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HomeMy WebLinkAboutDWG 359-2L; PD 476; Palomar Airport Safety Area Extension; 01-07. ··-····""'"'-·'-"'"----- I \ I I \ \ I I I \ I \ 18.2 Landscape Architecture • Pl"-nnlng La Jolla Centre II 921515 To .. ne Centre Drive, Suite 340 San Diego, CA 92121~3002 519.1550.1575 • Fax 550.1580 '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 P O ., • E L IJ o h-'-'-'n---'-P_o-=--"w"-e=-.:.:.l l---'&:;:__..:..A...:.s=s--=o:...;c::...ic.::a::...t:..:e::...s:::..z.., -'-I .:...:n..::C:..:..-'-V I. Consulting Civil Engineers COUNTY OF DEPARTMENT OF 175 Celle Mcgdclsnc, Suite 101 Encinitas, CA 92024 (760) 753-1120 SAN DIEGO PUBLIC WORKS 5555 OVERLAND AVENUE, SAN DIEGO, CA 92123-129l!i I \ I I I I / / ' I I I I I I ! ! I / / / ( / ' I I I ! ·,\. . ··-.. \\ \ \\ I I ·~ .. \., ·. '· '<\ , .. \\'\, '•\ I I I I / 0 I I / i i I / ( I i : 1 I I I i I I I I I i I l I i' i I I • I f. ,, ' I .' I 4 1: , I .' 1 • I I ' j I i I I I 1 i I I I I I I / / 40 0 20 40 --- NORTH GRAPHIC SCALE IN FEET: 1"·40'-0" APPROVED: 4&~~~ NGINE INGPLANCHECKER RECOMMENDED BY: _____________ DATE -----------DATE 18.2 80 I I " I / I / I .I I /--'. 1NOT~i1RRIGAJ)ON-PLAN IS DIAGRAMMATIC / I ,.....-·· ··• .. , ·1 / / AL~ IRRIGATION fQUIPMENT SHALL BE IN,ST ALLED / I ./ / 0UlSIDE 9FRUNWAY SAFETY .AREA· ' / I / .' J/ // ··. 1 .......... I· ... ___ ::'."t>:~·:· .. :>:·;· .. ~-- ./ ··I··-..... _ \ I ' / / / ;/ .. ,.,_,,_ I \ ,, ' -. ' ' "'l / " I. I . ~ i ' \ \ / I / \ \ I \ ' i ' \ \ \ \ \ I, \ \ PLANS BY DATE DESIGNED CHECKED DELINEATED u ---·· J/L '-, \ .P.0.C. fa. EW 2" WATERLINE 'p.T 99 P.S,I. NOTE: ·-··· ·· · sCEEVE uM)ER iiLL SRo~·t11QJEs AS REornRED. ··· ··• ... · > ··. ··• ... ··· ··. >< · APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BUILT" DATE RLA-----EXP. ____ _ REVIEWED BY: INSPECTOR DATE t-------1---,-------------+---+--1------1-----l I SH1ET I CITY OF CARLSBAD I sH:.;rs I PLANNING DEPARTMENT ~===='...=======================---=====: IRRIGATION PLAN PALOMAR AIRPORT SAFETY AREA EXTENSION REVIS IONS BY APPROVED DATE COORDINATE INDEX DESIGN OF RUNWAY, TAXIWAY, AND SAFETY AREA EXTENSIONS SCALE: HOR. 1"-40' VERT, 350 N. 16B3 E. W.A. 647REZ R,S APPROVED BY: -,--------------DATE IIGUll.!S M, ISBELL, Clll!ll ENGIIEER, R,c.E, 1111J◄ El'!', 6-30--01 ------i--t-------------------+----+----+------l~co:'..'.N::S'...'.T.:.· _:C:cO~~::::P-=.L.:.· ======-1--------M_o_c_LE_L_LA_N_-_PA_L_o_M_A_R_A_I_RP_o_R_T _________ g~~~-= IRRIGATION PLAN FILE NO, 2055 1 .., FIELD REVISION SHEET OF SHEETS (i5j;) GEAR DRIVEN SHRUB ROTOR CHECK VALVE OR COUPLER USE FACTORY INSTALLED CHECK VALVE IN HEAD IF AVAILABLE-~ 3/." SCH. l!O PVC RISER 2-MARLEX 9d' STREET ELLS-~ SCH. 40 PVC TEE OR ELL.---~ FINISH GRADE ~~~TWO STAINLESS STEEL HOSE CLAMPS WI PROTECTIVE VINYL TUBING WALK/CURl!I BOTTOM OF SLOPE {A\ GEAR DRIVEN ROTOR 0Jr---:-N--O-SC_A_L-:E--------------------------------- . :z: -,_ . z -:::. . . • • • 0 0 0 0 0 0 0 0 0 "RAINGUARD" AUTO-RAIN SHUT OFF DEVICE WEATHERPROOF, LOCKABLE STAINLESS STEEL CONTROLLER ENCLOSURE AUTOMATIC CONTROLLER SEE PLANS & LEGEND FOR MANUFACT. MODEL# ANO SIZE, .___ON-OFF POWER SWITCH FOR CONTROLLER 110V GROUNDED OUTLET TERMINAL STRIPS FINISH GRADE MOUNTING FLANGE W/BOLTS TO BE SET IN CONC, PAO W/ MIN, THICKNESS 6" LOW VOLTAGE CONTROL WIRES IN 3" DIA, PVC SCH. 40 PVC SWEEP ELL 3" PVC SCH 40 CONDUIT, SWEEP ELL & FITTINGS TO POWER SUPPLY I, 11 DIA, X 54 11 COPPER GROUNDING ROD, CONNECT TO 110V OUTLET WI #14 COPPER DIRECT BURIAL WIRE © CONTROLLER ENCLOSURE E ~------NO SCALE ll'IA ,o. 98-11\H Landoeape Architecture • Planning La Jolla. c .. ntre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.15'"/5 • Fax 550.1580 PO\VELt:hn Po we II & Associates, Inc. Consulting Civil Engineers 175 Colle Mo,;idaleno, Suite 101 Enc1nitos, CA 92024 (760) 753~1120 COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY: APPROVED BY: V.I.T. PRODUCT 920 SOUTH ANDREAS~N DRIVE, •106 ESCONDIDO, CALIFORNIA (619) 480-6709 :r: .... 0. w 0 ~ -0 b!~ r "' 0 ::J : :::, "'"- SHRUB HEAD ANTI-DRAIN VAL VE OR CHECK VALVE PVC SCH. 80 RISER (LENGTH AS REQUIRED> STAINLESS STEEL V.I. T. SPRINKLER TIE W/ PROTECTIVE VINYL TUBING (2 EA.) REQUIRED . FINISH GRADE 2-MARLEX 90 STREET ELL PVC SCH 40 TEE OR ELL 2" IN GROUNDCOVER OR SHRUB AREAS QUICK COUPLER V Af_ VE RED BRASS RISER RED BRASS COUPLING RED BRASS NIPPLE, __ 4" LONG • 4X8 BRICK TYPIC (4-REQUIRED) RED BRASS 90 ELBOW ~ -,,:: c.. 12" MIN., 18" MAX. L.... 2" IN SHRUBS, 1---g----.; 1" IN 2 PVC MAINLINE PLANS BY DATE DESIGNED CHECKED DELINEATED PVC SCH 80 NIPPLE ROUND THERMOPLASTIC VALVE BOX LO-TORQ PLASTIC BAI..L VAL VE FINISH GRADE/TOP OF MULCH PVC SCH 80 UNION PVC SCH 80 NIPPLE PVC SCH 80 FEMALE ADAPTER 3" MINIMUM DEPTH OF ¾" WASHED GRAVEL BRICK (1 OF 4) @ SHRUB HEAD ON RISER B 1--------NO SCALE © QUICK COUPLING VAL VE C r------ NO SCALE D LO-TORO PLASTIC BALL VAL VE NO SCALE 10/11/96 30-INCH LINEAi'! LENGTH OF WIRE COILED WATER PROOF CONNECTION (1 OF 2) FINISH GRADE/TOP OF MULCH REMOTE CONTROL VAJ...V PVC SCH 80 NIPPLE (CLOSE) PVC SCH 40 EL PVC CH 80 NIPP (LENGTH AS REQUIRED) BRICK (1 OF 4) SCH. 80 NIPPLE (2-INCH LENGTH HIDDEN) AND SCH. 40 ELL PVC MAINLINE PIPE TERAL PIPE EDGE OF FIXED IMPROVEMENT 12" MIN. 2" SHRUB BED 1/2" LAWN -----'--- 18" MAX. 6" FOR BALL VALVES 2-1/2" & LARGER USE RECTANGULAR THERMOPLASTIC VALVE BOX VAL VE BOX WITH COVER FINISH GRADE/TOP OF MULCH BALL VALVE W/ UNION PVC PIPE EXTEN. SIZE AS REQUIRED TYPICAL PVC SCH 80 NIPPLE-6" PVC SCH 80 FEMALE ADAIPTER BRICK (1 OF 4) PVC MAINLINE PIPE MINIMUM 2 CU. FT. OF 3/." WASHED GRAVEL ® REMOTE CONTROL VALVE F r-------NO SCALE © BALL VAL VE AND UNION G t----------- NO SCALE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS "AS BU IL T 11 RLA _____ [XP, ___ _ REVIEWED BY: INSPECTOR DATE DATE J-------11-----t-----------+--+----------..j--+-~ I SH2EET I CIT y OF CARL s BAD I SH~TS I PLANNING DEPARTMENT I ;::::===:...:::::::================::::::::'....====:::; IRRIGATION DETAILS PALOMAR AIRPORT SAFETY AREA EXTENSION APPROVED P'-11-tf ASSISTA T PLANNING DIRECTOR DATE l-::--:-::::;:-r.:-:-:::-::-::--t------------------+--:,------t-::-=--:-:--+--::-,-::,::--+.----c--~D.;:;:W:;:N:::;B;Y;::::====.=.=.=.=-=;-;:=========::-~ -=-=-=_::___::...=...=-=-DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO, DRAWING NO, REVISION DESCRIPTION CHKD BY: __ _ ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: REVISIONS BY APPROVEO DATE _________ DATE -----t--+---------------+--------+-----_:_:_-=..:..+-..:.:..:.:.::_--1 1--------~---------l COORDINATE INDEX DESIGN OF RUNWAY, TAXIWAY, SCALE: HOR. 1"-40' VERT, _________ DATE 350 N, 1683 £. AND SAFETY AREA EXTENSIONS W.A. 647REZ R,S 55515 OVERLAND AVl!!NUE. SAN DIEGO. CA 92123-1295 - ----t---+----------------+------+------1------i_c,:,.:;O~NS:::.;T:.:.-...:C:::::O:::MP...::L~-====c=+-------Mc_C_LE_LLA_N--_PA_L_OM_A_R_A_IR_P_OR_T _______ ...j....!:F...!_IL!:_l;E:..._N~D:'..:_,--==2=05=5=========1 -----------DATE 1 lllllGUSM. l!Hl.l, CIUTYElllllfIR, R.C.E.1Kl4EIP. G-lo--02 FIELO REVISION IRRIGATION DETAILS SHEET 2 OF .., SHEETS --·· .. , ............ ,., ... , ... , .. , .. ,. _________ ,_ ................ , ... , ........ -................... -... -...................... ·-······ ... · .. ·······-············ .. ···· _ .................... -.......... ·-····· ......... _ ----······"'"-·'-····--"·"·'· SECTION Qll441 IRPUGATIQN SYSTEM PART 1 · IIENEPIAL 1. 1 GENERAL CONDITION;S: THE GENERAL CONDITIONS, lll"l!CIAL CONDITIONS, AND DIVISION 1, Al'IE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN, 1.2 SCOPE: THE WOl'IK IN'CLUDl!S ALL Sl!PIVICl!S, LAl!IOPI, MATEPIIALI, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFOl'IM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. .1 RELATED WORK: LANDSCAPING SECTION 02480 1,3 SUl!IMITTALS: SUBMIT A UST OF ALL IPIPIIGATION l!QUll"'Ml!NT TO 1!11! USl!CI, MANUFACTUPIER'S BROCHURl!S, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.4 GUARANTEE: 1.5 FURNISH GUAPIANTl!!E IN ACCOl'IDANCI!! WITH TH·I Gl!Nl!PIAL CONDITIONI, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE • AT THE CONCLUSION OF THE MAINTENANCE PERIOD -ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NON SETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. OBSERVATION: , 1 IN ALL CASl!S WHl!PII! Ol!ISl!PIVATION OF TH'I! SPPIINKLl!l'I SYSTl!M WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR DIRECTION IS REQUIRED. , 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK: A. UPON LAYING OUT OF LINES, VALVES, AND CONTl'IOLLERS. 19. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. C, UPON INSTALLATION AND TESTING OF VALVES, QUICK D. I! . COUPLERS, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THI! CONTPIACTOR, IN THE PRESENCE 0~ THI ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY COVERAGE INADEQUACIES. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK. 1.8 Tl!STINO: ALL PVC MAI+.! AND LATl!FIAL LINl!1i SHALL &I! SU■Jl!CTl!D TO A P'fll!SIUFII TEST OF 125 PSI FOR A PERIOD OF SIX HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 1. 7 FIECORD DRAWINGS: ' 1 BEFORE FINAL ACCEl"TANCE OF WOPIK, PROVIDE A RECORD SET OF DRAWINGS SYSTEM WORK. PLANS SHALL BE LANDSCAPE ARCHITECT. THIE CONTPIACTOl'I SHALL SHOWING THE SPRINKLER INITIALED/APPROVED BY A. ANY CHANGES IN LOCATION OF ITl!MS OPI TYP•E OF INSTALLATIONS FROM THAT SHOWN ON THE DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 1!1. VALVES SHALL BE NUMBERED AND COPIFIESPONDINO NUMBERS SHALL l!IE SHOWN ON THE RECORD DRAWINGS. C, ALL REMOTE CONTROL VALVES, SHUT-OFF VALVES AND QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURED DIMENSIONS, DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE-HALF FOOT. D. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A A. \ Landocape Architecture • Planntn11 La Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550,Hi80 PO\VELt:hn Powell & Associates, Inc. Consulting Civil Engineers 175 Calle MaQdalena, Suite 101 Enc1nitos, CA 92024- (760) 753-1120 ------ COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 51HUS OVERLAND AVl!NUE, SAN DIEGO, CA 02123-1205 1 . II PLOT PLAN, INTll'II!! 01'1 PAl'ITIAL, SHOWING l!IUILDINO, WALKS, ROADS AND WALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO TH I! CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. E. IMMEDIATELY UPON INSTALLATION OF ANY l!IUllll!!D PIP! 0 Pl EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH A$ BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. GENl!PIAL l'IEQUIREMENTS: . 1 CODE REQUIREMENTS SHALL B! THOSI!! OF STAT! AND MUNICIPAL • 3 .4 CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS ANO SPECIFICATIONS, NOT CONFLICTINO THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL OOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. EXTREME CARE SHALL BE EXEFICISED IN EXCAVATING AND WOPIKING IN THE AREA DUE TO EXISTING UTILITIES, CONTRACTOR SHALL BI!! RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. CONTRACTOR SHALL CONFIRM AND LOCATE EXISTING TELEPHONE, WATER, GAS, CABLE T.V., ELECTRICAL, SEWER, AND STORM DRAIN PRIOR TO EXCAVATION OPERATION. CONNECTIONS SHALL BE MADE AT APPIIOXIMATl!!LY THI! LOCATIONI SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANV WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. , 3 PLAN LOCATIONS OF Hl!!ADS, VALVES, CONTFIOLLEPI ANO Pl F'E LINES ARE DIAGRAMMATIC ANO INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. .e ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHl!!S FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. . 7 DIELECTRIC l!IUSHINClS SHALL Bl! USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. , 8 POINT OF CONNECTION SHALL BE APPFIOXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES, ANO PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. VERIFY LOCATIONS OF WATER AND ELECTRICAL POINTS OF CONNECTION WITH OWNER. . 8 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINl!!S MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. . 1 O CONTFIACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. . 11 ALL MATERIALS AND EQUIPMl!!NT USED IN Si"l'IINKLl!PI ll'll'IIGATION WORK SHALL l!IE NEW, WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED. l"APIT 2 -PPIODUCTS 2.1 PIPING~ PIPE SIZl!S SHOWN Al'l'I! NOMUIAL INSIDE DIAMETl!!l'I UNLl!SS OTHERWISE NOTED. 2.2 , 1 POLYVINYL CHLO·PIIDI!! PIPE: ALL PVC MATERIAL SHALL CONl'OPIM TO ASTM 01784, CELL CLASS 124549. . 2 .3 A. •- c. PVC PLASTIC PRl!SSUPII! LINES: P'OR ll'lll'ING UPSTREAM Of REMOTE CONTROL VALVES AND QUICK COUPLERS, SHALL II I! PVC 1120, CLASS 315 (SDR 13.5) CONFORMING TO ASTM D2241 OR SCHEDULE 40, CONFORMING TO ASTM D1785. PVC PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, SHALL l!IE PVC 1120, CLASS 200 (SDR 21 ), CONFORMING TO ASTM D2241. IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND l"ERMANENTLV MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. l!IPIASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. SLEEVES SHALL I! PVC SCHl!DULI!! 41>. SIZE SHALL &I! AS PEPI TH I! DRAWINGS. SLEEVES FOR WIRES SHALL BE MINIMUM 2" DIAMETER. l"ITTINGS AND CONNECTIONS: .1 2.3 AUTOMATIC CONTROL WIRE: .1 ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4164 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL. WIRES SHALL BE SIZED ACCORDING TO RUN, NO. 14 MINIMUM. WIRES TO EACH VALVE SHALL BE COLOR- CODED AS FOLLOWS: NEUTRAL WIRES: WHITE SPARE WIRES: RED PILOT WIRES: VALVE NO. 1 YELLOW VALVE NO. 2 ORANGE VALVE NO. 3 BLUE VALVE NO. 4 GREEN VALVE NO. 5 BLACK VALVE NO. 15 PURPLE VALVE NO. 7 PINK VALVE NO. 8 BROWN VALVE NO. 9 YELLOW WITH BLACK STRIPE VALVE NO. 10 ORANGE WITH BLACK STRIPE VALVE NO. 11 BLUE WITH BLACK STRIPE VALVE NO. 12 GREEN WITH BLACK STRIPE VALVE NO. 13 RED WITH BLACK STRIPE VALVE NO. 14 PURPLE WITH BLACK STRIPE VALVE NO. 15 PINK WITH BLACK STRIPE VALVE NO. 16 BROWN WITH BLACK STRIPE VALVE NO. 17 YELLOW WITH BROWN STRIPE VALVE NO. 18 ORANGE WITH BROWN STRIPE CONTRACTOR SHALL NOT VARY FROM THE ABOVE ASSIGNED COLOR SCHEME WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER, AND CONTRACTOR MUST MAKE NOTE OF THE CHANGES ON THE RECORD DRAWINGS HE PROVIDES. 2,4 AUTOMATIC CONTROLLERS: 2,5 2.S 2.7 2., 2.t . 1 .2 .3 .4 .e . 7 .8 CONTROLLERS SHALL l!IE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF-CONTAINED OUTDOOR TYPE, WALL-MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CONTROLLER ENCLOSURE, CONTROLLERS SHALL HAVE NUMBER OF STATIONS AS SPECIFIED ON DRAWINGS. CONTROLLERS SHALL l!I! THIE LATEST MODl!!L OF THE PARTICULAR MANUFACTURER SPECIFIED. CONTROLLERS SHALL BE 120-VOLT, 60-CYCLE UNITS, COMPLETELY AUTOMATIC, AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. CONTROL PANEL SHALL BE REMOVABLE PLUG-IN TYPE • MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF CASE, MANUFACTURED OF 14-GAUGE STAINLESS STEEL, OR CASE ALUMINUM FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. • 9 THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTIVE COVER. CONTROL VALVES: .1 PIEMOTE CONTROL VALVES SHALL BE OF GLASS FILLED NYLON BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. VALVE BOXES: .1 l'OR REMOTE CONTPIOL VALVES 9-1/2"X16"X11" PLASTIC METER BOX. . 2 FOR BALL VALVE 2" AND SMALLER: 10" DIAMETER PLASTIC METER BOX. .3 l"OR BALL VALVl!S 2-112" AND LARGER: 9·1/2"X16"X11" PLASTIC METER BOX. SPIIINKLER H!ADS SHALL BE AS REQUIR!D ON THE DRAWINGS OR APPROVED EQUAL. QUICK COUPLER ASSEMl!ILll!S~ .1 QUICK COUPLER VALVES SHALL BE AS SIZED ON DRAWINGS; DOUBLE LUGGED, LOCKING CAP, VINYL YELLOW TOP AND BRASS. .2 QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE BIBB ASSEMBLY. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING• LOADED AND SWING CHECK. PLANS DESIGNED CHECKEO OELINEATED BY 2.1 0 BALL VALVES: . 1 .2 BALL VALVE SHALL MEET ASTM STANDARDS WITH SEALS WHICH ARE SELF-ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE MOLDED MICRO-FINISH ElALL WITH LOW TORQU! REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTE:D FEATURE •• "PRELOADED" STEM SEAL ANO IMPACT RESISTANT HANDLES. BALL VALVES 2-1/2" AND LARGER: SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED WHICH PREVENT BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTORS CARRIER AND STEM '0' RINGS ARE EITHER EPDM OR VITON. 2.11 CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. 2. 1 2 BACKFILL SHALL BE CLEAN FILL SOIL. 2 .13 CONTRACTOR SHALL PROVIDE TO THE OWNER: .1 TWO (2) CONTROL VALVE KEYS. . 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD. .3 .4 SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIBB ASSEMBLIES • FIVE (5) K!YS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS 11 AS BUILT" RLA-----EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE DATE POLYVINYL CHLOIIIDE Pll"E FITTINGS AN1D CONNECTIONS: PVC 1121>, SCHEDULE 40, MOLDED FITTINGS, MANUFACTURED FROM VIRQIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINOS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM 02466. 1-----+-----+----------+----t--;---------r--------J I SH3EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT ~ ~===:.:::::===========================:..:::::===; .2 .3 BRASS PIPE FITTINGS AND CONNECTIONS: STANDAPID 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS, ALL RISERS SHALL BE PVC 1120, SCHEDULE 80, CONFOPIMING TO ASTM 01785. REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL RECOMMENDED BY:-----------DATE ------t--+ _______ R_E_v_1s_I_O_Ns _______ T_B_Y_""i"_A_P_PR_o_v_E_DT_D_AT_E----i1--__ c_oo_R_D_I_NA_T_E_IN_o_E_x __ ---j DATE 350 N.I 1683 E, APPl'!DVED BY: CONST, COMPL, -------------DATE ______ ~-+-------------------r-----t----r-----i Dl!Ja.lS ~. l!IEl.l, CIIJNII ENl:IIIW!, R,c.E, 111l< Ell', I-JO~ FIELD REVISION" IRRIGATION SPECIFICATIONS PALOMAR AIRPORT SAFETY AREA EXTENSION . APPROVED ~ R-1/-ff: ASSISTA~NJNG DIRECTOR DATE DATE INITIAL DWN BY: I PROJECT NO, I DRAWING ND, CHKD BY: PD 476 359-2L CITY APPROVAL RVW0 BY: DESIGN OF RUNWAY, TAXIWAY, SCALE: HOR, 111-40' VERT, - AND SAFETY AREA EXTENSIONS W, A. 647REZ R,S - McCLEUAN-PALOMAA AIRPORT FILE NO, 2055 IRRIGATION SPECIFICATIONS SHEET 3 OF '1 SHEETS P'APII :I -l!Xl!CUJION 3.1 GENERAL REQUll'll!Ml!NTI: • 1 LOCATIONS ON DRAWINGS Al'II! DIAGl'IAMMATIC ANID Afl'Pl'IOXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY T 0 MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATION. . 2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 3.2 INSTALLATION OF IRRIGATION SYSTEM: .1 EXCAVATION AND BACKFILLING OF Tl'll!'NCHl!S: .2 A, EXCAVATE TRENCHES, PREPARE SUBGPIADE, AN1D IIACK~ILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING ANO INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED T 0 A HYDROSTATIC TEST AS SPECIFIED. ■. DEPTH OF TRENCH: c. D. IL F. POL. YVINYL CHLOFIIOI! l"l'll!ISUPIE UNfl POLYVINYL CHLORIDE NON-PRESSURE UNI! 18" M11NIM1UM 12" MINIMUM SUBSOIL SHALL BE FAEE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. REPAIR ANY LEAKS AND REPLACE ALL DEFl!CTIVE PIPE O Fl FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED F'OR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. BACKFILL TRENCHES, AFTER Al'PFIOVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL APIOUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, Fl'IEE FROM ROCKS ANO CLODS. INSTALLATION OF POLYVINYL CHLOFIIDE Pll'I!: A. BECAUSE OF THE NATURE OF PLASTIC l"IPI! ANID FITTING&, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. I. c. D, E . F. G. H. I. J. K. L. M. N. THE PIPE AND FITTINGS SHALL IE STOFIED UNDEl'I COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAV FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL B! DISCARDED UNTIL SUCH DENTED AND/QR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. PIPE ENDS AND FITTINGS SHALL SE WIPED WITH Ml!K, OR EQUAL, BEFORE WELDING SOLVENT 15 APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. PIPE SHALL BE SNAKED FFIOM SIDE-TO-SIDE OF TFIENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO i"REVENT ARCHING AND SLIPPING UNDER PRl:SSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. PLASTIC TO METAL JOINTS SHALL Ill!! MADE WITH PLASTIC MALE ADAl'TERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. PLASTIC TO PLASTIC JOINTS: SOLVl!!NT-Wl!LD, USING SOLVENT l'IEaCOMMENDED BY PIP!! MANUFACTURER ONLY. SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. THF!!!ADED FITTINGS: USI! TEFLON TAPE ON ALL THPll!:ADED CONNECTIONS, THRUST BLOCKS SHALL 1!11! INSTALLl!D AS PEPI D!TAI-L. SLEEVES SHALL EXTEND 12" 11!:YOND EACH SIDE o F PAVEMENT, THE LETTER "E" FOR ELECTRICAL OR "W" FOR WATER SHALL BE STAMPED OR CHISELED ON THE PAVEMENT DIRECTLY ABOVE THE SLEEVE. Landscape Architecture • Planning La Jolla centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 02121-3002 619.550.1575 • Fax 15150.11580 Powell & Associates, Inc. Consulting Civil Engineers 175 Calle Ma,;idalena, Suite 101 Encinitas, CA 92024 (760) 753-1120 COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 66615 OVERLAND AVENUE, IAN DIEGO, CA 12123-129!5 .3 .4 • 5 .e .7 INSTALLATION 01' BPIASI PIP·II!: A. CUT BFIASS PIPINQ l!IV POW'l!'PI HACKSAW, Cl'l'ICULAl'I CUTTINO MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH ANO UNOBSTRUCTED FLOW IS OBTAINED. II. CAAEFULLY AND SMOOTHLY PLACE TEFLON TAPE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED. REMOTE CONTROL WIRING: A. II. c. 0, E. F. a. H. I • DIRECT BURIAL CONTFIO•L Wl•PII! SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE. PROVIDE ONE CONTROL Wll'IE Al+O ONI! COMMON GFIOUNO WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. INSTALL CONTROL WIFIES AT LEAST 12" Bl!:LOW FINISH QFIADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. INSTALL CONTROL WIPl!S AND IFIFIIOATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE, CONTROL WIRE SPLICES: ALLOWED ONLY ON PIUNS OF MOPIE THAN 300 FEET, SPLICE AS FOLLOWS: (1) STRIP OFF MINIMUM OF 2-112 INCHES OF INSULATION FROM EACH WIRE. (2) CONNECT INTO PEN-TITE CONNl!CTORS. (3) CRIMP AND SEAL CONNECTOR IN EPOXY Fll!SIN. NUMel!!RING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL. WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. CONTROL WIRES SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. EACH INDIVIDUAL CONTFIOLLER'S CONTROL WIFll!S SHALL II E BUNDLED AND TAPED TOGETHER WITH COLORED TAPE AT INTERVALS NOT EXCEEDING TEN FEET (10'). COl+TROLLER IDENTIFICATION TAPE COLORS SHALL BE AS FOLLOWS: CONTROLLER A B C D E F COLOR BLACK RED WHITE BLUE GREEN YELLOW TESTING: ALL WIRING SHALL ■!I TESTED ,011 CONTINUITY, OPEN CIRCUITS, AND UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO 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. J. ALL WIRES IN l'ULL BOXES SHALL BE LOOSE AN•D SHALL NOT COME WITHIN THREE INCHES (3') FROM LID. BOXES SHALL. BE SIZED ACCORDINGLY TO ACCOMMODATE THIS REQUIREMENT. AUTOMATIC CONTROLLERS: A. AUTOMATIC CONTROLLl!IIS SHALL. 1!11! INSTALLED Al SHOW!+ AND DIRECTED. CONTROLLERS SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RE!SPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLE!RS FOR OPERATING AND TESTING PURPOSES. 9. CONNECTIONS TO CONTROL WIPIINQ SHALL BE MADE WITHIN THE PEDESTAL OF EACH CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. C, ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE CONTRACTOR SHALL BE RESPONSIBLE · FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED, D. EACH CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. l'IEMOTE CONTROL VALVES: A. INSTALL REMOTE CONTROL VALVES IN LOCATIONS AB SHOWN ON THE DRAWINGS, WITH 4 INCHES MINIMUM CLEAR OVER TOP OF FLOW CONTROL STEM. INSTALL A UNION-TYPE CONNECTION. VALVE BOXES: A. INSTALL VALVl!i IIOXl!S AS SHOWN ON DETAIL. INSTALL N 0 MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VALVE BOX LID. •• •• • 1 0 , 1 1 IP'l'IINKLl!l'I Hl!ADS: A. ALL SPRINKLER HEADS SHALL SI! INSTALLl!O AS PER DETAILS SHOWN . II. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL. BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO . QUICK COUPLEFI ASSEMBLIES: A. INSTALL ALL QUICK COUPLl!FIS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, OR AS SHOWN ON DRAWINGS AND AS DIRECTED. CHECK VALVES: A. INSTALL AS SHOWN ANO Al INDICATED Or+ DPIAWINGS. IBALL VALVES: A. INSTALL WHl!FIE SHOWN AS DETAILED. 3. 3 CLEAN-UP: AS PROJECT P'l'IOQFll!SSl!S, CONTRACTOA SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT THE PLANTINGS. IRRIGATION LEGEND ., tiirililiffioM~ilct • . la 'I : ...... ,,; 7 RAINBIRD PA-BS -SHRUB SPRAY W/HUNTER "HCV" ANTI DRAIN VALVE 2 RAINBIRD PA-BS• SHRUB SPRAY W/HUNTER "HCV" ANTI DRAIN VALVE 3 RAINBIRD PA-BS -SHRUB SPRAY W/HUNTER "HCV" ANTI DRAIN VALVE ,0,, "' ·! (4) HUNTER POS•36V GEAR DRIVEN ROTARY W/ FACTORY ANTI-DRAIN VALVE 5 HUNTER PGS-AOV GEAR DRIVEN ROTARY W/ FACTORY ANTI-DRAIN VALVE 6 HUNTER PGS-ADV GEAR DRIVEN ROTARY WI FACTORY ANTI-DRAIN VALVE C•J RAINBIRD 44LRC QUICK COUPLER W/ SHO HOSE SWIVEL ... RAINBIRD "PEB" AUTO-CONTROL VALVE SEE PLAN FOR SIZE PLANS BY DATE DESIGNED CHECKED DELINEATED ..t! '• ' ,', FULL 12' 30 2.01 12F 2.6 B HALF 12' 30 2_01 12H 1.3 B QUARTER 12' 30 2.01 12Q 0.7 B FULL 36' 30 0.23 #7 2.6 A HALF 32' 30 0.23 #4 1.2 A QUARTER 30' 30 0-23 #3 1.0 A C F ~ IRRITROL MC PLUS AUTO-CONTROLLER (INSTALL IN STAINLESS STEEL ENCLOSURE) Wf'RAINGUARD" AUTO-RAIN SHUT-OFF DEVICE E ~ ~ ------------- ~ ~ BALL VALVE 2" AND SMALLER -KING BROS LO TORQ MODEL D BALL VALVE 2-112" AND LARGER -KING BROS DOUBLE UNION MODEL G CLASS 200 PVC LATERAL NON -PRESSURE /MIN. COVERAGE 12" COVER\ SCHEDULE 40 PVC MAINLINE /MIN. 18" COVER l. FOR 1•112" Al+D SMALLER AND CLASS 315 PVC FOR 2" ANO LARGER SCHEDULE 40 PVC SLEEVES 12 TIMES DIAMETER OF THE PIPE ENCLOSED\ UNDER VEHICLES PAVING -(30 INCHES! FOR PRESSURE MAINLINE UNDER VEHICLE PAVING -124 INCHESI FOR NON -PRESSURE LATERAL STATION NO. GPM VALVE SIZE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS BU IL T 11 DATE RLA _____ EXP. ____ _ REVIEWED BY: INSPECTOR DATE f--+---+-------------+---4----1---1------llsH4EET '~C_IT_Y __ o_F_C_A_R_L_S_B_A_D~'SH1EETSI _ PLANNING DEPARTMENT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE IN IT! AL OTHER APPROVAL DATE INITIAL CITY APPROVAL IRRIGATION SPECIFICATIONS & LEGEND PALOMAR AIRPORT SAFETY AREA EXTENSION APPROVED ASSISTANT PLANNING DIRECTOR DWN BY: CHKD BY: ___ _ RVWD BY; PROJECT ND. PD 476 DRAWING NO. 359-2L RECOMMENDED BY: REVISIONS BY APPROVED DATE COORDINATE INDEX DESIGN OF RUNWAY, TAXIWAY, 1" 40' SCALE: HOR, " VERT, -----------DATE -------ir--t-------------------J-----t------t----""'1 -----,---------1 ___________ DATE _____ _ 350 N. 1683 E, AND SAFETY AREA EXTENSIONS w. A. 647REZ R,S APPROVED SY: McCLELLAN-f'ALOMAR AIRPORT 2055 t----+------------------+---+------+-----i..c~□c:.N~S_:_T.:...•...:C:::O::::M~PL:..:•:..======-ll--------------------------4-'-F-'-l!:.LE~N::,O:.:.•-============t -,,,,,,..,.,-.,....,-==-,--,-,,,,,,,-.,,.,.-,-,.,,..------DATE ______ ~-+------------------+------+----+-----I DIIIILIS M, IS11£1.l, COOIITT ENGIIEt'R, U.E. 11~ Hf. 6-JO-i12 F I ELD REVIS I ON IRRIGATION SPECIFICATIONS 8< LEGEND SHEET 4 OF '7 SHEETS GROUNDCOVER MIX SEE NOTES FOR MIX EROSION CONTROL PLANTING NOTE$ 1 . GROUNDCOVER SHALL BE APPLIED TO ALL SLOP!S THAT APIIE GPIADl!!D 6;1 (HORIZONTAL TO VERTICAL) OR STEEPER. 2. ALL SLOPES WITH GROUNDCOVER THAT ARIE GRADED 6:1 OR STEl!!PER SHALL 1!11!! IRRIGATED BY A CONVENTIONAL IRRIGATION SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 3. GROUNDCOVER MIX SHALL CONSIST OF FLATTED PLANTINGS WITH HYOROSEED: FLATTED__E__LA1'1.I.1~ BOTANICAL NAME MYOPORUM PARVIFOLIUM HYDROSEED MIX COMMON NAME SIZE NCN FLATS 18" o,c, PIATE M~. % IOTAN ICAJ.._JiAM..,J;~ ______ __,c.,O..,M.,_M....,.O,.,N......,N..,AwM.,E~ _____ ....,.L,.ffl"S""I A"'-"'C..IJl'lu.E~_......_p,.,.u Fl E/G ERM Alyssum species 'Royal Carpet' 3 9818 0 Alys sum species 'Carpet of Snow' 4 9 8/80 Gazania 'Pixie Dwarf' Dwarf Clumping Gazanl• 4 90/40 Limonlum perezli Sea Lavender 3 6515 Verbena tenuisecta Moss Verbena 4 90/75 The following materials Mulch -Conweb Fiber Binder -Terra Tac #3 Fertilizer 16-20-0 Note: TOTAL POUNDS PER ACR~ 18 shell be In the mix; 2,200 lbs./acre 150 lbs./acre 400 lbs./acre A minimum of three lnc,hes (3") of organic mulch shall be added in non-turf planting areas with slopes less steep than 3:1 to cover the soil surface completely, Lan<lac!l.pe Architecture • Plo.nn!ng La. Jolla Centre II 9255 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 619.550.1575 • Fax 550.1580 P D I.I • E L IJ o h"'"'n-'--'--P-'o=-w.;.;...;:e~l'--1 -=-&'--'A-=-s-=s'-'o=-c~i ac;..t"""e=--=s.,_, ..:.l'-'n-=cc..:.. ' I.V .. Consulting Civil Engineers 175 Colle Moc;idoleno, Suite 101 Enc,nitos, CA 92024 (760) 753~1120 COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS 6665 OVERLAND AVENUE. SAN DIEGO. CA t2123-1296 ) \ \ 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 \ \ ' ' \ \ '~''""" ),f'"""' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0 NORTH RECOMMENDED BY: APPROVED BY; )! I i I I I I " I I I I , I , , I I I I f 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 I \ I, \ \ \ ', \ \ I \ 40 0 20 40 80 ---GRAPHIC SCALE IN FEET: 1"•40'-0" ____________ DATE -------------DATE \ \ \ \ \ \ ' \ \_ \ \ \, ,, "-, ,, ·<",. ·<'s.. I j ',. ··,. I·••"" 1· -1+ * .. ,. ··:;::::t: 1i. tJ •-Cio , ···t- I I ·:,,... I r·-··· -• j \ I \ \ \ r ' \ \ ·-,,. ": '·. ·-..., ·,_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PLANS BY DATE DESIGNE'D CHECKED DELINEATED 11 AS BUILT" DATE RLA-----EXP. ____ _ REVIEWED BY: INSPECTOR DATE l----+--+------------+--f-----1-----+-----IISsHEET '~c_rT_Y_O_F __ cA_R_L_SB_A_D__.ISHE1ETSI PLANNING DEPARTMENT PLANTING PLAN PALOMAR AIRPORT SAFETY AREA EXTENSION APPROVED f-1/-CJy ASSISTA DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: ___ _ RVWD BY: PROJECT ND. DRAWING NO. REVISIONS DESIGN OF RUNWAY, TAXIWAY, BY APPROVED DATE COORDINATE INDEX SCALE: HOR. 1". 40' VERT, 350 N. 1683 E. AND SAFETY AREA EXTENSIONS W. A, 647REZ R.S FILE NO. 2055 t--+-------------------+-----+-----f--------li-:::C::::ON:.::S:::T:..:·....::::C::::OM::!P.!:L:..:·======1----------M-cC_L_E_LLA_N_-P_A_L..,O_M_A_R_A_IR_P_o_R~T---------.J.-!:.!.!:.=-..'.~_;:=::: -----FJELD REVJS]ON PLANTING PLAN SHEET 5 OF .., SHEETS ~ I • PAPIT I· GENERAL 1, 1 GENERAL CONDITIONS: THE GENERAL CONDITIONS, SP>l!CIAL CONDITIONS, AND DIVISION 1, ARI! A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WOPIK INCLUDl!S ALL Sl!PIVICES, LAl!lOR, MATEPIIALS, TRANSPORTATION AND EQUlfllM!NT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. .1 RELATED WORK: IRRIGATION SECTION 02441 1 .3 SUl!lMITTALS: UPON BEING AWARDED THI! PPIOJl!CT, CONTRACTOR S,HALL IUl!lMIT A LIST OF SOIL AMENDMENTS, Fl!RTILIZERS AND PLANT MATERIALS WITM QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF CONTRACT. 1.4 GUARANTEES AND Rl!:PLAC!M!NTS: . 1 GROUNDCOVER AND HYDROSl!ED SHALL Ill! QUARANTl!l!D TO Pll!IIIAIN HEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON O Pl NINETY (90) DAYS, WHICHEVER COMES FIRST. , 2 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOPIOUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS. , 3 PLANTS USED FOR REPLACEMENT SHALL l!IE THI! SAM,E KIND AND SIZE AS SPECIFIED IN TH! PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST T 0 OWNER. 1.5 Ol!ISERVATION: , 1 OBSERVATIONS Hl!Rl!IN SPl!CIFIED SHALL Ill! MAD·! IIIV THE ARCHITECT AN'D/OR CITY INSPECTOR. THI!: CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED. . 2 OBSERVATION WILL BE REQUIAl!!D FOPI TH! FOLLOWING PARTS OF THE WORK: A. PRE-CONSTRUCTION MEl!!TING. B. UPON THE COMPLETION OF GFIADING PPIIOR TO PLANTING. C. APPROVAL OF PLANT MATERIALS. D. PRE-MAINTl!NANCE Ol!ISl!RVATION. E. WHEN PLANTINQ, AND ALL OTHEfll INDICATl!D 01'1 SPECIFll!D WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS 1$ NOT A FINAL OBSERVATION OR ACCl::PTANCe, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS PROJl::CT. fl'. FINAL OBSERVATION TO BE HELD AT THE COMPU!TION OF THI! MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING DATE FOR THE ONE-VEAR GUARANTEE OF ALL TREES. . 3 ACCEPTANCE: Uf'ION COMPLl!!TION OF THE FINAL Ol!ISl!RVATION AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WAITING, (1) WHETHER THE WORK IS ACCEPTABLE: AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. . 4 THE CONTRACTOR OR HIS AUTHORIZED RE:PRESENTATIVE SHALL BI!! ON THE SITE AT THE TIME OF EACH OBSERVATION. 1,6 MAINTENANCE: llll 1111, 98-11114 .1 THE MAINTENANCI 1"11'1100 ll!QINS ON THI! FIRST DAY AFTER ALL LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS COMPL!TED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE! ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS. .2 THI! CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK. . 3 REGULAR PLANTING MAINTl!NANCI! OPl!RATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANT!D. PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING APPE:AAANCE BY WATERING, PRUNING, TRIMMING, FERTILIZING, PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE. LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH ANO DEBRIS, ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. ,.. ... A L11ndso11pe Arohlhoture • Ple.nnlna L11 J 01111 Centre II 92515 Towne Centre Drive, Suite 340 ' San Diego, CA 92121-3002 619.15150.115"115 • Fax 5150.11560 PO\VELJ.:hn Powell & Associates, Inc. Consulting Civil Engineers 175 Colle Mo,;idoleno, Suite 101 Encinitas, CA 92024 (760) 753-1120 --------------· COUNTY OF DEPARTMENT OF SAN DIEGO PUBLIC WORKS 151555 OVERLAND AVENUE, IAN DIEGO, CA 02123-12IUi . 4 FERTILIZER (COMMERCIAL): 7.9.4 WITH CHl!LATED MINERALS SHALL IJE APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 3 0 DAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY, SOIL TEST MAY REDUCE APPLICATION RATE. , 5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTl!NANCE PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT, IMPROPER MAINTENANCE ANO/OR POSSIBLE POOR O A UNHEALTHY CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE. . II THE CONTRACTOPI SHALL BE Pll!!Sl'ONl!IISLI! FOR MAINTAINING ADl!QUATE PROTECTION OF THI!! AREAS. DAMAGED ARl!AS SHALL BE REPAIRED IMMl:DIATELV AT THE CONTRACTOR'S EXPENSE. 1. 7 Gl!NEAAL REQUIREMENTS: .1 THE TERM "PLANTING APll!A" SHALL MEAN ALL APll!AS TO l!ll! PL.ANTED WITH GAOUNDCOVERS. . 2 ACTUAL PLANTING SHALL 9E Pl!l'll"ORMED DURING THOSE Pl!fll lODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLI! IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. .3 ALL ROCKS 1" 01'1 LARGER, AND OTHER GROWTH OR DEBRIS ACCUMULAT!D DURING THE DUFIATION OF THI! PROJECT, SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WAITING. .4 GRADING AND SOIL PPll!P>ARATION WOFIK SHALL BE f'IEl'IFORMED ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD DESTROV SOIL STRUCTURE, SPREADING AND GRADING OPl!RATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED O A REDUCED TO ACCEPTABLE LEVELS ANO THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. , 5 QUANTITIES FOR PLANT MATEFIIALS ARE SHOWN FOl'I CONVl!NIENCI! ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS, , II ADEQUATELY STAKE, BARRICADE, ANO PROTECT ALL IRRIQATION EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING l'ROPEATY DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS. , 7 ALL UTILITIES (WATl!FI AND l!LECTAICITY) USED DURING THE INSTALLATION OF THE LANDSCAl'ING AND IRPIIGATION SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE UTILITIES. 1. 8 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION ANO SOIL PREPARATION CONFORMANCE TEST: .1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE· MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OF! THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. .2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOFI TO INITIATING PLANTING OPERATIONS, THI: ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THI: REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED. • 3 PIANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO II E REPRESENTATIVE OF THE !NTIRE SITE SHALL BE TAK!N BY THE CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS TESTING LABORATORY, APPROVED BY THE CITY INSPECTOR. SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION ANO USDA, ALONG WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL. . 4 A SAMPLE: OF THE SOIL AMENDMENTS SHALL l!ll! DELIVl!RED TO THI!! ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR. • 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL BE TAK!N BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BOANE BY THE CONTRACTOR. PART 2 • PRODUCTS 2. 1 SOIL AMENDMENT AND FERTILIZER: . 1 SOIL CONDITION!R SHALL CONTAIN A SPECIAL BLl!!ND OF ORGANIC FRACTIONS TO SUPPLY SEVERAL DEGREES OF BAEAKDOWN RATE WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INOR-GANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL•GRO, LIFE FOREST HUMUS). • :II GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM (CASO 2H20) WITH MINIMUM 80% GAAOE CONTAINING 14 % COMBINED SULFUR. . 3 IRON SULFATI! (EXPRl!SSED AS METALLIC) 19% OF QUALITY APPROVED BY ARCHITECT. , 4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY ARCHITECT. . 5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCEN·TAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 1.0% 10.0% 10.0% MINIMUM MINIMUM MINIMUM • II FERTILIZEPI (COMMEPICIAL) SHALL BE LONG-LASTING CONTROLLl!D RELEASI! PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE· FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP·MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PEAC!NTAGES BY WEIGHT OF PLANT FOOD: . 7 NITROGEN PHOSPHORIC ACID POTASH 21.0% 0.0% 0.0% MINIMUM MINIMUM MINIMUM FERTIL.IZ!R (COMMl!!RCIAL) SHALL BE LONG-LASTING CONTAOLLED RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE- FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIP•MENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 16.0% 20.0% 0.0% MINIMUM MINIMUM MINIMUM . 8 FERTILIZEPI (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC ANO INORGANIC GRANULAR FEFITILIZEAS WITH CHELATED •• MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL CONTAIN TH! FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 7.0% 9.0% 4.0% MINIMUM MINIMUM MINIMUM PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: NITROGEN PHOSPHORIC ACID POTASH 20.0% 10.0% 5.0% MINIMUM MINIMUM MINIMUM . 1 II SOIL ENHANCER SHALL BE SARVON. PLANS BY DATE DESIGNED CHECKED DELINEATED 2,2 PLANT MATERIALS: .1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL. PLANTS OF CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO. 3278, PRINTED 1982, BOTH PUBLISHED BY THE UNIVERSITY OF CALIFORNIA DIVISION OF AQRICULTURAL SCIENCES. SEE LIST OF PLANT MATERIAL ON DRAWINGS. , 2 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK SHOWN ON DRAWINGS . , 3 THE AACHIT!CT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED' BY THE DEFECTIVE SAMPLE. · 4 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLII!, Wl!ATHEAPROOF LABELS ATTACHED SECURELY TO THE PLANT. THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT, • 5 HYDRO-SEED MIX AND MATERIALS SHALL BE CALLED OUT ON DRAWINGS. ,6 GROUNOCOVER PLANTS SHALL BE HEALTHY, VIGOROUS AOOTED CUTTING GROWN IN FLATS UNTIL TRANSPLANTING. , 7 PAE-EMERGENT HERBICIDE SHALL Bl! SURFLAN, TREFLAN, DYMID OR EQUAL. . 8 WEED ERADICATION SPRAY WILL BE ROUNDUP • PART 3 • EXECUTION 3.1 SITE PREPARATION ANO WEED ABATEMENT: 3,2 .1 GRUB AND CLEAN PLANTING AREA, REMOVINQ DEBPIIS AND ROCK AND ERADICATING WEEDS. , 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK • WEED ABATEMENT .1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEl!IPIIS ROCKS ANO EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL FERTILIZER 21-0·0 PER ACRE. , 2 WATER ALL AREAS EVERY DAV FOFI TWENTY-ONE (21) CONSl!CUTIV! DAYS AND UNTIL WEED SE!DS HAVE GERMINATED. CEASE WATl!RING FOR THREe (3) DAYS AND SPRAY NON-SELECTIVE HERBICIDE "ROUNDUP" TO ERADICATE THE GERMINATED WEEDS. TAANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STAT! O I' CALIFORNIA. . 3 RAKE ANO HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THI! SURFACE OF THE SOIL. , 4 IF PERENNIAL WEEDS OA GRASSES STILL EXIST, RE-WATER EVERY DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH APPEARS, AE·APPLY A NON-SELECTIVE HERBICIDE REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL. 11 AS BUILT 11 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS RLA _____ EXP------ REVIEWED BY: DATE INSPECTOR DATE t------+---+------------+---+-------1----+-----I I SH6EET I CIT y OF CARL s BAD I SH1TS I PLANNING DEPARTMENT ::=::==::::'...::::::==:==================:::::::::..==~ PLANTING SPECIFICATIONS VtlOSCA~ g~vJ'jl~-Y✓ 1-----+------1---------------------l----l----l-----+---~ PALOMAR AIRPORT SAFETY AREA EXTENSION ""' ~ _/ / P'-" _'__,,.. ~;:;;:;:;;;::====&==============::;:====~ ~ " APPROVED -;.,./} ("; I/ \ ... \ ~749', lf-V ;h5tt,J£ o-lt-t C ,I'>'-..' .. ,. /,'I-i-----t----""1----------------------t----i------+---+---1 ',!fr~0F~C~kl~~~ ~--A_SS_I_5n_N_T_P_L_A_NN_I_N_G_D_J_RE_C_T_OR ______ DA_T_E_~ DWN BY: I PROJECT NO, I DRAWING NO, B<.r': 5.?J\·'"',"\ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ___ _ REVISION DESCRIPTION 1---~----~---1 PD 476 359-2L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL l.!.R:..:V.!!.W~D..!:B'....'..Y..:.:===::::.l ~------' RECOMMENDED BY: REVISIONS BY APPROVED DATE -----------DATE --------ii-r-------------------j----+-----+----t COORDINATE INDEX DESIGN OF RUNWAY, TAXIWAY, AND SAFETY AREA EXTENSIONS 111-40' SCALE: HOR, VERT, -t-----..--------i DATE ------350 I N,f 1683 E. W.A. 647REZ R.S - APPROVED BY: t--r------------------+------1------1-----11--~CO,::N:;:S~T,:_, ....:C~D:::;M:.,;PL::,:•:..======II--------M-cC_L_E_UA_N-_P_A_Lo_MA_A_A1_RP_o_R_T ________ -I...!:....!.!::.=....!!!:'..:.....:: -------------DATE ______ ~-+------------------------1-----1------1 D!IJIUS M, IIIEI.L, llll!ITY EIICIIIE£R, R,c.E, 111~ Ell', 6·l0-{l! FIELD REVISION" PLANTING SPECIFICATIONS FILE NO. 2055 SHEET 6 OF "1 SHEETS 00 Nil, !t-1114 3. 3 $OIL CONDITIONING, l'l!l'!TILIZING AND FIOTOTILLIN<I: . 1 FOR AREAS Ll!SS STEEP THAN 2:1: .2 AFTl!R THE AREAS HAVI! Bl!!l!N Dl!l!!P'·IIIP'P'l!D, THI! l'OtLOWING IIATl!S OF SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE l!VENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMl!NT MUST BE INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS ANO COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT. A. SOIL CONDITIONEI'! SOIL SULPHUR IRON SULFATE GYPSUM 5 CU. VD. Pl!l'I 1,000 SQ. l'T. 10 LBS. PEPI 1,000 SQ. FT. 20 LBS. PER 1,000 SQ. FT. 250 LBS. PER 1,000 SQ, FT. RATE OF APPLICATl'ON II l'OPI SIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE QUANTITIES. II. l'ERTILIZEPI (COMMl!FICIAL): 6·20·20 SHALL BE APPLIED AT THI! RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. SARVON SHALL BE APPLIED AT THE RATE OF 1 l'INT PEPI 1,000 SQUARE FEET. APPLY SARVON IN AFIEAS AS Rl!COMMENDl!D BY SOIL TEST. f'OR BIDDING PURPOSES, ASSUME AL.L LANDSCAPE AREAS SHALL BE COVERED. Dl!l!P WATER LEACHING; A. AFTER COMPLETE! INSTALLATION ANO TESTING 01' THI! IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM OF SIX INCHES OF WATER. I. AFTER GRADING AND LEACHING OPEAATION, FOUR SOIL SAMPLl!S SHALL l!IE TAK!N BY ARCHITECT AND SUt!IMITTl!!D TO SOIL LABORATOFIY FOR TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS; ECE PH MAXIMUM 3.0 X 10.ll MAXIMUM 7.5 A Pl!!l'!Cl!NT OF ORGANIC MATT!A SOIL TEST Al'TEA Ll!ACHINQ MAY BE REQUIRED BY ARCHITECT. C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL !IE REPl!!ATED BY CONTPIACTOR IF TESTS SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING OPERATION SHALL BE BORNE BY CONTRACTOR, D. DEEP WATEFI LEACHING SHALL 1!11! DONE PPIIOPI TO THI! APPLICATION OF THI: COMMERCIAL FERTILIZER 6-20-20. I. NO PLANTING SHALL !!IE INSTALLED UNTIL APPFIOVAL HAS IIIN GIVEN BY THE ARCHITECT IN WRITING. I'. CARE SHALL !IE TAKEN THAT THE RATE OF APPLICATION OF WATER DOE$ NOT CAUSI!! EROSION OR SLUFFING OF SOILS. G. ALL DEPRl!!SSIONS, VOIDS, l!!ROSION SCARS, AND Sl!TTLl!D TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE. 3. 4 l''lf<HSH GFIADING: 3.5 . 1 FINISH ClPIADl!S SHALL SE AS IN'DICATID ON CIVIL l!!NCIINEl!Pl'S ANO LANDSCAPE DRAWINGS • . 2 ALL UNDULATIONS AND ll'!l'!l!!GULARITIIS IN THE PLANTING SUlll'ACIS RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. . 3 THE CONTAACTOR SHALL TAKE EVERY l'Fll!CAUTION TO P'PIOTl!CT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. . 4 l'INAL GRADEi SHALL. BE ACC!PTABLI! TO THI! ARCHITECT ll!!FOPIE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN. !"LANTING: . 1 PLANTING GPIOUNOCOVl!l'II: A. GFIOUNDCOVl!AS SHALL It! l'LANTl!D IN THE All11!AI l·NDICATl!D ON THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL 19 E ROOTED CUTTINGS GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. A Landscape Architecture • Ple.nnin1 La Jolla Centre II 92fi5 Towne Centre Drive, Suite 340 San Diego, CA 92121-3002 \ 619.550.1575 • Fax 550.1580 PO\VELt:hn Powell & Associates, Inc. Consulting Civil Engineers Colle Magdaleno, Suite 101 Encinitas, CA 92024 (760) 753-1120 -------- COUNTY OF DEPARTMENT OF 175 SAN DIEGO PUBLIC WORKS 66615 OVERLAND AVENUE, SAN DIEGO, CA 12123·129& - I, ALL GPIOUNDCOVl!l'I PLANTS SHALL !JI! l"LANTl!D WITH SOIL AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED OUT ON THE DRAWINGS . C. THE GROUNDCOVER PLANTS SHALL !IE PLANTl!!D SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES. D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-SMOOTHED AFTER PLANTING TO PFIOVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. . 2 HYDRO-SEEDING SHl'IUl!IS, TPll!l!!S AND Gl'IOUNDCOVl!FIS: A. HYDRO-SEED SHALL BE APPLIED IN THI! AREAS INDICATED ON THE DRAWINGS AND AS CALLED FOR PER MIX. l!I. HYDRO-SEEDING EQUIF>Ml!!NT: HYDRAULIC EQUIPM!NT USl!:D FOP! THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER HYROSEEDER" TYPE AS APPROVED BY THE ARCHITECT, THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLUFIRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BI! MOUNTED ON A TRAVELING UNIT WHICH WILL PACE THE SLURRY TANK AND SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE SPFIAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. C. APPLICATION METHOD: USING THE WOOD l"ULP AS A GUIDE:, THI! EQUIPMENT OPERATOR SHALL SPRY THE SOIL WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED IN A SWEEPINC MOTION, IN AN ARCHED STREAM, SO AS TO FALL LIKI! RAIN ALLOWING THE WOOD FIBERS TO BUILD UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. D. HYDRO-SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES FO Pl 20-24 DAYS OR UNTIL THE NEW GROWTH IS SUFFICIENTLY ESTAl!ILISHED TO MEET WITH ARCHITECT'S APPROVAL. I!. HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMl!DIATl!LY AFTER HYDRO-SEEDING II COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. I'. RE-HYDRO-SEEDING OF l!IARE AREAS SHALL IE DON! THIRTY (30) DAYS AFTER INITIAL APPLICATION. 3.1 H'!PIIIICIOE Al"PLICATION: PRE-EMERGENT HEABICIDI SHALL l!I!! APPU!!D. APICHITECT SHALL I! NOTIFIED AND PRESENT AT THE TIMI!: OF THE APl'LICATION. 3.3 CLEAN UP: AS PROJECT Pl'IOGPll!SSl!S, CONTl'!ACTOA SHALL MAINTAIN ALL AFIEAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO PLANTINGS. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS PLANS BY DATE DESIGNED CHECKED DELINEATED "AS BUILT" DATE RLA-----EXP.----- REVIEWED BY: INSPECTOR DATE f----+---+------------t--i-----t-------t-------tlsH7EET 1~c_1r_Y __ oF_c_AR_L_s_B_A_D~lsH~Tsl _ PLANNING DEPARTMENT DATE INITIAL ENG !NEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL RECOMMENDED BY: ___________ DATE ------r"T _______ R_E_v_rs_r_DN_s _______ 1_ev_1_A_P_P_R□_v_E_□1_D_A_TE_1-__ c:_:O:_:O~R::._D::_IN~A~T.::_E_I::_N.::_O.::_EX ___ --I -----------DATE ------350 N.I 1683 APPROVED BY1 CONST, COMPL., -,----,----------DATE------►--+------------------..-----,-----,-.----, DIIJGUS N, llllELL, COIITT !IIHNEIII, R.C.[, 11134 EXP. 6.JO~ FIELD REVISION~ PLANTING SPECIFICATIONS PALOMAR AIRPORT SAFETY AREA EXTENSION APPROVED ~~ ,O_ " ASS!S<!=AflT PkANNlNG Dl-RECTOR DWN BY: DATE INITIAL CHKD BY: C !TY APPROVAL RVWD BY: DESIGN OF RUNWAY, Tt,;xlWAY, AND SAFETY AREA EXTENSIONS McCLELLAN--PALOMAA AIRPORT PLANTING SPECIFICATIONS I PROJECT NO. PD 476 SCALE: HOR. 1"- W.A. 647REZ FILE ND. 2055 SHEET 1 ~.//-7f DATE I DRAWING NO. 359-2L 40' VERT. - R.S - OF '1 SHEETS