15 Gal er Eriobotrya 'cowertone' Loquat 1 Gal@ 15' o.c. Hemerocallis hybrids Daylily 5Gal 144 llex vomltoria 'Nana' Dwarf Yaupon 0 5Gal Z,-0 Juniparus chinensi.s 'Sea Green' No Common Name EB 1 Gal_ 1? Lavendula denlata 'Candicans' French Lavendar ~ 15Gal 2.5 Ligustrum japonicum Texanum· Japanese Privet 1 Gal O 15' o.c. Llriope gigantea Big Blue Lily Turf 5Gal IDZ. Myrtus oommunis 'Coinpacta' Dwarf Myrtle @(j) 5Gal l'5'!> Nandina domestica 'Gutt Stream' Heavenly Bamboo 5Gal ~lo Pittosporum crassifolium 'Nana· No Gomrnon Name 0 5Gal 2.2.l Pittosporum lobtra 'Va.riegata' Variegated Tobira 0 5Gal 1.DZ. Pittosporum tobira Wheele~s Dwarf' Wheeler's Dwarf T obira ® 5Gal 41 Phormium cookianum No Common Name 0 5Gal Photinia fraseli Photinia 0 15Gal 2.1. Photinia traseri Photinia ® 5Gal ?,i I Raphiolepis indica 'Cl<\l!ra1 India Hawthorn 0 5Gal 7~ Rhapiolepsis indica 'Jack Evans' India Hawthorn ® SGal ID Rosmal'inus officinaJis Tuacan Blue' Rosemary 0) 15 Gal 1e. Viburnum japonicum No Common Narne Groundcover S~mbol Size auantiti Botanical name Common Name ~ From Sod Marathon 111' Double Dwarf Tall Fescue LJ From Flats 18" 0.C. Myoporum parvifolium No Common Name This symbol(') denotes the plant material to be planted with the "Acid Loving Backfill Mix" I I I I / / / / / / / / 96.059 PAOJ~CT 21 OCT 96 om BA / NOTES: SEE SHEETS SEE SHEETS 28 JAN 97 2nd Submittal 28 Feb 97 WF PL.NL ..... 31 MAR 97 3rd Submittal ~A:t, T 0.1,, T~: R~VISICMIS PRII\ T CIA TE, i<EV1$1◊N$ SLOPE GAOUNDCOVER NOTE: JUTE MESH AND GROUND COVER FROM FLATS WILL BE ADDED TO SLOPES OVER 4' IN HEIGHT, IF REQUIRED FOR EROSION CONTROL AT THE DISCRETION OF THE CITY OF CARLSBAD INSPECTOR 4 1 42-43 FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS ' ---+- ' -••"•---•--•••••••T-• -"-•••---- / I i -. ....... SHEETS 5,20,33.3~ 1\ Pl'ROVED FOR PLA;~TlNC 0 ~JL Y 1\', D IRRfC:ATlO\ PREC'J.'iE PL.lNTlNG ! -, ' i ---·--····-.. 1 :n:::F"T i -----l----~'--__,; 3 s : L ____ J ' ; _..,_,_, _____ , _, __ _.,_ '"" __ ,, __ --- ! ' ... , .. •... , ... ___ , __ -··-·· -·--···-·-·-' : 1 __ n.J~, _ 1 .' r:·i: MAP L QC AT I ON ( N. T. S. I 0 1 0 2 0 BUil_T 11 =,,I_::.------- ------------------···--· 59 4 0 ' -· I iJ. [_ 43 t· ., .. ----t-·---·-·-- -~ ----i--·--+------1 I AVIARA PLANNING AREA 12 : ' I __ , -- -r . I -C) :. i ! ~----------~~-----. ··--·----· """ ,· . " ... ·---~---~',)7, , Ar-·--_,· ! t{./ -· ··-........ ·-==-c=-- j_' , £1'1-/ • , 1 [; I '! P , ;, .. ;vrJ 13 1 ·: .. .. · 1 · [', ' : _________ ,, ·--CT 89-39A 'i t,-r~,2-, -·-··"-""'""_,, ___ ,, __ _ I'.'·. 1 •350-9L, Trees Sia:e Quantity Botanical name Common Name 36' Box 36' Box 36' Box 60" Box 2411 Box 36" Box 36" Box 36" Box 36' Box 5Gal 36' Box 48" Box 36" Box 36' Box 36' Box Columns Symbol Size 0 15Gal 0 15Gal @) 15Gal 0 15Gal @ 15Gal Of " 12. I If!> 14 4 i Quantity '1 JD zP II Vines/Espaliers symbol Sim Quantity • 15Gal 'I 0 15Gal 1 • 5Gal s -5Gal * 15 Gal 3"I * 15Gal (P Arecastrum romanzoffianum Arecastrum romanzoffianum Calllstemon Viminalis Cinnamomum camphora Cupressus sempervirens Hymerosporum flavum Jacaranda mimosttolla Ligustrum lucidum Olea europea 'Swan hill' Plnus eldarica Plrus eldarica Pinus eldarica Podocarpus henl<elii Prunu:s cerasrfera 'Krauter vesuvius· Trlstania laurina Bob,nlcal name CUpressus sempervlrens Grewia occidentalis Junlperus chinensis 'Spartan' Ligustrum japonicum 'Te>:anum' Prunus caroliniana 'Bright and Tight" Botanical name Calliandra haematocephala CameHia sasanqua 'Setsu gekka' Disllctis 'Rivers' Disllctis bucciniloria · Photlnia fraseri Pyracantha fortuneana 'graberi' .. I : Queen Palni Queen Palm Weeping Bolllebrush Camphor Tree Italian cypress Sweetshade jacaranda Glossy Privet Fruttless Olive Afghan Pine Afghan Pine Afghan Pine Long-leafed Yellow-wood Flowering Plum Swamp Myrtle Common Name Italian Cypress Lavender Slalflower No Common Name Japanaae Privet Carolina Laurel Cherry Common Name Pink Powder Puff Camellia (white) Royal Trumpet Vine Blood-Red Trumpet Vine Fraziers Photinia I Firethom •.----" --··· I ' ! :·, C:'! • _./ ~ c• MATC / ROOT BARRIER (TYP.) I I • I ................. ---~?7' ......... \ 1---., 3 I NOTES; SEE SHEETS SEE SHEETS I I ' I I ' .. L. 4 1 4 2 -4 3 \ FOR PLANTING DETAILS & LEGEND FOR PLANTING SPECIFICATIONS / /\ . (/·; -' I~) \-~) • '!1 I "\-.. ,, • '-··) '' :'\/ ·o> - '' '1 .. ,,.,:, .. >:; .. -;f·· (_ ) . '-.. .. ' ,,.. ,.~, , ' I .. I 96.059 28 JAN 97 2nd Submittal 28 Feb 97 WF PLAN 31 MAR 97 3el Submittal f>R1r,1T OA TE I ,<;Evi510N$ PRINT DAT~ I R~VISIOlll5 ·--.... ·-.... ·--..... • (<) ( -. t -, (_,' ... t ·--··---··· ! -· -·-·-.. -•• J ' . -··i-.. ·-· ··-· ··-·.L· .. -··· I. i: : r-· ..... .... I ' i ; I ... ... I I I \ \ i i i i i ' t \ \ • \ . \._ ·, ·, '"\. ' . ' '· ' . APPROVED F'OR PLANT!NC: A'.'✓D lRRfC .. \TIOiJ ONLY INCL l 1 D 1 :i G PRE C: 1 SE LOCATION OF' PLA \JTJNG 1\ REAS I : ·····+·-···· .. ·-·· .. -r-··-··...... i ::.Hf~fT --i -·--+---I 39 SHEETS 7.zz,37,33 MAP LOCATION ( N, T. S,) EB 0 1 0 2 0 4 0 11 AS BUILT 11 ------·--·-··-·--· '"·' CITY OF CARLSBAD I I ! I 43 I I i ! ----· ---~ . ---+-----f I ---. '---·-···-·~ ····+· ! ······-·······"'··· ! ;:, .. ' ' ' ····1···· ' ... t· AVIARA PLANNING AREA 12 -+·· -·-· .. ··-··-·· ' ..... ~ ·-·--······ ···-1\ I I ·~··· ......... L ............ ·-····- ! ;-. :, l, : ' \: '. : i ,',i r·~ ~:·~.:-! j····r; .: ·: ...... _ .~·~~~-:=~·~···~:·.-.. ~.-1 i-····-··-·· , ... r-< ! .. I ,. i ;· :· .• : .. ·: h : : : ~,/tNi)},'._ -=H CT 89:---_~-~--~--,,,350-9L Shrubs, Perennials, and Annuals S~mbol Size Quantity Botanical name Common Name 1 Gal@ 15" O.C. Agapanthus africanus 'Queen Ann' Lily-Of-The-Nile 1 Gal @ 10" o.c. Bergenia oordifolia Heartleaf Bergenia 5Gal 1.9q Buxus microphylla japonica 'Green Beauty' Japanese Boxwood ® 15Gal 5 Calliandra haematocephala Pink Powder Puff ~ 5Gal 171 camellia sasanqua 'Tanya' Sun Camellia 15 Gal Eriobotrya 'coppertone' Loquat 1 Gal@ 15" o.c. Hemerocallis hybrids Daylily 5Gal I ":u' Hex vomitoria 'Nana' Dwarf Yau~n CD 5Gal I "I Juniperus chinensis 'Sea Green' No Common Name ffi 1 Gal. te6 Lavendula dentata 'C.ndlcans' French Lavendar ~ 15Gal Ligustrum japonicurn "T exanum· Japanese Privet 1 Gal O 15" o.c. Liriope gigantea Big Blue Lily Tun 5Gal IDI Myrtus communis 'Cotnpacta' Dwan Myrtle @Co 5Gal c:t3 Nandina domest,ca 'Gui Stream' Heavenly Bamboo 5Gal zf3 Pittospcrum crassifoliurTI 'Nana' No Common Name 0 5Gal 21~ Pittosporum tobira 'Variegata' Variegated Tobira 0 5Gal z.60 Pittosporum toblra 'Wheeler's Dwarf Wheeler's Dwarf Yobita ® 5Gal ,o Phonnium cookianum Nr> Common Name ® SG~I Photinia fraseri Photinia ® 15Gal 11 Photinia fraseri Photinia. ® 5Gal zqo Raphiolepis indica 'Clara' India Hawthorn 0 5Gal nz. Ahapiolepsls indica 'Jack Evans' India Hawthorn ® 5Gal ii RosmaJinus officinalis Tuscan Blue· Rosemary 0 15Gal U'6 Viburnum japonicum No Common Name Groundcover Symbol Size From Sod From Flats Ouantlty Botanical name Marathon Ii r 18M O.C. Myoporum parvifolium Common Name Double Dwan Tali Fescue No Common Name This symbol(°) denotes the plant material lo be planled wilh the "Acid Loving Backfill Mix" ~~ _) -.:._, '' () J). -, 7 I ---------=========::::: ------------------------~~ --------~~ -------- -· -l, • I, (_J-. ··1-' ,') \ '{., \ 1NE-SE __ 1. 1"'. ( P 1l~---· --, SHEETS 5,20,ll,l4 SHEETS 7,22,37,38 SHEETS 8-23,39.40 MAP LOCATION IN. T. S. l ,~~::, f\ (' 'b ~· ~.:) .:· ', (; ,) ---~~-------~~ .,,-:E,,,.~~---_-_-- 1/ • I • -lr:;l ---... ,, -~---~~i : 1----,·. 4 R 1 .--( r-, )~ \_. -- NOTES: I I I I I I I SEE SHEETS SEE SHEETS _;j______- 4 1 4 2 • 4 3 FOR PLANTING DETAILS B, LEGEND FOR PLANTING SPECIFICATIONS ·/ ./. ; /· .... / ··•,/. ',:·"}:t\,, 1'" • ' /,. "·---.. .,~ > .. / I ,'\/ _\; (:', ,.:'.}/ .. / ;< . . _...;,) 96.059 ac.>c, 21 OCT 96 ATE BA ... w, 28 JAN 97 2nd Submittal 28 Feb 97 WF PLAN 31 MAR 97 3rd Suomi11al PAINT OAT~, R~Vl:SIONS \ \ \ \ \ / I I ZONE 1 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDLINES) NO DENSE OR TALL PLANTINGS, LIMIT PLANTINGS AGAINST STRUCTURES AND AVOID HIGHLY FLAMMABLE SHRUBS. THIN DEAD BRANCHES AND FOILAGE, WATE TO MAINTAIN PLANT MOISTURE AND ADHERE TO SETBACKS AND ARCHITECTURAL MODIFICATIONS. ZONE 2 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE MSPECIES, MAINTAIN EXISTING PLANTS IN RANDOM GROUPINGS NOT EXCEEDING 400 S.F. HYDROSEED PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES. ZONE 3 (PER AVIARA FIRE SUPPRESSION LANDSCAPE GUIDELINES) CLEAR HIGHLY FLAMMABLE SPECIES, MAINTAIN EXISTING PLANTS IN r--------· RANDOM GROUPINGS NOT EXCEEDING L · 650 S.F. REMAINING NATIVE PLANT _______ . .:,._ COVERAGE OF 40% TO 60%. 1 \ HYDROSEED PER AVIARA FIRE ,·-----·-· \ .. SUPPRESSION LANDSCAPE _GU IDE LI NE S. . \ -----------· . . . -.:-------------, . •...,_ _______ _ ··---~, ..... •-ft---------.-.. ___ ~~ SLOPE GROUNDCOVEA NOTE: JUTE MESH AND GROUND COVER FROM FLATS WILL BE ADDED TO SLOPES OVER 4' IN HEIGHT, IF REQUIRED FOR EROSION CONTROL AT THE DISCRETION OF THE CITY OF CARLSBAD INSPECTOR. APPROVED FOR PLANTING A ND IRRIGATION ONLY 0 I O 2 O 11 AS BUILT 11 INCLUDING LOCATIOI\ OF PRECISE PLANT!l\G RLA _____ EXP. ____ _ R~V!EWEC BY: AREAS HJSPECTOP CITY OF CARLSBAD 4 0 [ATE CATE ~HEETS ----+--+---+---1------1 I S4EOET I PLANNING DEPARTMENT ------+-----+--------~----! ~==='...':::=============-=-=-=-=-=-=--='-----43 LANDSCAPE SH~JB PLANTING PLAN =JP: AVIARA PLANNING AREA 12 rARL28AD IRA(T 89-39 APPROVED ASSISTANT REVISION DESCRIPTION I Ii I T ! Al_ D.4TE INITIAL CTH,R APPROVA. CI TY APPROVAL DWh BY, CH,D BY: ___ _ R'v''NC BY: 350-9L -------------------------------------,.------~-----·--------------------------------,------------------------------------------------------· WINO Qef}~ r 8 [ij-- l.:)-- 0 -0 ~ NOTES: u 0 11} ~ w 0 0 [£1 12) ROOT SALL. SEE PLAN FOR CONTAINER SIZE AMENDF,0 BACKFILL MIX WATER BASIN MULCH IF REQUIRED, SEE PLANTING SPECIFICATIONS FINISH GRADE'. WIDTH EQUALS TWICE THE CONTAINEf1 DIAMETER PLACE ROOT8ALL ON NATIVE, SUBGRADE FERTILIZER TABS, SEE PLAN flNG SPECIFICATIONS (2), 2· DIA. X 10' LONG IJ)DGE POLES. Pi.ACE OUTSIDE ROO'fBALl. OR 9· AWAY FROM TRUNK BLACK PLASTIC CINCH-TIE WITH ONE TWIST NAILED TO SlAKES V/IGALVANIZ(l ROOFING NAIi. IMAGINARY LINE BETWr,EN STAKES AN() TREE SHALi. Sf' PARALLEL TO PREVAILING WINO DIRECTION ~-~--TR_E_E_S_TA_K_IN_G ____ (I) NOTES: l.i) 0--- 1~1--~cc"~ 0 li.J----~ [_;_) SHRUB [i) KEEP CROWN ABOVE FINISH GRADE 0 FINISH Gf-tAl>E --r-- l=-l c:q FERTILIZER TABS PEH SPECIFICATIONS -1.} AMENOEf) BACKFILi. PLACE HOOTBALL ON NATIVE SUAGRAOE (SEE SPE;CIFICATIONS) 2X CONTAINEl1 DIA. /12" MIN FOR LINERS) LAYER OF MlJlCH (SEE PLANTING 9-'ECIHCATIONS FOR OEPTHi ____ S_HR_U_B_PL_A_NT_IN_G __ --------j© 0--- r<U8(3EJ~ GAHIJEN HOS( GAl VAN12EO ilJRNBUCKI F- J I ;l1 iJ 11 GA :":iA[_'/AN1lE.D 'MIHf: (NOT T0 BE Sl-'/.IC[D, 3/8" 01-l. 5/Hi" O.D X .002 WT PO'~ v~ r~E! FNF" TUG/NG 8Y WARD tiff~ (714) t'dl -'ill";,'> PAIN) 'fUl:llNG "Rl;'MQTE" /J !UM 19A OY AMERlTONF. P/,INT LA Yrn or MULCI-~ i'SEE: Pl ANTIN(; SPEClf"'l(.:,,:1,) f()W) F(')f~ DEPTH) ID l.:..l i.:..l !i} iJ b1 ,:..:.1 ([~f-l"nC..IZi:.F--1 TA8S ;i· X 4" X :r.(J" LONG RW!J DEAlJMrn AMENUf:0 RACKflLL 2X GONlAINEl-l DIAMfTff~ (1:r MIN R)fi LINEH'.'i ~"...AU: ~,ooTt,ALL. ON Nt\ "Tlv(: SU8GHAUE TREE GUYING N.QTE5_; SHRUB OHIGINAL GRADE /i':~~: --,.,.,. :---· ---~ -·-- 1m11 --fi) ,:) ~ 12) AMENDED BACKFILL l~ FERTILIZEH TABS (PER SPECIFICATIONS) CONTAINER DE?TH (12" MIN. FOR LINE:RS) PLACE ROOTBALc ON NATIVE SUBGRADE (S<oE SPECIFICATIONS) 2X CONTAINER DIA. (12" MIN FOR LINERS/ LA YER OF MULCH (SEE PLANTING SPECIFICATIONS FOR DEPTH) SLOPE PLANTING B --------+-------------------------------------1 l.,Ll! I -~-,- ..C/~~,,:t~,if'"<~~~'! l !j !C''' ' ' '';;-1,1--11 ,;I , , :11ll.u r I I I I I I I ' ' ' \ ' PLAN RODI HAl.l '.-H-f' f'l.AN F'OH C)NTAIN[I{ '.'.,17[ ! I I , ' \ I \ ' t-'i'J( ,,: 01- U/\CK/"lll 1:1JOTUAl 1-'f";[:7[/"~H[t'I u:,,1,N L OCA-J ION l,:J ~OTES: fl) ROOT BALL, SEE PLAN FOR CONTAINER SIZE 0 AMENDED BACKFILL MIX lit noor BARRIER W/GRAVEL □ACKFll.L, l.OCAl E A'f LOCATIONS SHOWN ON ~'l...ANS PARALLE:.. TO CURB ori f'AVING. INSTALL RCOT BARRIER AND GRAVEL BACKPILL f·'Ef~ MANUFACTURER'S HECOMMENOATONS, SEE PLANTING Sf'~CS. FOR ROOT BAHRIER SPECIFICATON. WATER BASIN MULCH IF flEOUIRED, Sf:~ Pl..fo.NTING SPt:::CIFICATIONS FINISH GRAOE CUR8 OA ~AVING WIDTH EOUALS TWICl:. THE CONTAINE;~ IJIAMETER PLA·::'.:E ROOll::lALL ON NAT:VE GRADE PLANT LEGEND Trees Size Quantity Botanical ruune 36" Box 36" . .-..~ 4-tr>tx.1 36" Box Areca.strum romanzoffianum Arecastrum ronianzoffianum Callistemon viminalis Cinnamomum camphora Cupressus sempervirens Hymenosporum tlavum Jacaranda mimositolia Ligus1rum lucidum 60" Box 24~ Box 36" Box 36" Bo, 36" Box 36" Bo> 5Gal 36w Box 49u Box 36" Box: 36"' Box 36" Box Columns Symbol 0 0 Size 15 Gal 15 Gal 15 Gal 15Gal 15 Gal Olea europaa 'Swan hill' Pinus e!da.nca Pinus eldarica Pinus ek::iarica Podocarpus henkelii Pnmus cerasifera 'Kratrter vesuvius' Tristania laurina Quantity Bota"k:al name Cupressus sempervirens GreWia occtdemalis Juniperus chinensis 'Spartan' Ligustrum japonk:um 'T exanum· Prunus carotiniana 'Brighi and Tighl" Vines/Espaliers Symbol • 0 • * * Size 15 Gat 15 Gal 5Gal SGal 15 Gal 15 Gal Quantity Botanical name Cc1lliandra ha~toci.';phala Camellia sasanqua 'Setsu gekka' Oistictis 'Rivers' Disiictis bucciniloria Photinia fraseri Pyracaniha fortuneana 'graberi' Shrubs, Perennials, and Annuals symbol Size 1 Gal@ 15" o_c_ :1 1 Gal@ 10" O.C. I 5Gal __,, CE) 15 Gal 5Gal 15Gal 0 ~--E-") ~ 1Gal@15"oc 0) 5 Gal 5 Gal EB 1 Gal. • 15Gal . 1 Gal@ 15" o.c. I_J .. S Gal co 0 -0) (:_) Q_)(~) (P) (A) __ CD (?) G) 5Gal 5Gal 5G.al 5 Gal 5Gal 5Gal 15 Gal 5Gal 5 Gal 5Gal 15 Gal Quantity Botanical name Agapanlhus africanus 'Queen Ann' Bergenia oordifolia Buxus microphylla japonice. 'Green Beauly' Cal!iandra haematocephala Camellia sasanqua Tanya· Eliobol:rya 'cor.,pertone' HemerocaUis hybrids llex vomiloria 'Nana' Junipems chinensis 'Sea Green' Lavendula dentata 'Candicans' Ligustrum japonicum 'T exanum' liriope g;gantea Myrtus commlJflis 'Compacta' Nandina domestica 'GuH Stream' Pittosporum crassifolium 'Nana' Pittosporum iobira 'Variegala' PiHosporum 10bira 'Wheeler's Dwarf Phormium cookianum Photinia fraseri Photin.a: fraseri Raphiolepis indic.a 'Clara' Rhapioleps1s indica 'Jack Evans' Rosmarinus officinalis 'Tuscan Blue' Viburnum japonlCurn Grou ndcover Common Name Queen Palm Queen Paln1 Weepir.g SoltlebnJSh Camphor Tree halian cypress Sweelshade ,.lar:aranda Glo5sy Privet FruiU~ss Olive Afghatl Pine Atnt1an Pine Af9han Pine Long•leateo Yellow-wood Flowering Plum Swamp Myrtle Cornmoh Name Italian Cypress Lavender Starflower No Common Name Japanese Privet Carohna Laurel Cherry· Remarks Spiecifi<:alions ___ __:(c:M ... i._.n~. ::.hi"-'. ~~Mit1. width} Std Mulli, Multi Sid, Std Multi Std. Multt. Std. Std Std Sid. Std Sid Remarks Columnar Form Columnar Form Go!umnat Fortn Columnar Form COlllmrmr f-orrn 10·cr11 /.'.\.t)8', 10'& 12·C.T.H. 1:-f X i3' 1o· X 10' 10' X 18" 1:r X 5' 11'Xff 13' X T 10' X 7' 14' X 7' 16' X fl' H'XT 1J· X 6' 1?' X 5' Spocifieations _{Min. ht. x Min. width) 6' X 1' 5' X 18~ 4' X 1' 5' X Hr' s· X 1W Specifications. Common N~ma ____ .. R .. o ... m._..a .. rk"'s._ _____ ,._,i M,,_,"'n"-. ._.h'-'1.--"'x _ M_iA:.,~idth) Pink Powdet Putl Camelha (white) Royal Trumpet Vine: BIO{)d-Red frurnpet Vine Fra.zi1cr~ Photinia Fitetttorn Common Name_~----- Lily-01-The-N,le He~nleat Bergerna Japf!r1e$e Hoxwood Pin~ Pow(1er f·'utt Sun Camellia Loqual lJayhly Owat1 Yaupon No Common Name Fr~nch Lavet1dar Japan~se Privet 8ig Blue Lily Turf [)wart Myrtle Hei.i\/Cnly Oamboo No Common NarnP. Val'iegaled Tobira Wl"!E>ele(s DW.:'lt1 Tobir;i No Common Natne 1-'hotinia Ptrotin1a lrid1a Ha¼'thorn India Ha\.Vlhorn Rosemary No Common Name Espali~,i Espa.lie, .SfakHd Remarks ·-·----·-·· ···-·-··-, Specifications ,, ...... (~~-i~: .. _t'..t x ~in. width} B" X H" 8'' X 6" 10" X G" %" X 30" 15" X 10'' 8" X 8'' 8" X H" 8" X I!" J6" X 24" 10" X 6" l 2'' X: 1L' 10·· X 10' 10' X IIJ" 3G" X 30" 15" X 1t/' 15· X 12" Spoi:;:ifications City of Carlsbad Slope Requirements ~_Plantmg Stand•r!I! Slopes requiring erosion control measures as specified herein shall be treated with ( .·) _.' , , 4, one or more ol the following planting standards: "if 1"12 ;\ ' -. ' a Standard # I -COVER CROP/JUTE MESH Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers, and/or wild flowers. Submit the specific seed mix for City approval prior to application. The cover crop shall he applied at a rate and mannH sufficient to provide 90% coverage within thirty (30) days Type of 1ute mesh shall be as approved by the City and staked to the slope as recommended by the manufacturer. Jute mesh shall be required when planting occurs between August !Sand April 15. Durmg the remainder of the yea,, the cover crop and/or jute mesh may be used. b. Standard #2 -GROUND COVER One hundred (100%) percent of the area shall be planted with a ground cover known to have excelleut soil binding charactenstics (planted from a minimum size of flatted material and spaced to provide full coverage within one year). c. Standard #3 -LOW SHRUBS Low spreading woody shrubs (planted from a minimum of 2 :Ji4 inch liners) shall cover a m1n1mum of seventy (70%) percent of the slope face (at mature size). d, Standard #4 -lHEES ANO/OR LARGE SHRUBS Trees and/or large shrubs shall be (planted from a minimum of I gallon containers) at a minimum rate of one (I) plant per two hundred (200) square feet. AREAS OF APPLICATION (PLANTING) SLOPES --6,1 or steeper and, a. 3 feet or less in vertical height and are adjacent to public walks or streets require at minimum Standard# I (cover era~ and Juled). b. 4 feet to 8 feet in vertical height require Standards #1. #2 ann #3. c. In excess of 8 feet in vertical height require Standards~ l, #2. #3 and #4 ~-'S!.JY'.!!m'-'b'-'o'-'l __ __,S,_.iz~•~----'Q"'u"a"n"ll'-'ty'--"B"'o'-"tae,n,..,ic,cae,lc,n,;,a'"m"'•"----------C~o~m=m-"o~n~N=amc.=._a ~~---~----___ _,R--"ee,rr,_,,,,_arc_:k:.,sc_ ___ __:(c:M ... i'-'n~. h::.lc.·.c•c.:M ... i"'n"-. -"w-"id'-'t'-'hL) _ D ~ ~,..cl From Sod From Flats 18' O.C. Marathon Ill' Myoporum parvifolium Double Dv-'arf Tall Fesct1e No Common Name From Southland Soc This symbol e) denoles the plant material to be planted wi1h the "Acid Loving Backfill Mix· (Se<"J Planrnlg Sp~•cifiGations) NA l3UII __ r·11 >.l'l 1 lilll I) '(ii, ' I . \ \: ';' I \' r , I ': I . \ C I ··,\._-ll il•l'I'' ·1·1:· ,,\\.\1\ ,,)\ I \I 'I I I) 1 · ·' , I 1 :\ 1, ,[ I' I. I' ,'.I I FERTILIZER TABS, SEE PLANTING SPECIFICATIONS {2), 2'' DIA. X 10' L,ONG l_ODGE POLl=S PLACE our:;10~ R001c:1ALL OR 9"' AWAY FROM TRUNK 9LAC~ PLASTIC CINCH-TIE WITH ONE iWIST NAILED TO STAKES W!GALVANIZE[;:, ROOr'tNG NAIL 1.1 I( \ T 11 1 \ I I I· ' I" I ' , I • ' \, ------" --_______ _j ' , I I ' ' l! I,,: I ----·-··----·, ... ,, ........ <·····-,_: . l I!) WIOH! E,:JUAL~-; TV\/ICE THE CONTAINEH DIAMf:-··1:-.H i-'U:,C[ ROC,TBt,l_ ON NATIVE (:iRADE T' UIA Bl..AC>< H.A'T l);•:A:N (;HATE TO l1[ 2" /li.30VE FINISH C!1,\D (NOT TO 8E USED FOF1 SURFAC";E [:RAINAGE) I F"IL.'i"H4 f-A\°{AIC I_AYl::H, $% Ml.'.JIMs.!M ~;L\Wl TO Wl:LL TREE DRAIN IMAGINAflY LINE 88WEEN ST MES AND mEE SHAtl_ BE PAHALLEL TO PREVAILING WINC DIRECTION ROOT BAR_RI_E_R ___ ------;0 I::·";;;,; 2a JAN_ 97_2nd _Subm!llil]. .Jll!AR 97 '.\rrl..S~-- P8.t.r D~T( I A( V 51()N~ 4 1 CITY OF CARLSBAD 43 I :I AV IARA PLANNING AREA 12 t-lf-77 I I : I CT 350-9L ri:111,11 OA IE ne:::.:'·'::.:""::.:·'-----'-------- 7 I I LANDSCAPE PLANTING SPECIFICATIONS 1. SC OPE: PROVIDE LABOR. MATERIALS, TOOLS, PERMITS, TAXES AND ALL OTHER COSTS CONSIDERED AS NECESSARY TO COMPLETE PLANTING WORK AS INDICATED AND SPECIFIED WITHIN THESE PLANS BY BURTON ASSOCIATES. THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT TO THE SATISFACTION OF THE OWNER. 2. GENERAL CONDITIONS: A. THE CONTRACTOR SHALL BE LICENSED OR CERTIFIED BY THE STATE OF CALIFORNIA. FOR THE TYPE OF WORK SHOWN ON THE PLANS. B. THE CONTRACTOR SHALL CARRY ALL NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS WORKERS AND INSTALLATION SO AS TO OFFER FULL PROTECTION TO THE OWNER FROM ANY POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY. C. THE CONTRACTOR SHALL APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED BY LOCAL GOVERNING CODES AND MUNICIPALITIES TO COMPLETE THE WORK. D LOCAL, MUNICIPAL AND STATE CODES, LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE PLANS AND SPECIFICATIONS. E. THE PLANTING DESIGN AS INDICATED ON THE PLANS IS DIAGRAMMATIC SCALED DIMENSIONS ARE APPROXIMATE. VERIFY ALL SITE DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK. F. REFERENCE DOCUMENTS: I. AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE (AJCHN), STANDARDIZED PLANT NAMES, LATEST EDITION. 2. AMERICAN ASSOCIATION OF NURSERYMEN INC. (AAN), AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION 3. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. AGRICULTURAL CODE OF CALIFORNIA. G. DO NOT PROCEED WITH ANY WORK SHOULD THERE BE ANY UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES FOUND ON THE SITE OR ANY DISCREPANCIES WITHIN THE PLANS. IMMEDIATELY BRING DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IF NOTIFICATION IS NOT PERFORMED THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS. H. THE CONTRACTOR SHALL NOTE ALL EXISTING FINISH GRADES PRIOR TO COMMENCING WORK. RESTORE FINISH GRADES CHANGED DURING THE COURSE OF THE WORK TO ORIGINAL CONTOURS OR INTENDED CONTOURS WHERE PRACTICAL. I. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF PLANTING TO AVOID CONFLICTS WITH GRADING, CONSTRUCTION, IRRIGATION, UTILITIES, ENGINEERING OR ARCHITECTURAL FEATURES. J. THE INSTRUCTIONS TO BIDDERS, FROM BURTON ASSOCIATES. SHALL BE COMPLETED AND RETURNED TO THE OWNER'S REPRESENTATIVE WITH THE BID BY THE CONTRACTOR ANO SHALL BE A PART OF THESE PLANS CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ABSENCE OF INSTRUCTION TO BIDDERS K. UPON AWARD OF THE CONTRACT, THE CONTRACTOR SHALL IMM£DIATELY LOCATE, ORDER AND PURCHASE, OR HAVE HELD, ALL SPECIFIED PLANT MATERIAL EXCLUDING PRE-SELECTED PLANT MATERIAL L. THE SITE SHALL BE KEPT CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO THE WORK DURING THE CONSTRUCTION AND MAINTENANCE PERIOD. M. THE OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES IN THE PLANTING DESIGN AND INSTALLATION AT NO ADDITIONAL CHARGE. N. PRIOR TO EXCAVATION FOR PLANTING, OR PLACING OF STAKES; LOCATE UTILITIES, ELECTRIC CABLES, CONDUITS, SPRINKLER LINES, HEADS, VALVES, AND VALVE CONTROL WIRES, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PLANT LOCATIONS, PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT TO ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THIS PROCEDURE PLACES THE RESPONSIBILITY ON THE CONTRACTOR FOR MAKING REPAIRS AT HIS EXPENSE FOR DAMAGES RESULTING FROM WORK HEREUNDER. 0. NOTIFY LANDSCAPE ARCHITECT IN WRITING OF SOIL OR DRAINAGE CONDITIONS ENCOUNTERED DURING PLANTING OPERATIONS WHICH ARE DETRIMENTAL TO GROWTH OF PLANT MATERIAL. 3. SUBMITTALS: A. SOILS ANALYSIS, I. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OF CONDITIONS. 2. SUBMIT SAMPLES TO 'SOIL AND PLANT LABORATORY', 1594 NORTH MAIN STREET, ORANGE, CA 92667, FOR SOIL EVALUATION. 3. REQUEST TESTING FOR AGRICULTURAL FERTILITY AND SUITABILITY (TEST NO. A-05). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING, a. ORGANIC MATTER CONTENT b N, P, K c pH d. EC e. SOIL TEXTURE (SILT, CLAY, SANO) I. WRITTEN RECOMMENDATIONS FOR SOILS AMENDMENT, HYDROSPRAY, LEACHING AND POST-MAINTENANCE FERTILIZATION PROGRAMS 4. COPIES OF THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE LANDSCAPE ARCHITECT, OWNER'S REPRESENTATIVE. AND THE CITY. 5. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME A PART OF THE APPROVED PLANS. 8. PLANT MATERIALS: I. SUBMIT 3"X5" OR 4"X6' COLOR PRINT PHOTOGRAPHS 90 DAYS PRIOR TO INSTALLATION TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF EACH SPECIFIED TREE, SHRUB, AND GROUNDCOVER TAKEN AT THEIR SOURCES FOR APPROVAL THE PHOTOS SHALL BE OF THE PLANT MATERIAL TO BE DELIVERED TO THE JOBSITE. ALL PLANT MATERIAL DELIVERED SHALL BE OF EQUAL OR BETTER QUALITY AS THE PHOTO GIVEN AS A REPRESENTATIVE SAMPLE. 2. IF ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE. SUBMIT A WRITTEN SUBSTITUTION REQUEST TO THE LANDSCAPE ARCHITECT DURING THE BIDDING PERIOD C. WRITTEN GUARANTEE: I. AU TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR I YEAR FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF THE FINAL MAINTENANCE WALKTHROUGH. 2. ALL PALM TREES SHALL BE GUARANTEED, IN WRITING, TO LIVE IN A HEALTHY CONDITION FOR 2 YEARS FOLLOWING THE DATE OF COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD. THIS DATE SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF THE FINAL MAINTENANCE WALKTHROUGH. 3 REPLACE DEAD, DAMAGED, OR UNHEALTHY TREES, PER THE ORIGINAL DETAILS IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE. (THIS WILL BE AT NO COST TO THE OWNER.) REPLACEMENT TREES SHALL MEET THE SAME SPECIFICATIONS AS THE ORIGINAL TREES. REPLACEMENT TREES SHALL BE GUARANTEED FOR 1 YEAR, 2 YEARS FOR PALM TREES, FOLLOWING THEIR INSTALLATION AS DETERMINED BY THE OWNER'S REPRESENTATIVE 4. ALL SHRUBS, VINES AND GROUNDCOVER SHALL BE GUARANTEED FOR THE LENGTH OF THE MAINTENANCE PERIOD. 4. D. STATEMENTS OF CONFIRMATION: THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE, THE FOLLOWING ITEMS 1 SUBMIT, AT THE TIME OF DELIVERY, INVOICE STATEMENTS FOR ORGANIC AMENDMENTS AND FERTILIZERS CERTIFYING DELIVERY TO THE SITE AND QUANTITIES BY BULK AND/OR WEIGHT. 2. SUBMIT SUPPLIER'S STATEMENTS OF CONFIRMATION RECORDING COMPLIANCE OF ORGANIC AMENDMENTS AND FERTILIZERS WITH THESE SPECIFICATIONS 3. SUBMIT CERTIFICATES FOR THE FOLLOWING ITEMS UPON DELIVERY TO THE JOB SITE: a. QUANTITY OF COMMERCIAL FERTILIZER AND ORGANIC FERTILIZER. b. QUANTITY OF SOIL AMENDMENTS. c. QUANTITY OF SEED. d QUANTITY OF OTHER SOIL ADDITIVES PER AGRONOMIC SOILS TEST REPORT. 4. SUBMIT WRITTEN CERTIFICATE OF HYDROSEEDING. 5. SUBMIT WRITTEN CERTIFICATE OF DELIVERY OF CONTAINER OR BULK MATERIALS. 6. SUBMIT WRITTEN CERTIFICATE OF QUANTITY AND QUALITY OF PLANT MATERIALS. MATERIALS: A. GENERAL: L PROVIDE MATERIALS OF BEST QUALITY OBTAINABLE WHICH COMPLY WITH THE PLANS. 2. NO SUBSTITUTION OF SPECIFIED MATERIALS SHALL BE MADE WITHOUT WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE 8. IMPORT SOIL: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO Df.TERMINE IF SOIL IS TO BE IMPORTED OR IF ON SITE SOIL WILL BE AMENDED. 2 3. 4. 5 IMPORT SOIL SHALL BE NATURAL rERTILf., FRIABLE SOIL FREE OF ROOTS, CLOOS AND STONES LARGER THAT I" IN DIAMETER, WEEDS, STICKS, BRUSH. OTHER UTTER, AND INFESTATION OF UNDESIRABLE INSECTS, AND PLANT PATHOGENS. SILT PLUS CLAY CONTENT OF SOIL SHALL NOT EXCEED 15% BY WEIGHT WITH A MINIMUM 95% PASSING THROUGH A 2.0 MILLIMETER SIEVE. SALINITY: THE SATURATION EXTRACT CONDUCTIVITY SHALL NOT EXCEED 3.5 MILIMHOS/CM AT 25° C. BORON THE CONCENTRATION IN THE SATURATION EXTRACT SHALL NOT EXCEED 1.0 PPM. SODIUM: THE SODIUM ABSORPTION RATIO (SAR) AS CALCULATED FROM ANALYSIS OF SATURATION EXTRACT SHALL NOT EXCEED 4.0 PPM. SAMPLES OF THE IMPORT SOIL SHALL BE SUBMITTED TO THE 'SOIL AND PLANT LABORATORY' FOR ANALYSIS INTERPRETATION AND RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT A SOILS REPORT FROM THE SPECIFIED LAB TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SOIL USE ON SITE. C. POT MIX: SUPER SOIL BANDIN! #105 GOLD CUP D. WEEO CONTROL: ROD MCLELLAN COMPANY BANDIN! FERTILIZER COMPANY BUTLER'S MILL INC SAN DIEGO I. PRE-PLANTING HERBICIDE ROUNDUP OR EQUAL 2 PRE-EMERGENT WEED CONTROL: RONSTAR-G, TREFLAN, EPTAM, VEGITEX, OR EQUAL. E. ORGANIC AMENDMENTS: DERIVED FROM WOOD OR BARK, GRANULAR IN NATURE, STABILIZED WITH NITROGEN, FORTIFIED WITH MINERALS AND HAVING THE FOLLOWING PROPERTIES: l. PARTICLE SIZE: 3. MINIMUM 95% PASSING A 4 MESH SCREEN. b. MINIMUM 80% PASSING AN 8 MESH SCREEN 2. NITROGEN CONTENT. (ALL VALUES BASED ON ORY WEIGHT) 0.5% FOR REDWOOD SAWDUST, 0.7% FOR FIR SAWDUST, 10% FOR CEDAR SAWDUST, LO% FOR FIR OR PINE BARK. PINE SAWDUST IS NOT ACCEPTABLE. 3. SALINITY CONDUCTIVITY 3 5 MILLIMHOS/CM AT 25°C OR LESS AS DETERMINED IN SATURATION EXTRACT CONDUCTIVITY. 4. ORGANIC CONTENT MINIMUM 90% BY WEIGHT F. FERTILIZERS ANO MINERALS: L PROVIDE COMMERCIAL FERTILIZER, UNIFORM IN COMPOSITION, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, DELIVERED TO THE SITE IN UN-OPENED CONTAINERS. EACH FULLY LABELLED ACCORDING TO APPLICABLE FERTILIZER LAWS, AND BEARING THE NAME OR MARK OF THE MANUFACTURER. COMMERCIAL FERTILIZER: a SOIL PREPARATION b. HYDROSPRAY • C. WEED CUNTROL • d. SOD LAWN • e. SEED LAWN * f. MAINTENANCE * * FERTILIZER TYPE SHALL BE BASED ON RECOMMENDATION GIVEN IN THE SOILS AN.ALYS IS BY 'SOIL AND PLANT LABORATORY'. 2. SOIL SULFUR: FIRST QUALITY COMMERCIAL GRADE. 95% MINIMUM ELEMENTAL SULFUR. 3. IRON SULFATE [(FEZ (S04)]: FIRST QUALITY COMMERCIAL GRADE 20% MINIMUM FE, AS METALLIC. 4. AGRICULTURAL GYPSUM (CALCIUM SULFATE, CA S04 2HO) FIRST QUALITY COMMERCIAL GRADE, 23% CA. 5. CALCIUM CARBONATE LIME: FIRST QUALITY COMMERCIAL LIME 6. PLANTING TABLETS a. TREES, SHRUBS, GROUNDCOVER, 7 GRAMS WITH A MINIMUM GRADE 12-8-8, 20% HUMUS, 4% HUMIC ACIDS, 3.5% SULFUR, 2% IRON AND MICRONUTRIENTS G. PLANT MATERIAL: I QUALITY, HEALTHY, VIGOROUS, NORMAL HABIT: FREE OF WEEDS, INSECT INFESTATION, PLANT DISEASE, SUN SCALDS, BROKEN FOLIAGE, ABRASIONS OF THE BARK, AND OTHER DISFIGUREMENTS. QUALITY IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 2. SIZE: THAT NORMALLY EXPECTED FOR COMMERCIALLY AVAILABLE NURSERY STOCK FOR SPECIES/VARIETIES SPECIFIED IN THESE PLANS. THE ROOT SYSTEM SHALL FILL THE CONTAINER BUT NOT BE ROOT BOUND. SIZE IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE. 3 REJECTION OR SUBSTITUTION: REMOVE REJECTED PLANT MATERIAL FROM THE SITE IMMEDIATELY AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS EXPRESSED CONSENT IS RECEIVED FROM THE OWNER'S REPRESENTATIVE. 4. PROTECTION HANDLE AND STORE PLANT MATERIALS TO PROTECT FROM SUN, WIND, AND OTHER INJURIES OR DAMAGE. INJURY OR DAMAGE SHALL BE CAUSE FOR REJECTION EVEN AFTER INITIAL REVIEW. H. 5. QUANTITIES: CIRCLES, DOTS. OR OTHER PLANT SYMBOLS USED WITHIN THE PLANS ARE TH£ AUTHORITY TO PIANT COUNTS AND SHALi. DETERMINE QUANTITIES PROVIDED. QUANTITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR PLANT SYMBOLS AND/OR 'ON CENTER" SPACING TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED CONTRACTOR SHALL INFORM OWNER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. 6. SOD FOR LAWN SHALL BE PER PLAN. 7 SEED FOR LAWN SHALL BE PER PLAN. 8 HYDROSEEDING a WOOD CELLULOSE MULCH: CLEAN, NATURAL, WOOD CELLULOSE FIBER, DYED GREEN WITH UNIFORM SUSPENSION IN WATER: ALLOWS ABSORPTION OF MOISTURE, AND RAINFALL TO PERCOLATE TO SOIL BELOW. b. C. d. e. f MULCH: ORGANIC SOIL AMENDMENT: COMPOSTED ORGANIC FERTILIZER PRODUCT WITH A 6-3- 0 NPK RATING CONTAINING TRACE ELEMENTS. SEED, CLEAN, FRESH, NEW CROP, LABELED WITH SUPPLIER'S STATEMENT Of COMPOSITION AND PERCENTAGE OF PURITY. BINDER: ECOLOGY M-BINOER. IRON CHELATE SEED MIXES PER PLAN. 1. TOP DRESS KELLOGG'S 'GRO-MULCH' THE CITY INSPECTOR SHALL APPROVE SAMPLE PRIOR TO DELIVERY. I. ACCESSORIES: I. TREE TIES: COMMERCIALLY MANUFACTURED TIES FROM BLACK TIRE CASINGS, CUT TO A MINIMUM 10" LENGTH AND HELD IN PLACE BY 12 GAUGE GALVANIZED WIRE OR SPLIT PLASTIC HOSE WITH A MINIMUM LENGTH OF 15". SPLIT PLASTIC HOSE SHALL BE "CINCH TIE" OR APPROVED EQUAL 2 TREE STAKES: 10' LONG, STRAIGHT GRAINED LODGE POLE PINE, FREE OF KNOTS, CHECKS, SPLITS AND DISFIGUREMENTS, TREATED WITH COPPER NAPTHENATE. 3. TREE TRUNK PROTECTORS: MANUFACTURED BY VJT COMPANY. INC. 15561 PRODUCT LANE, 0-4, HUNTINGTON BEACH, CA, 92649, (714) 891-8338. 4. GUY WIRES 12 GAUGE GALVANIZED WIRE; NOT TO BE SPLICED. 5. GUY WIRE HOSE 3/8" OR 5/16" X 062" WT POLYETHYLENE TUBING BY WARD MFG, (714) 631-5055. 6. ROOT BARRIER: COPOLYMER POLYPROPYLENE, INJECTION MOLDED, 080 THICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORPORATION, (800) 458-7668. USE MODEL NO. US 24-2 ADJACENT TO CURBS AND PAVED SURFACES. USE MODEL NO. UB 36-2 OR UB 48-2 ADJACENT TO RETAINING WALLS OR BUILDING FOOTINGS SEE PLANS ANO DETAILS FOR LOCATIONS 5. INSTALLATION: A. PERCOLATION TESTING, I. UPON COMPLETION OF THE ROUGH GRADING Of THE SITE, THE OWNER'S REPRESENTATIVE SHALL IDENTIFY A TYPICAL LOCATION FOR 1 OF THE LARGEST SPECIMEN BOX TREES, THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE PER THE PROJECT SPECIFICATIONS AND DETAILS. 2. WITH THE OWNER PRESENT, THE CONTRACTOR SHALL FILL THE PIT WITH WATER TO A DEPTH OF 12", IF POSSIBLE. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY, WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. 3. WITHIN 6 HOURS OF THE TIME THE WATER HAS DRAINED FROM THE PIT THE CONTRACTOR, WITH THE OWNER PRESENT. SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12'. IF WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN 9 HOURS A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT A DRAINAGE SYSTEM TO EACH TREE WILL BE REQUIRED. B. WEED CONTROL: C. I. MANUALLY REMOVE ALL EXISTING WEEDS AND GRASSES AND REMOVE FROM SITE 2. NO PRE-EMERGENT HERBICIDE SHALL BE USED IN LANDSCAPE AREAS TO BE SEEDED. 3 CONTRACTOR SHALL OBTAIN APPROVAL BY THE OWNER TO APPLY ANY HERBICIDE, INSECTICIDE, FUNGICIDE, OR OTHER CHEMICALS TO BE USED ON SITE. CONTRACTOR SHALL ABIDE BY ALL APPLICABLE GOVERNMENTAL STANDARDS REGULATING THE APPLICATION OF ANY CHEMICALS, AND SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. ALL WORKERS APPLYING SUCH CHEMICALS SHALL BE LICENSED BY THE STATE OF CALIFORNIA. DELIVERY AND STORAGE: L CONTRACTOR SHALL DELIVER SOiL AMENDMENTS TO THE SITE IN THE ORIGINAL UN.OPENED CONTAINERS. BEARING THE MANUFACTURER'S GUARANTEED CHEMICAL ANALYSIS, NAME, TRADE NAME OR TRADEMARK, AND STATEMENT INDICATING CONFORMANCE TO STATE AND FEDERAL LAW. IN LIEU OF CONTAINERS, SOIL AMENDMENTS MAY BE FURNISHED IN BULK. A CERTIFICATE INDICATING THE ABOVE INFORMATION SHALi ACCOMPANY EACH DELIVERY. 2. CONTRACTOR SHALL ARRANGE FOR OWNER'S REPRESENTATIVE TO CERTIFY ALL UN-OPENED FERTILIZER PACKAGES ON SITE. FERTILIZER PACKAGES SHALL NOT BE REMOVED FROM SITE UNTIL AFTER INCORPORATION INTO SOIL AS PER SPECIFICATIONS, ANO ONLY WHEN DIRECTED BY OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE SITE. D. SOIL PREPARATION: THE CONTRACTOR SHALL HAVE OBTAINED RESULTS FROM SOIL TESTING TO DETERMINE IF SOIL IS TO BE iMPORTED OR IF ON SITE SOIL WILL BE AMENDED. FINISH GRADING, MOUNDING, SOILS TESTING AND WEED CONTROL SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. L IMPORT TOP SOIL: 31 MAR 97 3rd Submntal a. SPREAD TOPSOIL 2" DEEP EVENLY OVER ALL LAWN AND SHRUB AREAS WITH A GRADIENT OF 3 I OR LESS. b. LIGHTLY WATER TOPSOIL UNTIL ENTIRE LAYER IS MOIST. c. ROLL TOPSOIL WITH WATER BALLAST ROLLER FORMING AN EVEN GRADE, OBTAINING POSITIVE CONTACT BETWEEN TOPSOIL AND SITE SOIL. d. CONTINUE SPREADING, WATERING AND ROLLING TOPSOIL UNTIL AN EVEN 6" LAYER MEASURED FROM EXISTING GRADE IS OBTAINED OVER ALL LAWN AND SHRUB AREAS WITH A GRADIENT OF 3:1 OR LESS 2. STOCK PILE TOPSOIL: a. TOPSOIL IS STOCKPILED ON THE SITE AND IS TO BE USED BY THE CONTRACTOR FOR THE TOPSOIL REQUIREMENT LOCATION OF THE TOPSOIL ON THE SITE CAN BE OBTAINED FROM THE OWNER'S REPRESENTATIVE. TOPSOIL SHALL BE PASSED THROUGH l' MESH SCREEN PRIOR TO PLACING AND SPREADING. b. SPREAD TOPSOIL 2" DEEP EVENLY OVER ALL LAWN AND SHRUB AREAS WITH A GRADIENT OF 3 I OR LESS. c. LIGHTLY WATER TOPSOIL UNTIL ENTIRE LAYER IS MOIST. d ROLL TOPSOIL WITH WATER BALLAST ROLLER FORMING AN EVEN GRADE, OBTAINING POSITIVE CONTACT BETWEEN TOPSOIL AND SITE SOIL. e. CONTINUE SPREADING, WATERING, AND ROLLING TOPSOIL UNTIL AN EVEN 6" LAYER MEASURED FROM EXISTING GRADE IS OBTAINED OVER ALL LAWN AND SHRUB AREAS WITH A GRADIENT OF 3 I OR LESS 3. AMENDING ON SITE SOIL: 3. CROSS-RIP ON GRADE PLANTING AREAS TO A DEPTH OF 10"-12" IN 2 DIRECTIONS. b. APPLY PER 1,000 SQ. FT. OF PLANTING AREA (EXCLUDING SLOPES GREATER THAN 2,1). THESE RATES MAY BE ADJUSTED BY THE SOILS REPORT AND ARE FOR BIDDING PURPOSES ONLY, ORGANIC AMENDMENT -4 CU. YDS. COMMERCIAL FERTILIZER 16 LBS. SOIL SULFUR 6 LBS. AGRICULTURAL GYPSUM fr LBS. c. BROADCAST THE ORGANIC SOIL AMENDMENTS UNIFORMLY OVER SURFACE OF THE AREA TO BE TREATED. iNCORPORATE INTO THE SITE SOIL BY CULTIVATION, SPADING, OR ROTO-TILLING, TO A DEPTH OF 6' AND FINE GRADE TO SPECIFIED DEPTH BELOW ADJACENT PAVING AND CURBS. REMOVE FROM ALL PLANTING AREAS, ROCKS AND DEBRIS LARGER THAN 1" AND REMOVE FROM THE SITE. CLEAN MINERAL AND AMENDMENT STAINS FROM PAVING. d. MOISTURE CONTENT. THE SOIL SHALL NOT BE WORKED WHEN THE MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL OCCUR, AND NOT WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR. WATER SHALL BE APPLIED, IF NECESSARY, TO PROVIDE IDEAL MOISTURE CONDITIONS. 4. BACKFILL MIX, a. STANDARD BACKFILL MIX: USE IMPORT TOPSOIL, STOCKPILE TOPSOIL, OR ON SITE SOIL BASED ON THE SOILS REPORT. THIS MIX MAY BE ADJUSTED BY THE SOILS REPORT AND IS FOR BIDDING ONLY. BLEND PER CUBIC YARD TOPSOIi/iMPORT SOIL -6 PARTS BY VOLUME ORGANIC AMENDMENT -4 PARTS BY VOLUME b. ACID LOVING PLANT MIX: USE IMPORT TOPSOIL, STOCKPILE TOPSOIL OR ON SITE SOIL, BASED ON THE SOILS REPORT. THIS MIX IS FOR BIDDING ONLY. SEE PLAN FOR INDICATION OF ACID LOVING PLANT MATERIAL. BLEND PER CUBIC YARD TOPSOIi/iMPORT SOIL NITROLIZING ORGANIC AMENDMENT COMPOSTED LEAF MOLD E. FINISH GRADING: 1 PARTS BY VOLUME 5 PARTS BY VOLUME 4 PARTS BY VOLUME I. PRIOR TO THE COMMENCEMENT OF PLANTING OPERATIONS, COMPLETE FINISH GRADING AS SPECIFIED. 2. WHEN PRELiMINARY GRADING, INCLUDING WEEDING AND FERTILIZING HAS BEEN COMPLETED, ANO THE SOIL HAS DRIED SUFFICIENTLY TO BE READILY WORKED, PLANTING AREAS SHALL BE GRADED TO UNIFORM LEVELS OR SLOPES AT A MINIMUM OF 2%. MINOR ADJUSTMENTS TO FINISH GRADES SHALL BE MADE IN THE DIRECTION OF THE FLOW. LOW SPOTS AND POCKETS SHALL BE GRADED TO DRAIN PROPERLY. GRADING SHALL BE DONE WHEN SOIL IS AT OPTIMUM MOISTURE CONTENT FOR WORKING. ROCK AND DEBRIS MORE THAN l" IN DIAMETER SHALL BE REMOVED FROM THE SITE 3. LAWN BEDS SHALL BE RAKED LIGHTLY TO AN EVEN SURFACE. REMOVING ANY FOREIGN MATERIALS. CARE SHALL BE TAKEN NOT TO CHANGE THE DRAINAGE PATTERN. THE LAWN BED SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE TO DETERMINE THE SUITABILITY FOR PLANTING PRIOR TO INSTALLATION OF SEED OR SOD. F. PLANTING I TREES, SHRUBS AND VINES, a. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE PLACEMENT OF ALL PLANT MATERIAL BEFORE PLANTING PITS ARE EXCAVATED: THE CONTRACTOR SHALL LAYOUT PLANT LOCATIONS FOR SHRUBS AND VINES, OR PLACE SPECIFIED QUANTITIES OF PLANTS IN CONTAINERS AT LOCATIONS SHOWN ON PLANS. CONTRACTOR SHALL LOCATE TREES 24" BOX AND SMALLER WITH MARKER STAKES. CONTRACTOR SHALL LOCATE TREES 30' AND LARGER WITH .MARKER STAKES, AND FLAG THE NORTH SIDE OF EACH TREE CONTRACTOR SHALL HAVE ALL PLANT MATERIAL LOCATED PRIOR TO THE SITE VISIT BY THE OWNER'S REPRESENTATIVE. b. PLANT MATERIALS AS SOON AS SITE IS AVAILABLE AND WEATHER CONDITIONS ARE SUITABLE FOR PERFORMANCE AND THE SEQUENCE OF THE SPECIFICATIONS. DO NOT PLANT IF THE SOIL IS EXCESSIVELY WET. c. EXCAVATE PLANT PITS 2 TIMES WIDER THAN THE PLANT CONTAINER. EDGES SHALL BE 6" OR MORE AWAY FROM CURBS AND PAVING. d. SET PLANTS IN CENTER OF PITS, IN VERTICAL POSITION SO THAT CROWN OF PLANT IS 1" ABOVE ADJACENT FINISH GRADE. BACKFILL PLANT PIT WITH BACKFILL MIX TO 112 THE HEIGHT OF THE ROOT BALL AND WATER. \ l'·.'l..''.)I,. l· ... I') .'"I) jl' '\']'j\;(' '-\) \ L :\. . ', -.. I ' r·i 1 , , I, I . . . ·1, i c· " <-\, , '. \;\. I\\ (1,\ I),\ _}_al.., I, '1 \ (' 1· l 1·, l \: '. I ' I! I:' (' j •C ·1: ~ • _. ' , I . ', \._,r • _, •. ·.. ., 1 i)(' ,' 'l'I ')" ')I" ')] \ \ · ·1,· ' . ' ' ' . \ ( I I, I ' ' ' ' ' . ; ; (, \ I) 1 • • ·, .. \ "1 ·'\:; ' . CITY ..) .'. . . BLIIL T 11 OF CARLSBAD 43 A VIARA PLANNING AREA 12 . C CT 89-39A 350-9L. ,--------------·--· 3. e. PLANTING TABLETS: PLACE PER THE FOLLOWING SCHEDULE • I GAL. 3 7 GRAM TABLET • 5 GAL. 6 7 GRAM TABLETS • 15 GAL., 24" BOX 12 7 GRAM lABLEE • 30' BOX. 36' BOX 15 7 GRAM TABLETS • 42' BOX, 48' BOX 21 7 GRAM TABLETS • 54" BOX, 60" BOX 30 7 GRAM TABLETS 1. CONTINUE BACKFILLING AND FORM SHALLOW BASIN AROUND EACH EDGE OF ROOT BALL BY DEPRESSING SOIL SLIGHTLY BELOW FINISH GRADE. FORM BASIN RIMS, KEEPING RIM WITHIN OUTER EDGES OF ROOT BALL. WATER TO SATURATE ROOTS A,10 FINISH BACKFILL AROUND ROOT BALL. g. FINE GRADE AREAS AROUND PLANTS TO SPECIFIED FINISH GRADE AND DISPOSE Ot EXCESS SOIL. h. PRUNE AND SHAPE ALL TREES, SHRUBS AND VINES, AS DIRECTED BY OWNER'S REPRESENTATIVE. 1. REMOVE STAKES AND ESPALIER RACKS AND SECURE VINES TO ADJACENT MASONRY SURFACES WITH SCREW EYES OR METAL FASTENERS, AND HEAVY DUTY CLEAR PLASTIC TIES ON WOOD SURFACES. ALUMINUM NAILS WITH HEAVY DUTY CLEAR PLASTIC TIES MAY BE USED IN LIEU OF METAL FASTENERS. /. SLOPES 3' AND HIGHER IN VERTICAL ELEVATION SHALL BE PLANTED WITH GROUNDCOVER. SLOPES 15' AND HIGHER IN ELEVATION SHALL BE PLANTED WITH GROUNDCOVER, TREES AND SHRUBS. k. "NATIVE' CONTAINERIZED PLANTS, INCLUDING LINERS, SHALL BE PLANTED 30 DAYS PRIOR TO THE END OF THE MAINTENANCE PERIOD FOR HYDROSEEDcD SLOPE AREAS. PRIOR TO THE END OF THE MAINTENANCE PERIOD THE CONTRACTOR SHALL RE- HYDROSEEO AREAS DISTURBED FROM PLANTING LINERS. I. TREES SHALL BE PLANTED AT LEAST 5' FROM ANY DRIVEWAY, DRAINAGE FLOW LINE, UNDERGROUND UTILITIES SUCH AS SEWERS. WATERLINES, GAS LINES SIDEWALKS AND BUILDINGS, ETC. ' . m. TREES SHALL BE PLANTED AT LEAST 25' FROM ANY STREET INTERSECTIONS PEDESTRIAN CROSSWALKS, OR STREET LIGHT STANDARDS. . n. ALL TREES SHALL BE PLANTED AT LEAST 5' BEHIND CITY RIGHT-OF-WAY. o. PLANTINGS SHALL NOT BE LOCATED SUCH THAT THEY WOULD CAUSE A LINE OF SITE PROBLEM FOR VEHICULAR TRAFFIC. GROUNDCOVER AND ANNUALS a IN ADDITION TO WHAT IS SHOWN ON THE PLANS, CONTRACTOR SHALL PROVIDE ANO INSTALL ___ FLATS OF 4" POTS OF ANNUAL COLOR AT 8" O.C. PLANT SPECIES TO BE SELECTED AND SPOTTED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF INSTALLATION. b. PLANT GROUNDCOVER/ANNUAL COLOR TO COVER THE DESIGNATED AREAS AT THE SPECIFIED ON CENTER SPACING. c. ALL GROUNDCOVER/ANNUAL COLOR SHALL EXTEND UNDERNEATH ALL TREES ANO SHRUBS IN PLANTING BEDS. d. ~LANT GROUNDCOVER/ANNUAL COLOR IN STRAIGHT ROWS, EVENLY SPACED USING TRIANGULAR SPACING UNLESS OTHERWISE NOTED ON PLANS. e. iNSTALL 1 -5 GRAM FERTILIZER TABLET WITH EACH GROUNDCOVER PLANT I MOISTEN SOIL BEFORE PLANTING. RETAIN SLIGHT DEPRESSION AROUND EACH PLANT FINISH WITH NEAT AND UNIFORM FINISH GRADES. , g_ HAND WATER IMMEDIATELY AFTER PLANTING. PLANTS SHALL NOT BE ALLOWED TO DRY OUT BEFORE, DURING, OR AFTER INSTALLATION. CONTINUE TO HAND WATER AS REQUIRED FOR I MONTH. PALM TREES a. PALMS SHALL BE PROCURED FROM A STATE LICENSED NURSERY AND SHALL BE TRANSPLANTED USING THE BEST HORTICULTURAL PRACTICES. b. HEALTH ANO VIGOR: PALMS SHALL HAVE STRAIGHT TRUNKS AND POSSESS DARK GREEN FOLIAGE, SHOWING SIGNS OF CONTINUED GROWTH AND DEVELOPMENT OF THE APICAL MERISTEM PALMS SHALL BE FREE OF INSECTS OR DISEASE AND SHALL BE SPRAYED ANO MONITORED FOR PENICILLIUM VERMOESENI PRIOR TO DELIVERY TO THE SITE. c. SPECIES SELECTION CRITERIA SHALL BE AS FOLLOWS d. e 1. l. SYAGRUS ROMANZOFFIANUM ARECASTRUM ROMANZOFFIANUM AND ARCHONTOPHOENIX CUNNINGHAMIANA THESE PALMS DO NOT REQUIRE PRIOR INSPECTION FOR DISEASES BY A PALM SPECIALIST. THESE PALMS SHALL BE SELECTED TO MEET THE LANDSCAPE ARCHITECT'S CRITERIA FOR HEIGHT, GIRTH, AND OVERALL FORM (TO MEET THE DESIGN INTENT) THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PALM'S HEALTH, VIGOR, AND FREEDOM FROM DISEASES AND INSECTS. PALM SIZE DETERMINATION: PALM TREES SHALL BE ORDERED ACCORDING TO THE BROWN TRUNK HEIGHTS (BTH) SHOWN ON PLANS. BROWN TRUNK HEIGHTS FOR ALL PALMS SHALL BE MEASURED FROM THE SOIL LEVEL TO THE BASE OF THE EMERGING LEAVES. NO OTHER CRITERIA WILL BE ACCEPTED AS A BASIS FOR DETERMINATION OF BTH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONVEY THE INTENT OF THIS SPECIFICATION TO NURSERIES WHEN ORDERING PALMS TO INSURE THAT THEY MEET THIS CRITERIA ROOT BALL MINIMUM DIMENSIONS, FOR BALLED AND BURLAPPED PALM TREES SHALL BE AS FOLLOWS: , I. SYAGRUS ROMANZOFFIANUM, ARECASTRUM ROMANZOFFIANUM AND ARCHONTOPHOENIX CUNNINGHAMIANA, 8' TO 15' OF BROWN TRUNK. 17' TO 25' OF BROWN TRUNK - -26' TO 32' Of BROWN TRUNK. • 33' TO 38' OF BROWN TRUNK - DIGGING REQUIREMENTS: 31/2'CUB£D 4' CUBED 4-1/2' CUBED 5' CUBED i. PALMS SHALL BE DUG BY EQUIPMENT LIMITED TO THE FOLLOWING, BACK HOE SUCH AS A CASE 580C FORD 555 TRENCHER SUCH AS A DITCH WITCH RF40, ETC. -BY HAND WITH HAND TOOLS. h. I. J. k. I. 2 NO TREES SHALL BE REMOVED f'ROM ANY GIVEN FIELD CONDITION WITHOUT EXCAVATING THE TREES AT THE PROPERLY SPECIFIED ROOT BALL SIZE, OR HY ANY MEANS Of ANY OTHER TYPE OF EXCAVATION NOf OUTLINED IN THIS SECTION. 3 WHILE EXCAVAflNG, ROOT BALLS SHAU. BE INTACT ANO IN .~ RELATIVELY MOIST CONDITION. BURLAPPING Of THE ROOT MASS IS REQUIRED DURING TRANSPORT ON HAULS GREATER THAN 300 MILES OR ON ANY PALM PROCURED FROM A SANDY SOIL CONDITION. SHADE CLOTH OR SARAN CLOTH, 70% GRADE OR BETTER, SHALL BE WRAPPED AROUND THE CROWN AND FRONDS OF ALL PALM TREES, FOR LOADS TRAVELING GREATER THAN 300 MILES. PRUNING PROCEDURE: WITH THE USE OF HAND LOPPERS AND HAND PRUNING SAWS, 35% OR 40% OF PALM FRONDS SHALL BE REMOVED FROM ALL PALMS DURING THE EXCAVATION PERIOD. rRONDS SHALL BE REMOVED AFTER PALMS ARE APPROVED BY THE LANDSCAPE ARCHITECT. PALM FRONDS SHALL BE TIED IN AN UPRIGHT POSITION WITH 2-PLY TWINE. TWINE SHALL BE flED PERPENDICULAR TO THE PALM FRONDS TWINE IS TO BE APPLIED TIGHT ENOUGH TO REMAIN TIED DURING ALL TRANSPORTING AN~ PLANTING PHASES OR WORK. PHOENIX GENUS PALM HEADS REQUIRE 'PINEAPPLED' CROWNS. THIS SHALL BE A8HIEVED WITH THE ASSISTANCE OF A CARPET KNIFE, FINELY SHARPENED ROUND POINT SHOVEL. OR A CHAINSAW. A SAMPLE TREE SHALL BE EXCAVATED, PRUNED, TIED. 'PINEAPPLED'. ANO APPROVED BY THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVES, PRIOR TO COMMENCEMENT Of ANY OTHER WORK IN THIS SECTION. IT SHALL BE NOTED THAT A SAMPLE TREE WILL BE REQUIRED ON ALL OTHER PALM GENUS, HOWEVER, 'PINEAPPLED' CROWNS ARE NOT REQUIRED. ALL WASHINGTONIA SPECIES SHALL BE SKINNED PRIOR TO LOADING. USE CAUTION IN CLEANING fHE PALMS TO PREVENT TH£ SPREAD OF VASCULAR DISEASE AND MINIMIZE WOUNDING. DIP TOOLS IN STERILIZING AGENT (5\J% CLOROX, 50% WATER). BEFORE CLEANING PALMS AND BETWEEN MOVING FROM ONE PALM TO ANOTHER. 0 I SEASE CONTROL PALM FRONDS SHALL BE SPRAYED WITH A BENLATE(R) AND WATER DRFNCH (OR -~N EQUAL APPROVED BY THE PALM SPECIALIST). PRIOR TO LOADING OF TREES fOR TRANSPORT LOADING OF PALMS: PALMS SHALL BE LOADED WITH HYDRAULIC OR CONVENTIONAL CRAflES. FRONT LOADERS, FORK LIFTS, OR TRACTORS SHALL NOT LOAD OR UNLOAD ANY PALM OVER 8' Of BROWN TRUNK. CONSIDERATION SHALL BE GIVEN IN THE SELECTION OF AN ADEQUATELY LARGE CRANE TO FACILITATE LOADING. UNLOADING AND SETTING. TniS CONSIDERATION SHALL VARY BASED ON AMY GIVEN SITE SITUATION, AND IS SOLELY THE LIABILITY AND RESPONSIBILITY OF THE CONTRACTOR AND hlS SUBCONTRACTORS MINIMIZE THE LIFTING OR HANDLING OF PALMS BY T~:E iRUNK. NEvrn BIND OR HANDLE THE PALMS WITH WIRES, CHAINS, OR RCPE. USE ONLY A WIDE-BANDEG NYLON SLING WHEN MOVING DR LIFTING THE PALMS. CRANE OPERATOR AND SLINC- SETTER MUST OBSERVE THAT THE HEADS ARE NOT CAUGHT. PULLED ON, BANGED INTO, OR SHAKEN. WHICH CAN DAMAGE THE BUD. MINIMIZE ANY MOVEMfoT OF THE PALMS DURING TRANSPORT THAT MIGHT JAR OR DAMAGE THE APIC,\c MERISTEM (GROWING POINT). PAD ANY CONTACT OF THE TRUNK TO BRACES WHEN TRANSPORTING THE PALMS. RIGGING SHALL BE SITUATED TO AVOID ANY POSSIBLE SCARS OR UNSIGHTLY ABRASIONS THAT MAY BE CAUSED BY THE LOADING AND UNLOADING PHASE OF WORK. WATER PALMS THOROUGHLY BEFORE LOADING. DO NOT A?PLY ANTl-iR~NSPIRANTS TO THE LEAVES AFTER LOADING THE PALMS, COVER THE LEAVES ANO TRUNK WITH DENSE SHADE CLOTH, OR OTHER WOVEN MATERl~L. TO MINIMIZE WINO DAMAGE. IF TRANSPORT REQUIRES OVER 6 HOURS, THE TRUCK D~IVER WILL SYRINGE THE LEAVES ANO BOXES AT 4 HOUR INTERVALS. PROTECTION OF PALMS DURING TRANSPORT AND STORAGE SHALL BE CONTRACTOR'S RESPONSIBILITY. TRANSPORTING OF PALMS: TRUCKS HAULING PALMS ON STATE HIGHWAYS SHALL MEET AcL LICENSING REQUIREMENTS, ABIDE BY REGULATIONS GOVERNING ANY PARTICULAR REGION WHERE WORK IS BEING PERFORMED, INCLUDING, BUT NOT LIMITED TO, OVERLOAD PERMITS, OVERLENGTH PERMITS, AND WIDE LOAD PERMITS, WHEN ~RANSPORl!NG ANY CARGO. 'TRIPLE STACKING' OF ANY PALMS IS NOT ACCEPTABLF WHEN TRAIISPORTING PALMS ANYWHERE. IN ANY STATE. TRUCK LOADS SHALL, AS A MATTER OF COURSE, CONFORM TO THE HIGHEST STANDARDS AND SHALL BE ACCEPTABLi: TO THE LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE. UNLOADING OF PALMS: PALMS SHOULD BE CAREFULLY LIFTED OFF TRUCK USING A WIDE-BANDED NYLON SLING. CRANE OPERATOR AND SLING-SETTER MUST OBSERVE THAT THE HEADS ARE NOT CAUGHT, PULLED ON, BANGED INTO, OR SHAKEN, WHICH CAN DAMAGE THE BUD. PALMS SHALL BE PLANTED WITHIN l DAY OF DELIVERY. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER OR THE LANDSCAPE ARCHITECT If PALMS ARE NOT TO BE PLANTED WITHIN I DAY OF DELIVERY (SEE STORAGE, COLLECTION AND 'HEALING IN" OF PALMSI UPON DELIVERY, WET THE ROOT BALLS AND SYRINGE THE LEAVES STORAGE, COLLECTION AND "HEALING IN' OF PALMS, CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER, OR THE LANDSCAPE ARCHITECT, IF PALMS ARE NOT TO BE PLANTED WITHIN 1 DAY OF DELIVERY. PALMS SHALL BE TRANSPORTED TO A STORAGE SITE WHICH PROVIDES PROTECTION FROM WEATHER OR OTHER CONDITIONS THAT WOULD DAMAGE OR IMPAIR THEIR VIGOR, AND WHICH IS APPROVED BY THE LANDSCAPE ARCHITECT. PALMS SHALL BE STORED IN AN AREA WITH A SIMILAR MICROCLIMATE TO THAT OF THE PROJECT WHERE PALMS ARE TO BE PLANTED. PALMS SHALL BE 'HEALED IN" WITH IOC% SAND BACKFILL (SEE 'PALM PLANTING REQUIREMENTS' FOR SAND SPECIFICATION). PALMS SHALL BE UNLOADED AND 'HEELED IN" AT THE STORAGE SITE WITHIN 72 HOURS OF EXCAVATION. PALMS SHALL ONLY BE "HEELED IN" IN A PERPENDICULAR POSITION WITH THE FRONDS TIED. PALMS SHALL BE "LINED OUT' AT THE STORAGE SITE AT THE FOLLOWING: ARECASTRUM ROMANZOFFIANUM: 8' ON CENTER (FOR 15' OF BROWN TRUNK OR LARGER) PALMS SHALL BE MAINTAINED BY THE CONTRACTOR AT THE STORAGE SITE. LOADING. TRANSPORTING AND UNLOADING PRACTICES, SHALL BE REPEATED AS OUTLINED IN THIS SPECIFICATION WHEN HANDLING PALMS ENROUTE TO THEIR FINAL PROJECT DESTINATION. BA 4. m. PALM PLANTING REQUIREMENTS, FOR BALLED AND BURLAPPED PALMS, BACKFILL MIX SHALL BE COMPRISED Of 100% WASHED PLASTER OR CONCRETE SAND. FOR BOXED PALMS, BAC~JILL MIX SHALL BE COMPRISED OF 50% WASHED PLASTER OR CONCRETE SAND, ANO 50% ON SITE SOIL WASHED PLASTER OR COMCRETE SAND SHALL HAVE VARIABLE SIZED GRAINS, WITH A MINIMUM OF 95% PASSING THE 2.0 MILLIMETER SIEVE. BUT NO MORE THAN 5-8% PP,SSING THE #200 SIEVE. THE SODIUM ABSORPTION RATIO (SAR) SHALL NOT EXCEED 6 AND THE ELECTRICAL CONDUCTIVITY (ECe) OF THE SATURATION EXTRACT OF THIS SOIL SHALL NOT EXCEED 3 0 MILLIMHOS PER CENTIMETER AT 25°C THE BORON CONTENT OF THE BACKFILL SHALL BE NO GREATER THAN I PPM, AS MEASURED ON THE SATURATION EXTRACT. IN ORDER TO INSURE CONFORMANCE, SAMPLES OF THE IMPORT SANO SHALL BE SUBMITTED TO 'SOIL AND PLANT LABORATORY', 1594 NORTH MAIN STREET, ORANGE, CA, 92667, FOR ANALYSIS PRIOR TO BACKFILLING RESULTS OF THESE TESTS SHOULD BE PROVIDED BY THE CONTRACTOR TO THE LANDSCAPE ARCHFECT PRIOR TO PLANTING THE PALMS. SEVERAL DAYS BEFORE THE ARRIVAL OF THE PALMS, PREPARE THE PLANTING SITE. ADEQUATE MEASURES MUST BE T~.KEN IN ORDER TO PROVIDE PERFECT DRAINAGE OF THE PALM PLANTING HOLES (SEE PALM PLANTING DETAIL). PLANTING PITS FOR PALM TREES SHALL BE A MINlMUM OF 2' GREATER THAN ANY SIDE OF THE ROOT BALL. TREES SHALL BE PLANTED PERPENDICULAR AND PLUMBED WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT AFTER PLANTING THE BACKFILL SHALL BE APPLIED IN LAYERS, WHILE WORKING OUT ANY AIR POCKETS, AND JETTED WITH WATER. A 6' SECTION OF PVC PIPE ATTACHED TO A HIGH PRESSURE HOSE SHALL BE USED TO OBTAIN AT LEAST 80% COMPACTION IN THE PLANTING PITS OF ALL PALM TREES. 80% COMPACTION MAY BE ACHIEVED WITH THE ASSISTANCE OF WATER AND PNEUMATIC TAMPERS. WHEN THE HOLE IS FILLED ALMOST TO GRADE, WATER IN THE BACKFILL WITH AT LEAST 10-15 GALLONS OF SUBDUE AND CLEARY'S 3336 (MIXED AT THE RECOMMENDED RATE) AND THEN IRRIGATION WATER IF MORE IS NECESSARY PHOENIX PALMS REQUIRE 15 GALLONS OF THIS MATERIAL, ALL OTHER PALMS REQUIRE IQ GALLONS. ANY ADJUSTMENTS NECESSARY TO STRAIGHTEN PALMS DUE TO POOR COMPACTING SHALi BE MADE BY THE CONTRACTOR WITHIN 12 MONTHS AFTER FINAL ACCEPTANCE OF THE PROJECT AT NO CHARGE TO THE OWNER. ALL PALM FRONDS SHALL BE UNTIED BY THE CONTRACTOR WHEN IT IS DETERMINED THAT SUCH ACTION WILL NOT BE DETRIMENTAL TO THE HEALTH OF THE PALMS. ALL EXCESS SOIL AND DEBRIS FROM THE PALM PLANTINGS SHALL BE DISPOSED OF Off THE SITE BY CONTRACTOR. THE SITE SHALL BE LEFT NEAT AND CLEAN TO THE SATISFACTION OF THE SITE COORDINATOR OR LANDSCAPE ARCHITECT n FERTILIZATION Of PALMS, DON'T APPLY ANY FERTILIZER FOR 6-8 WEEKS AFTER INSTALLATION REAPPLY THE SUBDUE AND CLEARY'S 3336, 6 WEEKS AFTER INSTALLATION. THE FIRST FERTILIZATION SHOULD BE AT 1/2 THE RATE RECOMMENDED FOR ESTABLISHED PALMS (ABOUT 3 LBS. Of A GRANULAR 'PALM SPECIAL' FERTILIZER FOR PHOENIX ~ANARIENSIS PALMS, AND I LB. FOR ALL OTHER PALMS) 'PALM SPECIAL' 14-5-14 FERTILIZER IS AVAILABLE FROM GRACE/SIERRA, CONTACT JACK WACKERMAN, (619) 75,-2150. FOR YOUR LOCAL DISTRIBUTOR. o. WARRANTY OF PALMS: PALMS SHALL BE WARRANTEED BY THE CONTRACTOR TO REMAIN IN GOOD HEALTH P.ND ATTRACTIVE APPEARANCE FOR 24 MONTHS AFTER FINAL ACCEPT.ANGE OF THE LANDSCAPE IMPROVEMENTS. THE CONTRACTOR'S LIABILITY SHALL INCLUDE, THE COST OF LABOR, EQUIPMENT AND MATERIALS TO REPLACE TREES OF SIMILAR SIZE AND ATTRACTIVE AP?EARANCE DURING THE WARRANTY PERIOD. HYuROSEEDING: a. GllADING, FINE GRADE AREAS TO BE SEEDED TO A SMOOTH CONTINUAL GRADE, CONFORMING TO THE SPECIFIED DRAINAGE PATTERNS AND FINISH GRADES. REMOVE ROCKS AND CLODS LARGER THAN I" IN I.AWN AND SHRUB AREAS, ANO 4" ON SLOPES 3 J AND STEEPER. D. EQUli'MENT: HYOROSEEDER SHALL HAVE A BUILT-IN AGITATION SYSTEM ANO CAPACITY LARGE ENOUGH TO AGITATE, SUSPEND, AND HOMOGENEOUSLY BLEND A SlURRY CONTAINING 40 LBS. OF MULCH, AND 8 LBS. OF FERTILIZER SOLIDS FOR EACH ! 00 GALLONS OF WATER. c. F·REP.~.RATION: FILL TANK TO 1/3 CAPACl1Y WITH WATER IN THE ORDER LISTED ADD FERTILIZER, BINDER (IF REQUIRED), SEED, THEN MULCH TO FORM A SLURRY BEFORE TANK REACHES 3/4 CAPACITY. SLURRY SHALL BE PREPARED ON SITE WITH iiP~UC;ATION COMMENClflG iMMEDIATELY AFTER TANK IS FULL. d. A~PLICATIO~: MOISTEN SOIL PRIOR TO HYDROSEEDING. APPLY THE SLURRY ALI.OWING WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A UNIFORM COAT IS ~CHIEV£D AND MATERIAL IS SPREAD AT THE REQUIRED RATE PER ACRE. CLEAN OVER SPJ;~Y FROM AREAS NOT DESIGNATED TO RECEIVE HYDROSEEDING. e. WATERING, MAINTAIN PROPER SOIL MOISTURE LEVEL TO INSURE PROPER GERMINATION AND PLANT GROWTH urrnL THE END OF THE MAINTENANCE PERIOD. 1. RE-SEEDING: RE-SEED BARE AREAS AS LONG AS NECESSARY TO OBTAIN FULL PLANT COVERAGE. g. EROSION CONTROL, PER ACRE h WOOD CELLULOSE FIBER ORGANIC FERTILIZER (6-3-0) COMMERCIAL FERTILIZER SOIL BINDER• 2,000 LBS. 1,000 LBS 300 LBS. 120 LBS ' BETWEEN T~E MONTHS OF NOVEMBER AND MARCH, ADD 120 LBS, PER ACRE. ECOLOGY CONTROi. M-BINOER (PER MANUFACTURER'S RECOMMENDATIONS). SEED LAWN, PER ACRE: WOOD CELLULOSE Fl8ER COMMERCIAL FERTILIZER SEED 2,000 LBS. 400 LBS 435 LBS. r. PRIOR TO THE ASCEPTANCE OF HYDROSEEDED AREAS, BY THE CITY RESIDENT ENGINEER. A CERTIFIED REPORT MUST BE SUBMITTED BY ,\ REGISTERED LANDSCAPE ARCHITECT FROM THIS OFFICE, STATING THAT HYDROSEEDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATIONS, AND THAT ITS GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION. 31 M~R 97 3'1! Submnal QAT[ INITIAL REVISION DESCRIPT[ON 5. NON-IRRIGATED HYDROSEEDING, a. CONTRACTOR SHALL CLEAR FLAT PAD AREAS FOR FUTURE USE OF ALL WEEDS ANO DEBRIS PRIOR TO HYDROSEEDING. b. CONTRACTOR SHALL HAND OR MACHINE BROADCAST BROMUS MOLLIS, AT THE RATF OF 50 LBS. PER ACRE ACROSS FLAT PAD AREAS. HYOROSEEOING SHAI.L OCCUR PRIOR TO THE FIRST RAINS OF THE SEASON, IN THE MONTHS OF OCTOBER THROUGH MARCH. c. CONTRACTOR SHALL RAKE FLAT PAD AREAS WITH AN 8' SQUARE SECTION OF CHAIN LINK FENCING AFTER HYOROSEEDING 6. SOD LAWN a. FINE GRADE AREAS TO RECEIVE SOD TO A SMOOTH CONTINUAL GRADE CONFORMING TO THE GRADING AND DRAINAGE PLAN REMOVE ROCKS AND CLODS LARGER THAN I' IN DIAMETER. b. SPREAD SPECIFIED COMMERCIAL FERTILIZER AT THE RATE OF 10 LBS. PER l,000 SQ. FT. c. MOISTEN SOIL PRIOR TO INSTALLATION OF SOD. SOD MUST BE INSTALLED THE SAME DAY IT IS DELIVERED TO THE SITE. INSTALL SOD IN SECTIONS NO SMALLER THAN I' SO., LAID PARALLEL TO THE CONTOURS. STAGGER JOINTS BETWEEN ROLLS. AND BUTT ENDS TIGHT. SIFT SOIL INTO JOINTS TO FILL VOIDS. d. ROLL WITH WATER BALLAST ROLLER TO OBTAIN POSITIVE CONTACT BETWEEN SOD AND SITE SOIL WATER IMMEDIATELY AFTER INSTALLATION. AND KEEP WATERED TC A SOIL DEPTH OF 6" UNTIL SOD BEGINS TO ROOT INTO SITE SOIL ~. MULCH: l. SHRUB AND GROUNDCOVER AREAS WITH A SLOPE OF LESS THAN 3,1 SHALL RECEIVE 3" OF MULCH. AS SPECIFIED UNDER MATERIALS H. ACCESSORIES: l. TREE TIES: WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL P[J; DETAIL. 2 TREE STAKES, WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 3. TREE TRUNK PROTECTORS, INSTALL TO PROTECT THE LOWEST 4" OF EXPOSED TRUNK. 4. GUY WIRES WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL 5. GUY WIRE HOS[; WHEN USED AT CONTRACTOR'S DISCRETION, INSTALL PER DETAIL. 6. ROOT BARRIER INSTALL PER MANUFACTURER'S RECOMMENDATIONS. I. MAINTENANCE: I. MAINTAIN PROJECT FOR A PERIOD OF 90 CALENDAR DAYS, FOLLOWING TH£ CORRECTION AND/OR COMPLETION OF PRE-MAINTENANCE WALKTHROUGH PUNCH LIST :TEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE MAINTENANCE PERIOD SHALL NOT COMMENCE lJNTIL EVIDENCE OF OWNER'S REPRESENTATIVE'S SATISFACTION IS RECEIVED IN WRITING. 2. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, TRIMMING, PRLlNING. WATERING, FERTILIZATION, WEED CONTROL, CULTIVATION, PEST CONTROL, CLEAN-UP OPERATION/ADJUSTMENT AND REPAIR OF THE IRRIGATION SYSTEM. • 3. APPLY COMMERCIAL FERTILIZER AT THE RATE RECOMMENDED BY 'SOIL AND PLANT LAB', AS REQUIRED TO ESTABLISH THRIVING PLANTS. 4. PROTECT NEWLY PLANTED AREAS FROM FOOT TRAFFIC, VANDALISM, THEFT, BURROWING OR GRAZING ANIMALS, AND EROSION. REPAIR AND REPLANT DAMAGED AREA, REPLACE DEAD, DAMAGED, OR MISSING PLANTS. 5. COMPLETION OF MAINTENANCE PERIOD AND PLANT ESTABLISHMEN~ SHPLL BE CE:"RMINED BY THE OWNER'S REPRESENTATIVE, IN WRITING, FOLLOWING A f!NAL MP.INTENAf'CE WALKTHROUGH I. CLEAN-UP: DATE 1. UPON COMPLETION OF WORK IN THIS SECTION, CO~TRACTOR SHALL REMOVE ALL RUBBISH, TRASH, AND DEBRIS RESULTING FROM THE OPERAT!ONS: REMOVE UNUSED EQUIPMENT ~Nil IMPLEMENTS OF SERVICE; LEAVE ENTIRE AREA INVOLVED IN A N!::AT AND ~CCEPl}.B,E CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER'S REPR,~ENTA~IV~. \. '-:)· 11'''1(' '.'I'!('.\ , , \,I'. ,, 1 \ I,,;,, DATE R_A EXP, REV IE WED BY: INSPECTOR DATE SHEET 4 3 CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 43 LANDSCAPE PLANTING SP(Clf lCAflON5 eOR A VIARA PLANNING AREA 12 APPROVED ?({/l ASSISTANT PL ,.;~ ~ .... ''-- IN i TIAL · DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. CHKO BY: CT 89-39A 350-9L Di:ii"lr-i rn,.,r DATC ,A(.;,Sioi1s'""" --"' ~.,-. ,-,.,-; 11;-"'-'"'-,---ENG I NEER OF WORK -----------------=----------L-______________ ____:.::..:.__ ___ _:____::~:..:__:.:...:..:.:_:~J__ ______________ __J OTHER APPROVAL C ! TY APFROV~l RVWD BY: