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PARK-ECR-7 )PPOOIN�T OOCO�Cp eFEI EXISTIN �r _WATER METER. INSTALL A CO /825YA _REDUCED PRESSURE TYPE OW PREVENTER _# PER ALL CODES DOWNSTREAM OF WATER METER, F INSTALL A1VZ'GRISWOLID /2230 MASTER VALVE p f 1 FF i CONNECT TO THE AUTOMATIC CONTROLLER I EXISTING TRAFFIC SIGNAL PEDESTAL MASTER VALVE CIRCUIT PER THE MANUFACTURES INSTRUCTIONS, INSTALL A CALSENSE NFM-1 . 5 WIRE FROM AUTOMATIC CONTROLL01r0 MASTER C' CONNECT ELECTRICAL AS REQUIRED PER ALL CODES FLOW SENSOR AND CONNECT TO THE AUTOMATIC VALVE AND FLOW METER TO BE NS>I�ED t; AND EXTEND ELECTRICAL SERVICE TO AUTOMATIC CONTROLLER PER THE MANUFACTURES INSTRUCT- N SEPERATE 3/4" CONDUITS ~ CONTROLLER LOCATION AS NECESSARY. IONS. ONTRCLLER x NO O AUTOMATIC C TE PROVIDE CONNED T ACTUAL LOCH TO BE VARFED ON SITE GITt' OF ENC _ C011H SAN DIEclo �� OTE: OF►ras _ _ n of Z — _ < - - - - E GY OF S77ZE H 7r -----_ . J -.. _ -- 2 g=� A IVA I - -__' /f /� /� /� 3 • -- - _ _.... ._.....-_...__._ .__._...._.._..._._.__.- # 10 18.60 - 01 AMINO ��t j ql# INSTALL TWO (2) PVC SCH.40 CONDUITS PER DETAIL _-` _ -- - _ ------`~ I 4� L ?> FOR MAIN LINE AND CONTROL WIRE. ' Q `f>IQ ONE (1 ) TWICE THE SIZE OF THE MAIN LINE y -r - -- _.. s i...__— - �-..� -- -- — — — - -- ONE ( .) 2 FOR CONTROL WIRE �_ .. \Ill -'--•-�---•_ .. _ 1 " THE j IRRIGATION LEGEND w ------._ --~ _ � SYMBOL MANUFACTURER DESCRIPTION MODEL NUMBER GPM PSI RAD ? LJ ~� -; O RAINBZRD ROTOR POP UP SPRINKLER HEAD T-12-PC-T22-1 .3 1 .3. 35 16'-22' LO tit - STAMPED CONCRETEf O RAINBIRD ROTOR POP UP SPRINKLER HEAD T-12-PC-T22- . 63 . 63 35 16'-22' � j RAINBIRD POP UP SPRAY HEAD 1812-SAM-I2H-PCS�175 1 .7 35 13'-15' O RAZNBIRD POP UP SPRAY HEAD 1812-SAM- 12Q-PCs-090 .9 35 13'-15' OO RAINBIRD QUICK COUPLER VALVE 33 DLRC ® RAINBIRD REMOTE CONTROL VALVE EFB-CP-PRS I TYPICAL HEAD IRRIGATION LATERAL LINE m CALSENSE AUTOMATIC CONTROLLER ET1-j y-R ( It STATION• CONTROL LER) IRRIGATION MAN LINE CALSENSE FLAW METER IN VALVE BOX FM 1 .5 WIRE LEGEND AND INSTALLATION NOTES: ® GRISWOLD MASTER VALVE #►#2230-2" ® FLAW METER RED TO RED A BLACK TO BLACK KBZ BALL VALVE BTU SERIES LINE SIZE MASTER VALVE RED NIBCO GATE VALVE T-113 LINE SIZE CONTROL VALVE BLACK COMMON WHITE © . MEUG-125 LY ELECTRICAL METER/PEDESTAL EXTRA (CV) ORANGE .; N.N.. AS APPROVED PVC CLASS 315 PRESSURE MAIN LINE (ALERTLINE) FOR PIPE 2" AND LARGER EXTRA COMMON GREEN -j EXTRA WIRES RUN 2 ORANGE AND 1 GREEN WIRE TO STATION- -� AS APPROVED PVC SCH.40 PRESSURE MAIN LINE (ALERTLINE) FOR 1 '�" AND SMALLER 1 VALVE BOX RUN 1 ORANGE A-D 1 GREEN WIRE TO STATION A AS APPROVED PVC SCH.40 NON PRESSURE LATERAL PIPE (ALERTLINE) l ` .....`._., ",� fI } PO0Y5YiS KLEbUGEI2 PI�EhSVT(I?E 3 9 VALVE BOX - -- ��!0� G(�T1 okl I'IZEVErI 1EfZ- }2��(z [p I?O.G, h(OT8 __= AS APPROVED PVC SCH. 40 SLEEVE FOR WIRE AND MAIN LINE UNDER STREET PROVIDE 24" EXPANSION COIL OF EACH EXTRA WIRE IN EACH CONSEC- T N U9IVE VALVE BOX. y' DENOTES STATION UMBER DENOTES GALLONS PER MINUTE DEMAND -� "* •, DENOTES VALVE SIZE zr — 3 3/4. 3/a• � °" -_ Cl /4. f c t #u _ /� ----- - �.` _ /� p _ ��-_ _ - 1 --,-_� 2@ 2�lJ�P�DM MED1A11 Gt1R3 EL cs _r re! b ct ` `-' ! L --- — - - -- - - i - - 0` Leg l -i by othWIR "fhe Design Profess has not veMeld the accuracy a�'>oi or "'�'�---.,� i¢M s - oomplotoo"s of this Information snd '"--- �� 2 357 t; 25.5 shell n*t bo responalbt�i for �r1y N-----.,~----- -�` _ „ �Q I0 orrors or omissions Mrhtldt G. L. MOTSHAGEN ASSOCIATES, LTD. 3RtCQ1' r9� �' rl� j -- --�`�— — IN.rNIN.N Ir,..NIN..N.11.N. I rNN NM•NNNI .•.•wNY1 3%COWT ac#Ne e, 1FDtZMA - DATE - - -- — + as#wwu�cos C"-93M `ppoSC � Fm� �� A.Hu �9 NOTE: ALL MAIN LINES, LATERALS AND EQUIPMENT SHALL MEET VALVE WIRING NOTES: CG 3949 ti�Q �Pt�X �4F 9�' INDUSTRY STANDARDS FOR RECLAIMED WATER. PURPLE ALL WIRE TO BE #14 OF DIRECT BURIAL WIRE. ALL SPLICES AND CONNECTIONS ? yi PIPE AND FITTINGS,VALVE BOX COVERS, HEAD CAPS, SHALL BE MADE INSIDE VALVE BOX MARKED "ELECTRICAL" USING APPROVED e COUNTY OF SAN DIEGO QUICK COUPLER CAPS, ETC.PRODUCT SUBMZTTLES WILL WATERPROOF SPLICE CONNECTORS. NO WIRE RUN OF LESS THAN 2500' BE REQUIRED FOR ALL RECLAIMED WATERITEMS. ALL SHALL BE SPLICED. NO WIRE RUN SHALL HAVE MORE THAN ONE SPLICE, APPROVED: TOM PUBLIC OY 5'+ .0 WORK AND INSTALLATION SHALL BE IN ACCORDANCE TO EXCEPT COVAON WIRE SHALL BE CONNECTED AT EACH REMOTE CONTROL DIRECTOR OF PUBLIC WORKS * ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION VALVE. KEEP FLAW METER WIRES SEPERATED FROM FIELD WIRES. FLOW ONLY FOR WORK WITHIN COUNTY * r� 4L) SCALE 1 RIGHT OF WAY: � '!)• �Q. OVER INSTALLATION OF IRRIGATION SYSTEM. ' METER RUNS ON 9 VOLTS DC AND WILL BE DAMAGED IF CONNECTED TO 24 VOLTS AC. BY: - -- �D 9rFOFCAUE 0 20 40 so Landscape A.ch4ectW�,/Planning — 3100 Bristd Strxt, Costa 11es�p 91626 114 (1W REVISIO APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY UPS/zEPf rr�CoN7�zo s GLM r:. REA APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. HI TOP F H PLANS PREPARED UNDER THE SUPERVISION of RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLAN FOR: DR 91 —044 2 Mcoiiiw LENG(H FEm:rFION 6-17 95 LOCATION N OR INT. I NHAIN RD 1N-40' HORIZONTAL DATE: 12.1`•q4 U EL CAMINQ REAL for ENCINITAS HOME DEPOT k EL CAMMO REAL BY: � -- BY: — _ "S425I RECORD FROM COUNTY OF SAN DIEGO, OCIOO VERTICAL LZ FR RICK T. HUME UC. N0. 1934 D. R. NO. 91-044— �0 / ELEVATION 78.030 DATUM MSL - LANDSCAPE ARCHICTECT EXP. g-31.45 DATE: �_ _5_ DATE: -?-_D�12_ IRRIGATION PLAN • -- — SHEET 12 OF 16 - - i � 2 FEBCO MDDEL 825YA " �•• D UBL� C/1EL'K B/�CKFLOW �„ FIh11SHEt7 CrfzA�� � \ � , \' � P!'EGENTEiP. . SIDEWALK o(� G(�l'LB , TyP� S/G•t/aL, •. 1� LJ6f/T/�'G AND /PQ/G4T/OV 6e�P{'/CE. /NLIUDES 20 aMP METEPED IZ COF UC SI'I-,y HE,A !/Ya NSO.4 fo/E SI- TPJL-LEEr-iiPiAz S-SEM9B ss C4LS /9E M. T /PP'GVT/D�t/ C/PLU/T, Lr AIA7rKF_LfZ E)C L 9 0L° NSE T rR�ir�FT- EI�L Br C DDE1 RIpR Ibt g TC1/ RR U R}gFyMpµ4 A1 TOP A N b F ITT I NLx c/1411 G?gDE- " M /MIrTED R ZWrZ054IRE SLaB FINISH GRADE a _ _ oe ._ a• 2- C. W/BUSHINGS BOTH ENDS, .. \ ANTI - t7KAIN \./AL-\/E- (SERVICE CONDUCTORS BY SDG6E MAfzLEx N I hI'LE A5 IZEG?vIF-EG TD W,,4TER METER W MA/N LINE 3 rv6- -Tx-r 9ti ELL I/z_" x sHOFC- rVe- �q C. TO CONTROLLER MArLLEX 90` ELL SC HE bULE So NIPPLE ------ -- - — Co,4x14L CABLE 0 ,441rYWA (TAP) REMOTE PECE/l/ER ALL 1?15FI f -17- INGS TO BE SPED 16A7459. BFI PROTECTED ET AUD S{y/TC//ED CABLE W1,I TO COrVTROLLE 51,0F 0F72F7M 11%14L BDaPO - DGUER TO R ELECTRICAL PEDESTAL HIGH POP UP HEAD �, BACK FLOW PREVENTER TERM/NAL RO /� � LEGEND QCV i , ! /. C.4,R50AV 610-/2 t14L vE B0,r- P//on1 � � NEAT B,P/1N0 'CQCY"ON L/D /.0 1.4CA' --- . !/ !?"MAX. / 2 2" 111G/1 Cll,4R,4CTERS. l" MAN. v P GRY A L - EA �D DEPT/1 o - . ', •L• �8 q 45,?4S5 it//PPLE 1z dl. Sox 4 5 8,g455 90 DEGREE ELL 5T,4b(I STEEL 1 I CONDU/TS /O n _346E O,10 4AIZ'1/O P 3 41 N n 6. 1114 1A/ L/NE N KB/ PYC 8L 3 BALL /4L /E. BTU 5,A'12 _6 WI SLIP OcKEO TRUE UN/O/V N' ^~i 5 9 8 �® 7 M•41d! L/NE FITT/NG 5-yr CONVECTOiPS - L/NE S/ZE. i tI >, SCN. BD PVC 5 8. 61?055 90 OEGREE STREET ELL D Lm Z R' N/PPLE _IJ 2= _ a 9. BRASS NIPPLE - ("LONG o`er _ „� ao ° D oC� �• 60&1G FT. FE:A CrIeAVFL /O QUiC ! CDUPL/NG 4L t/E oA I? // CONC�PETE l \60 NOTES USE TEFLOA/ TAPE O(/ ALL M14LE 10110E TlIRE.oOS AUTOMATIC CONTROLLER g QUICK COUPLER VALVE �j - BALL VALVE 2 3G EXR4AIIII CD/LS / _ _- . -. ✓LIMBO ;4L 1/E BDX W/T11 rkla 611EXI4 510415 aA/D Zaee/NG' CONDUIT SIZE MAXIMUM # OF WIRES COQ/srr !�/�iGATiO/v CD(/E,P 4ME1I a'? Z7a4lW. vl�LvE- 1!� T�j 112" 2 i�IATERI°IzooF WtKE � �r C.O N N ELToIz•s 3/ 4" 4 24" EKpANSIoN Gatl.s FINISH CTKAGE 2': ? 1" g PL.46T/L' v.4L 1/E BOX W�LOC,�/NG - _ _ L10 rCgR5VA1 MODEL 14/98-/2B = Q = 1 1/ 4", 10 _-__-_ ._ . ...... . , OR EQUAL). f/EgT BiP,4N0 l%4Lt/END. � FLOl4/ METEfZ = h These Record Documents have been ON L/O /(/ 2"N/Gf/ Cl/q!r'ACTE,PS. lyaTEiPPRGi�F CONNEL'. 1 1/ 2" 14 - preparad based on information provided v _ (�ONT(LoL AWE To sF'F2INKLER by others. The Design Professional /PEOUCEO D/.4METEN" A P.NfTLE PIPE To � / CONDU/T P. !!C. 2" 2 5 SP Et t F i E 19 h EPTH M,4/N L/NE has not verified the accuracy and/or R�/G. SGH. 8O PI P t:LLs completeness of this information and ?\LG SACS 4o ELL PGOu/ shall not be responsible for any aF,p Y>}ZI/iS C3> —� SLEEVING SCHEDULE errors or omissions which may be i o�oop a a Incor t rein as a result. G. L. MOTSHAGEN ASSOCIATES LTD. I _ P Sa PIPE _ s� Qom ....,,.,.. ._.............. ......... ......... V.G. T S MALE EXTENS/O�t/ ° a�° ° - 3114 COMMM n O". VATe A DA PT EJ� sANMAAcos.CALF9 JµDSCgp ONE. G(JBIG FT. O fir"16x17W-0,H FU 16x17.411+1 r MU FPE.A CTF-.IEI CG 3949 /O ���yT COMMON GotNTKOL-LJrK GRAVEL ° © O0 _ COUNTY OF SAN DIEGO W Rn..a.a iw.tMOSCAM ARCW [C M 4� APPROVED: TOM GARIBAY ¢ ��Y" M Ill' 100 /5„ ° �°rJO B•• DIRECTOR OF PUSUC WORKS * * To& (7114) 640-4700 MAINLINE FITTINf; ONLY FOR WORK VATHIN COUNTY — hr f714) 6IO-N1O RIGHT OF WAY. Jj BY C t/ j f �TFOF C A"% DATE: REMOTE CONTROL VALVE FLOW SENSOR 3 REVISIONS APPROVED DATE REFERENCES DATE BENCH K SCALE DESIGNED BY DRAWN BY G.L.M. G.L.AI R.E.J. APPROVALS CITY OF EN QI N I TAS ENGINEERING DEPARTMENT DRAWING NO. UP5 Duf(CKFOW.r CONTLrL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRJ�IIVED r PUBUC IMPROVEMENT PLAN FOR: DR 91 -044 DESCRIPTION z /15 ILT lot h - - LocnnoN N R. N AI HORIZONTAL BY: _ BY: ic�>?^" EL CA��INO Rf for ENCINITAS HOME DEPOT k EL CAMINO REAL VERTICAL DATE: �(A�„� 3425I RECORD FROM COUNTY OF SAN DIEGO, OC100 V/7 —' - EDRICK L HUME UC. 410. 1934 / D. R.. NO. 91-044 ' ELEVATION 78.030 DATUM MSL LANDSCAPE ARCHICTECT UP. DATE: DATE: IRRIGATION DETAILS SHEET 13 OF 16 { OUANTITIES ARE TV PH C.6 t 28 PR i FOR ENTIRE SHEET. 2 19 122 1S STAMPED CONCRETE - REFER TO NOTES THIS SHEET 6 STAMPED PAVING DETAIL, { - DETAIL 6 SHEET - I — — Clrr 0 SAN _ 1 LLJ �DIEGO - w- `,I1 S.rapt ._ ........—......_... _..— _ Y - r - • i tz I EL CAMINO ' REAL _ o f r - _...., ( ( � Li t 1 1 _- --- --- � LC) T _j _3 J ` `r ABB/L SYMISOL BOTANIICAL NAM CO4#WQN AAA OUANT/TY SIZE COMSFE TS L_ (� co t I PR a PL4 TANUS RACEMOSA CALIRML4 SYCAMORE i 5 36- BOX STANDARD - 1 ° PH o PODOCARPUS HENKELI/ LONG-LEAFED YELLOW-WOOD 13 36- BOX STANDARD BOTANICAL ABBR. o ES B ERYTHR/NA SYKESI/ SYKES CORAL TREE r--j 36- BOX MULTI °� NU ES RO CG O CEANOTHUS G.H. 'YANKEE POINT' YANKEE POINT CEANOTHUS 1 Z�l l ( 2 2 �` 5 GAL. 5'O.0 n S6 1�� 94o NO O NERIUM OLEANDER 'PETITE W OLEANDER n 5 GAL' 5'O.0 o TV TULBAGH/A WOLACEA; SOCIETYGARLlC I � 127 TREES SHRUBS 7 - I GAL 30 O.G L QUANTITY m fIH HEMEROCCLLIS SPECIES DAYLILY (COLOR sa.EcTE1 eY ClTI) 1'Z 84,1 • I 90. O.C. ; C RO ROSAMINUS OFF. 71UNT. BLUE' HUN11NGTON BLUE ROSEMARY 040 9 GAL 240 O.C. ..STAMPED CONCRETE 'GARDEN STONE' BOMACRON AS MANUFACTURED TURED BY BOMINITE E _ NO SUBSTITUTIONS) - _ -_ "`---"`---... ,� _ COLOR: L.M. SCOFIELD A-26 'BRICK RED• ___--- `-�``"" RELEASE AGENT: L.M. SCOFIELD A-24 •RUSSET• TE:, LANDSCAPE CONTRACTOR SHALL LOCATE,ShR" A Ate/ OF 18' - _--_ �-MARO9CRPE AAVW \ _ f1fY1L NOT CONFLICT hbt7N hEADS -06 JUtIGATION AND COVbUW. '- LM1•f .s_ _ 0) 3 = CUT?' ` " CP ENCINIr As 171, ..__. GGG `r- i... r -- c _ t C7 EL A MIN �, These Record Documents have been �`"""-- —__ prepared based on Information provided ..,.,` . -, ....._ by others. The Design Professional has not verified the accuracy and/" 1C) completeness of this Information and --��-- � shall not be responsible --- onsibte for any _–��-- � errors or omis3lons which may tae _— -- 4'u! -- rtcorp , r e► In as a result. __ _ BATE `*NOSCIP ' —{- i• ,`�.� eo C,� REFER TO SHEEt I5FOR PLAPI'rfNCs AND STAMPED CONCIQETE PAVNG DETAILS. COUNTY OF SAN DIEGO W , , ��: REFER to SNEEr�^Foe I'S I RIGATION DETAILS E APPROVED: 7011 CARIBAY THIS �T IS ACCURATE " PLANTM Oh Ltr, REFER TO CIVIL ENGNEER'S SCALE 1 " 40' DIRECTOR OF PUBLIC WORKS * * PLANS FOR MEDIAN CONSTRUCTICN II•FORMATIog ONLY FOR WORK 1MTHN COUNTY RIGHT OF WAY. it 1 dr'rEOF C ALIF a T1 4E PLANE PALETTE NAS VEEN DERIDED FROM APPROVED FLANS PRE!OARED DY 11.6 CITY OF FOM 20 t0 e0 Landscape Architectime/Plonninq By, i4w- ENGMITAS FOR liaE EL CAMINO REAL MEDIANS CCRfSt DRIVE TO Cs,41QDEN VIEW R0,41), DATED 6-13-94. a,IOO smsroL sr., ere. goo coerA MESA, CA sss2s rEL:rulsao-sro0 FAx:Tis/sao-ssu L/V ATE'. � � ' RE APPROVED DATE REFERENCES DATE ' DESIGNED BY DRAWN BY CHECKED Y BENCH MARK SCALE _ p.E.,. ,.�. �.R.: APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT' (5RAIMING N0. MGDIAN LeNgrN" REpUG11ON •' 6-.17-95 I T H PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED PUBLIC IMPROVEMENT PLAN FOR: pp n DFSCRIPTION LOCATION N INT I N AI 1-=40� _ �Il a1 -044 EL CAMINO REAL for ENCINITAS HOME DEPOT HORIZONTAL k EL CAMINO REAL „1 �� DATE: BY: P. BY: 34251 VERTICAL '�/' -- - ----- RECORD FROM COUNTY OF SAN DIEGO, OC100 -- FREDRICK T. HUME LIC. NO. 1934 D R NO. 91-044 -- --- - .. . LANDSCAPE ARCHICTECT 3l4�ELEVATION 78.030 DATUM EXP, DATE: J_P x DATE: S PLANTING PLAN SHEET 14 of is '_ v � H w IZ T • -}" T1-IIG4x- WHERE WIOTN of 5'rAMPEZ7 60Nt,NZEf1E K MoRr=T<-+a.N 18: � g MIN 0" TH MIN lY • VGI< WHES FR WIDTH of oiTAMPJ V GoN�RE71= � Q 1-9 L-�4-6, THAN OX 1=QVAL- To ,g'I � W4 I VARIES - 24 FT MAX � W Q STAMPED CONCRETE �J=DIN MIN. - TRN='E Ta PATTERN: GARDEN STONE u - ' w Z AF.Ed. tU w m ti �R 4 VAR 8 w M LU VARIES 10 / W — / /9► r � � Op IIII =III r. ,a . - p• . . N 2 I =JUT= Q Q a 0 7 (11111 ' 11 s'aza a �2 w (� ��� EY A C P,4✓EMENT n U //�/\ ��// � ��\ //� "'// / n Z Z � N 6 2 =IIII W %� 1/ w 1I I O REMOVE EXISTING SON. & REPLACE O CDA/P4CTED BASE MATETi'/4L COMPACTED BASE MATERIAL SECTION WITH CLASS 'A' TOP SOL AMENDED TREES AND SHRUBS PER PLAN PFx.spt�l><tcATla►Lg (sr�sHt� tL� _ _ PATTERN 2 O SUBGRADE EXISTING ASPHALT ROADWAY O MOISTURE BARRIER INSTALL 30- BELOW TOP OF CURB OR STAMPED CONCRETE O O' STAMPED CONCRETE SEE O REMOVE ALL EXISTING. PAVING AND BASE MATERIALS IN PLANTING AREAS] SEE STREFT PLANS 'DETAIL 6, THIS SHEET 9 STAMPED CONCRETE PAVING L 6 MEDIAN SECTION �r GALV. CAP TRC SIDEMOUNT ANTENNA SECURED.--_� •�ougSO ZoI d G.MINIMUYV► w — WITH STAINLESS C-ay ROW vnl b LESS STEEL HARDWARE � :!1 TOP OF CURB a Q I W � n $ C1 � Q t- - --- r GALY. SCdi40 PIPE i °"-WE' U W • QNMULCH BLANKET INSIDE PLANTING WELL 2 PAINT AS APPROVED I W W lei U R. U R Z w W W W W - .°.. . . . STAMPED CONCRETE - ,dREQ TO BE LEFT ul cola + _ COMPACTED BASE WHERE NEEDED Q G m n Q CLE4/P PLAN/LAG M w WATER RETENTION BASIN VIP ID W CID W _ _ Q OUTSIDE PLANTING PIT n EXIiRO ASPHALT w W I RG-58 COAXIAL CABLE INSIDE POLE o n _Q LID p SANDBACEPIl L 3-MIN.ITYP1 �— Q Y AMENDED BACKFILL 0 Q 3/4" CONDUIT -LB" BOX . � CONTROL WIRE IN CONDUIT a Q � v v TREE LOCAT/D/V J U I �r T 6-MIN. j U FLASH GRADE SAW CUT AA.PAVIND ITVPJ / P Mw W 1 F Q Il! ^ Q o �llli� • • 0 F I ~lu J I III n ` I Q ILI Z II -- 6- 10 GRAM PLANTING TABLETS p Z m I �. I W Z D o --- 3/4' CONDUIT — _ ` TIMES W 2112 ROOTBALL DIA., Ca P MIN. LU °- CONCRETE FOOTING • — _f c� o LQ g�jylq �� Tt7P OF CURB 28 ANTENNA ANTENNA, POLE, AND CABLE ARE INCLUDED IN HS1-TMSS-ET1-12- RPANT ENCLOSURE UNIT ANTENNA DETAIL 10 PAVEMENT CUTTING & TRENCHING M p,A 7 MEDIAN PLAN VIEW 4 SHRUB PLANTING z # 2 " - 9 W Z f TRENCH WIDTH P S LODGE POLE PINE STAKES WRAP CINCH TIE AROUND tY Q TREE AND STAKE TO Q FORM FIGURE EIGHT W ' • � a 4 v•o V a �V G � Y � � CI NAIL TIE TO STAKE y ® � n Z U _W u Q' V FINISH GRADE - ' = Z w = W UJI i 4 } S a C w Q W These Record Documents have tl+3N�n � _ ! Cl Q 2-3' DNA. LODGEPOLE PINE STAKES w a. prepared based on Information provided L E 0 (�1 n (�� by others. The Design Professional / �` 1L o CINCH TIE- 1 PAIR°PER TREE Q IL has not verified the aoGtlr>' cy and/or � ' m r L49KCOVER � u o � � PRESSURE MAINLINE PIPING NOM-PRESSURE LATERAL UNE ' Q KIRIN 00R100teness of this Information and coarAw W/RF LL1✓AV/T " SET CROWN OF TREE BALL t' ABOVE FINISH GRADE V Shale not b rasp .ra1V/.V7o 44LY,-MXFS r-6CM .10 DIE• eno%vr N/ J responsible for Many CONTROL WINES �' _ II I /e mvar ero,[•_(, yW/e srevVe / CO MAI/MN KO• A/DU/J- FlDW uj Q WATER RETENTION BASIN V) C0111114 NOW CA OWN• R�hC — /NrEIPQJMVECT G4BCE. B 3 NE BED 41'/QE w ~ `�' 2' MULCH IN BASIN Wn i- a,00 Niisfaf s�+..L 3tWtd jW . errors or omissions Wh3ctt may be - n `z - T4N (71Q �4-4700 i r #�as a result. NOTE PROVIDE 2'OF CLEAN BACNFB.L UNDER ALL RINq `- Z //..�� p b d {' U ROOTBALL N'IEr I•I4) CIO-~:0 1--OTC A T �j1TE MINIMUM CLEARANCE w Q Q PLANTING TABLETS, Z CONSTRUCTION, IRRIGATION AND PLATINCT DETAILS NAVE BEEN VIDEO 15Y THE ry* � I .•: � w CONSTRUCTION NOTE4 CIT'f OF ENCINITAS, CALIFORNIA FOR CONFORMANCE TO THE APPROVED EL CAMINO REAL ROUGHEN SIDES OF HOLE AND ROOTBALL MEDIAN FLANS (CREST DRIVE TO GARDEN VIEW ROAD), DATED 6-13-94. pDSC 1. EXISTING A.C. PAVING O`Q. .�I/1f 6. SAND BACKFILL SCARIFIED AND COMPACTED TOPSOIL T4 ,L T• HUM 'r,9 2, EXISTING PAVEMENT BASE ?.IRRIGATION WIRE IN SCH. 40 CONDUIT COUNTY OF SAN DIEGO Awe �F�` F"o �y , E. IRRIGATION MAIN IN SCH. 40 PVC SLEEVE 2X D1A. TWICE O ' ' - ` BALL DIA. ' APPROVED: TORN GARIBAY W w �� 4. BASE - /2"CL. 2 9• SAWCUT EXISTING PAVEMENT �< ONLY F R OF K VAT WORKS ¢ I S. TYPE SLURRY BACKFILL //1 1-5Cd/ 40 LON07/ff kl&44AW 6R,,41P 5/6 //V7E/PC•OA/ 44A4 STA.PbVC PE4U/PFO OV °IATA.VUS ONLY FOR WORK MATHIN COUNTY +yA 4A10 o P000caPVVS .I/t Y. RIGHT OF WAY. a �c ,� _--, BY l _ ' ' W TRENCHING IN PLANTING 8 o DATE F0 rLLtf� NTING AREAS TRENCHING IN PAVING 5 TREE STAKING & PLANTING 3 E ONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAWN BY CH h5 I T c R.E.J. J.P. APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. �' (HIS. SQ. TOP OF HOWL LOCATION NE COR. TNT. OLIVENHAIN RD HORIZONTAL 1• 40• PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP VED PUBLIC IMPROVEMENT PLAN FOR: DR 91 -044 — = • , //-^ k EL (AMINO REAL VERTICAL - ��� DATE: BY: ------ BY: ---- EL CAMINO REAL for ENCINITAS HOME DEPOT 34251 RECORD FROM COUNTY OF SAN DIEGO, OC100 D. R. NO 91-044 FREDRICK T. HUME LTC. N0. 1934 ELEVATION 78.030 DATUM MSL LANDSCAPE ARCHICTECT EXP. 83196 DATE: 1_19!� S DATE: PLANTING DETAILS F SHEET 15 OF 16 t SECTION OA" LANDSCAPE, HARDSCAPE, AND IRRIGATION iMMOVEMIEMMS Laodsrape,hatdsape and irrigation improvement;shall be famished and installed as shown on 212-1.5 Headers, Stakes and Ties. 212-3 ELECTRICAL MATERIALS 308-3 MOISTURE BARRIER INSTALLATION 308-5.5 Automatic Controller System installation. the plans and standard drawings and as specified is the Standard Specifications,any reyeehce 308 3.1 Moisture Barrier InsWlatioa Moisture barrier membrane shall be Section 308-5.5.1 is hereby added to Section 308-5.5 of the Standard spxifinciaus std these Special Provisions. 212-1.5.3 Tree Stakes Stakes shall be round, 10 fat long, comically 212-3.1 General. All wiring and pull box details shall conform to dewing installed in all median islands, completely surrounding the areas to be irrigated Specifications as follows: pointed at one end, minimum 2-inch diameter. Stake material shall be details, these Specifications and as follows: and planted. Membrane shalt extend a minimum of 30 inches below top of cub. SECTION 200-ROCK MATERIALS Lodgepole pine, pressure treated with wood preservative. P 1. All control wire• including valve pilot wires and commons,master (a) National Electrical Code 200-1 ROCK PRODUCTS 212-1.5.4 Tres Ties. Tree ties shall be cotton webbing, rubber tire Attach membrane securely and continuously to the back of curb with a mastic valve wires and flow meter wires, shall be installed in PVC using or fabricated item approved by the Engineer. Wire devices am not (b) Local Codes and Ordinances adhesive. Schedule 40 solvent weld conduit. sized according to plans. 200.1.3 Gravel. Pa gravel for irrigation valve box drainage shall have 100 acceptables percent passing the 3/8-inch sieve and less than 5 percent patting the No.8 sieve (c) Recommendations ss Printed by the Respective Supplier waterpr of sheering shall o joined by folder and cemented lap seams, groper completely 2. of conduit turns shall d accomplished using long sweep fittings 212-1.i Moisture Barrier waterproof. Famish two samples of a completed seam to the Engineer,for of the same type as conduit wiring continuous, soldered and m x -filled approval Prior to start of this work. Sams shall be minimum 4 inches wide by SFrnON 201 -CONCRETE- MORTAR_ AND RELATED MATI3ttAIS Ra d " a - shall c nt tontin encapsulated • nne y 24 inches long. 3. Flow meter wires shall be installed in conduit separate any other 212-1.8.1 Moisture Barrier. Moisture barrio shag be single width sheet Rainbird'Snap Tire'containers or 3M'Scotchtok'container,u connections to wiring. 201-1 PORTLAND CEMENT CONCRETE PVC or PE membrane of 20 mil thickness. remote control valves. 3081 PLANTING 308-5.6 Flushing and Testing. 201-1.1.1 General. The same brand,type,and source of cement and Submit sample per Section 308.3.1. 212-3.2 Conduit and Conductors. 3084.3 Layout and Plant Laccitiom, Delete the first paragrapk and replace with 308-5.6.1 General. The tut of Subsection 308-5.6.1 of the Standard aggregate shall be used for all Portland Cement Concrete,rete the following: Specifications is hereby deleted and replaced with the following: 212-2 IRRIGATION SYSTEM MATERIALS t 212-3.2.1 Conduit The first paragraph of Subsection 212-3.2.1 of the 201-1.1.2 Concrete Specified by Clan Class 560-E-3250 with flinch -fo tap Rf'w M WI}rs iwvv�m- Standard Specifications is hereby deleted and replaced with the following planting Flush Main Lines Flushing of the lines will be done before / '11me Contactor will layout all Iantin eras and stake locations of trees for the maximum slump for camped coecrete. CaKril. t.1 days submit for approval 5 copies of a 8 4�k complete materials list.including manufacturer's name and number,covering all material Conduit shall be PVC 1120,Schedule 40,UL listed,solvent welded pipe. Engineer's approval prior to planting." coupling valves and remote control valves are in place. ALL open ends 201-1.2 Materials required under this contact•together with 5 copies of descriptive literature on all items shall be piped(temporarily) to exhaust flushing water up and out of the listed Commeaoe no irrigation system construction prior to receipt of Enginner's 212-3.2.2 Conductor The second paragraph of Subsection 212-3.2.2 3084.5 Tree and Shrub Planting, Delete the fourth paragraph of Subsection trenches. No water will be permitted to fall into the trench. Flushing 201-1.2.4 Admixtures approval. of the Standard Specification is hereby deleted and replaced with the 3081.5 of the Standard Specifications and replace it with the following ure will be to first the following: 1� open ports meanest the source,then reap and nave progressively toward the end of the line with only one open poet (e) Color Hardener. Color hardener for stamped concrete shall be Shutoff valve Hose swivels All planting holes shall be backfilled with Class A Amended Topsoil as described flushing at any one time. Litochrome dry shake colored hardener by L M. Scofield Company, Valve box, cap and sleeve Pipe fittings LOW VOLTAGE CONDUCTORS in Section 212-1.l. 13omanite Co. Colors or equivalent Color stall match L Valve operation wrenches Controller assembly 308-5.6.2 Pipeline Pressure Tests The tut of Subsection 308.5.61 of Intact planting tables in the manner std of the number specified by tine the Standard Specifications is hereby deleted and replaced with the W Scofield. Pnor to s o stamped connate work, Contractor shag . Plastic pipe, Primer. Remote control valve Pilot line and common wiring connecting remote control valves io automatic submit three color samples to the Engineer for approval, together with a solvent Wire and connectors controller stall be dime burial, U.F. type with approved 4/64 inch thick manufacturer in its printed instructions following: and three copies of the manufacturer's printed instructions, bulle ts, and Bacldlow prevention device Valve boxes&cover waterproof coating, 600 volt, 75 degrees centigrade, copper single strand wire, 3081.6 Planting, Stakin and Guying. Tree staking slug be as shown on the specifications Sprinkle•heads and bodies Controller enclosures U.L approved. 8 t Y n8 t 1. Maio Lines: Pressure tests after main lines shall nd saute mu lion Metal pipe Quick coupling valves drawings have bare flushed and to coned valve: and quick . Pipes 2014 CONCRETE CURING COMPOUND Quick coupling valves Master valve 212-3.3 Controller Units Automatic controller shall be make and model valves are let is place Clore all control valve by hand Pipet Identification tags Flow meter specified on the plans. 3084.10 MULCH skull be censer leaded leaving all fittings exposed. Contractor shall 201-4.1 General. Concrete curing compound shall be Type t. 212-2.1 Pipe and Fittings Plastic pipe used on supply,side of control valve furnish force pump and pressure gauge necessary to complex shill be PVC 2230, Schedule 40 solvent welded pipe. 2124 ENCL OSURES 3084.10.1 Installation. Following acceptance of plant material pressure tests installation, apply even layer of mulch. two inches thick, over all areas stamped Color Curing Compound. Color curing compound darer s for 2124.2 Controller Enclosure shall be make and model specified on the shown as planting areas on the plans. 2. Pipe: All metal main Nines in the system shall be capped and camped concrete shall and manufattuter ss the plastic pipe used on the discharge side of control valve shah be PVC 1120 Clan � plans. tested at 125 psi for a period color hardener. �°T'N r AA. �oatr3 n/4jeaca.t _ 200 for sizes 314' and over, and PVC 1120, Class 315 solvent welded pipe fat SECTION 300- EARTHWORK 308-5 IRRIGATION SYSTEM INSTALLATION pressure. All larks found shalt be corrected by turning the pipe is •. SECTION 212-LANDSCAPE AND IRRIGATION MATERIALS t/2 - the finings as no caulking or epoxy filler will be permitted. 300.4 UNCLASSIFIED FILL 308-5.1 General. All pipe slaving shalt be PVC 1120, Schedule 40 solvent welded pipe. 3. Plastic Pipe: All plastic main lies inn he system shall be capped 212-1 LANDSCAPE MATERiA c 300-4.1 General. Add the following: (a) Record Dmwings Show dimension beat:=of all buried pipe and valves, and pressure tested u 125 psi for a period of one hour with no Swing joints shall be ss detailed on the drawings Pressure pipe rises and C and control pilot wires to valves and connollers. Take dimensions prior to drop in pressure. All leaks found shall be corrected by removing �t 212-1.1 TopsdL Topsoil shall be Class A topsoil amended as follows fittings shall be PVC Schedule 80. the leakin (amount cubic The six shall be graded to the limit lines and elevations show on due drawings backfiring trenches. All commons on record drawings shall be done in red ink g Pipe or fittings and installing new material in place � yar ). Risers and fittings for backflow prevention device shall be red bass, standard with such allowances as may be required for the construction of walks and other Dimensions must be taken from above-pound,pesmarhent,architectural abjms thereof and retesting. m 4 Class A weight six improvements Tolerance for rough grading is 1 110th of a foot, plus or Do not take dimension from plants or tree of sprinkler heads. Raced drawings Parma drainage t# slug be reviewed prior to ill progress payment approvals. 4. Closing in Uninspecred Work: The Contractor shall not allow,nor 1 part Type 1 soil amendment minus, at d swales and r cause any of this wont to be covered or enclosed until it has been 0 2 pounds irate sulfate 212-2.1.3 Plastic Pipe and Fittings. All plastic pipe shall be new normal Finish shall to drain without water pockets or ties and shill (b) Charts. On the inside surface of the cove of the automatic controller,the inspected. tested and approved by the Engineer. Should any of m l pound 12-12-12 NPK commercial fertilizes impact rigid polyvinyl chloride (PVC) 1220 or 1120 pipe extruded fmm 8 s � Contractor dull and mount a tint[ showi the valves and this work be enclosed or covered before such inspeetiom and teat 10 ponds agricultural gypsum 100 percent,virgin materials All pipe O.D. sizing dull be done in conform to the intent of all plans and sections - after thorough settlement and Pie ng the Contractor stall uncover the wok u his own and after compaction of the soil. Finished Ands serviced b that controller. All valves shill be numbered to uPR1x pacti grades shall mart ill existing or established Y particolar conformance with AW WA iron pipe sizing (I.P.S.). All pryer shall be match the on schedule and the dmv in Only those area controlled by it has been inspared. tested and approved shall make all te�airs 212-1.2 Soils Fertilizing nd Conditioning National Sanitation Foundation roved. controls of stamped concrete and curbs and shall be of uniform slope and grade oPer'ta 8s• Y g omng Materials aPP that controller shall be shown. This dart shall be an entire with like materials necessary to restore all his work and that of the between panted of fixed elevation or elevation controls from such point to sprinkler P�1� - established radar. Tolerance for finish radio is V4-inch, plus or minus. including building, walks, roads, and walls. A of this other contractor to its original condition. (n 212-1.2.3 Commercial Fertilizer Pipe shill be homogenous throughout lira from visible cracks, late, 8 grading P reduced as necessary and legible in all deniis, stiallp�tam de w a sirs that will blister. dents, wrinkles, die and beat marks, and foreign materials. - 308-5.6.5 A Subsection 308-5.6.5 is hereby added to Section n Planting ablets. Tightly 8beY compreased, long-lasting. �w'-� fit into the controller cover. This print shall be approved by the Engineer and PP�'+1• Y o fertilizer tablets weighing 21 grams with a potential acidity of not Continuously and permanently mark pipe with manufacturer's name or SECTION t03 CONCRErF AND M1`ASONRY CON Lt( LION shall be hermetically scaled in plastic. This stun then be secured to des inside 308 of the Standard Soaifications u fnllnw c en more than 5 percent by weight and having an analysis d 20-10.5. trademark, Lind and size pipe material. manufacturer's lot member, of the cover in a manner approved by the Engineer. paw' ��� rn o schedule. or Class std NSF sal of approval. 303.6 STAMPED CONCRETE Written approval and aocepmce of the irrigation system most be obtained before final u 0- (c) Miscellaneous Items to be Furnished by Contractor.Provide the following m 212-1.2.5 Mulch. Mulch shag be ArMve v (7t' Wcj AWiit . sMatl be ss shuwn on the prams. tools u a part of this contract: 308-6 MAINTENANCE AND PLANT ESTABLISHMENT r - - The physical specifications of the Society of Plastic Industries for each 303-6.1 General. Stamped concrete isuem a type of pipe used shall be deemed and construed as a part of this Color shag be determined by Agency or Engineer and shall be applied by Method W 212-1.2.6 Add New Section 212-1.2.6 ss follows: specification. A of Subsection 303-6.3.1 of the Sandal Specificatioru. Only the cechc+ete Two sets of keys for each automatic controller cabinet (a) The plant establishment period shag be 365 calendar days, commencing upon written * 6 work so indicated on the plans will receive color treatn"L if any concrete work approval of the installation. - , aN 212-1.2.6 Soil Conditioners Pipe dating shall be done in conjunction with records held by the tot indicted for color treatment any curls and gutter, or any existing ezmertte Two sets of keys for lock on controller enclosures (q rnanutatturer for two ear, covering unlit control tests, raw material P y (b) >'mi� malnrena� work shall consist d applying water (except initial watering of Y g q Y which is to remain in lace should receive an cola treatment it shag be One coupler for each six quick coupler valves; each coupler to be Pte), wmdw& �g for Pte, sweeping wilts, litter pickup and 1��g all a. Iron Sulfate. Ferric sulfate or ferrous sulfate in or batch numbers and any other information required by the manufacturer. removed and replaced by the Contra=u the Contactors expenses P 4 P Pl maintenance. P� equipped with 3/4-inch bronze hose bib bent-nose type tom hatdwhed. g°1eral P°i°ct granular form, containing not less than 18.5 percent iron expressed as metallic iron and shall be registered as an Solvent weld fittings shall be PVC manufacture,heavy wall and of the IPS Stamped concrete shall be placed, formed. and cued in confornamce with the Two loose s for each three quick coupler valves installed under this The mare Project shall be adsfacoaily maintained,commencin g from the time that all agricultural mineral with the State Department of solvent welded types, Schedule 40. Fittings containing threads shall be printed instructions, spndfiotiahs, and technical bulletins issued by the contract. ' q coup items of work have been completed as specified in the foregoing articles of these Special Agriculture in compliance wide Article 2, 'Fertilizing Schedule 80. manufacturer of the color hardener and color wax curing system. The applicator Provitiens and to tine satisfaction of the Engineer. Materials.' Section 1030 of the Agricultural Code. shall be an experienced specialty subcontractor whose specialty is limited to - . Primer and solvent shall be of the type and make approved by the pipe special effects in concrete. The specialty contractor stall provide a supervisor or Two special wrenches suitable for operating each type of shutoff valve manufacturer for use on its i foreman d ability (at kart throe examples of high-quality installation) installed under this contract. The Contactor shalt be responsible for detecting diseases and pests as soon as their 212-i.4 Plants pipe. acceptable to the Engineer. Two tools for disassembly and assembly or adjustment d each type and apply such ere°edies Has are necessary to control the infestation. Ire shall remove all 212-L4.1 General. Add: 212-2.2 Valves and Valve Boxes equipment used in this instillation requiring such special tools. rodents, t>bog control measures immediately upon discovery. SECTION 7.^• LANDSCAPE AND IRRIGATION INSTALLATION - Varieties as shown on landscape plan. All quantities shall be verified by 212-2.2.4 Remote control valves shall be make and model specified in the One valve box for Dicing the establishment period,all plants and planted areas shall be kept well watered key every six lock-lid boxes used in this inn an actual count on the planting plan. P� 308-1 GENERAL and rapt well wad-free at all times. Weeds shall be removed and disposed of elf ibe 212-2.2.6 Quick Coupling Valves and Assemblies shall be make and Plants shall have been grown in nurseries inspected by the State model specified in the plans. All lawn and landscape areas disturbed by die Contractor ss part of err ss a result of the Two sets of operating instructions and a parts list as printed by each ate Department of Agriculture. work shall be prepared and reseeded and/or replanted in kind. except as otherwise manufacturer of each type equipment included in this contract; refer to A supplemental fertilizer on all 212-2.2.7 Valve Boxes designed is the plains 'Materials' section of the specifications and legend on drawings Apply supP planted areas as required to sustain growth. The Tag one of each variety. inspection and approval of plane is required Engineer shall be notified u least two days before starting this opentimn. Engineer may reject entire let of plants represented by defective sample. 1. Provide reinforced plastic box with looting lid ss specified in the 308-2 EARTHWORK AND TOP SOIL PLACEMENT One specified padlock for each controller enclosure, ss approved by then 16 order to carry out the plant establishment work, the Contractor shall maintain a Plana not approved are to be removed from site immediately amt replaced P� All valve boxes shall be looted inside planter areas. City. sufficient number of men and adequate equipment to perform the work herein specified with suitable plants Specimen trees will be inspected u nursery; all Placement and compaction shall comply with Section 3001.5 and 300-4.7. The fourth from the time any planing is done until the end of the Project Maintenance; Period or plans will be inspected on site of work. 212-2.2.8 Remote Master Valve. Remote master valve shag be make and paragraph of Section 3001.6 of the Standard Specifications is hereby deleted and Guarantees. A letter until fuel guarantee from nark mamufacnuer shat!be submitted model fled in lam, replaced with the following: to the Agency guaranteeing materials for a period of one yet against P The surface of each layer of topsoil shall be sufficiently roughened after compaction to material defects and worimtanship. In cases where longer guarantees ass The Contractor may be relieved from plant maintenance required in these S All tress of 24 inch box sift or larger shall be guaranteed for one year required by these specifications,such guarantees are xpaate and dmima P� all Itas of 15 gallon size shall be guaranteed for six months Guarantee 212-2.3 Backflow Preventer Assembly shalt be make and model specified in ensure bond to the succeeding layer. from the Conttaaores genial guarantee.gu Provisions when establishment and project maintenance work have ban suislactocily POW shall sort on the date the Contractor is relieved of I-ad scape Pis completed- maintenance responsibility. Relative compaction of not less than 80% nor greater than 85% shalt be obtained 3011.5.2 Irrigation Pipeline instillation 212-2.4 Sprinkler Equipment. Sprinkler heads shall be the make and model throughout the topes p Damage to planting areas shall be repaired immediately. specified in plans 308-5.2.6 Trench Baekf ff in Roadways and Parking Aral Section 308- Th @SQ Record DOCUftT8t3ts haVQ been 308-3 5.2.6 is hereby added to Section 308 of the Standard Specification as (c) Replacement of plants. All plane that show signs of aged to grow a any time during HEADER INSTALLATION follows: life of the contactor those plane so injured or damaged as to mode[them unsuitable prepared based on Information provided for the purpose intended shall be immediately replaced in kind at the expense of the by others. The Design Professional The Standard Specifications are hereby amended as follows: 1. An trenches for pipefx and electrical conduit under midways Contractor. has riot Y the accuracy hlnrnkti or Delete Section 308-3 Header Installation and insert in its plan Section 308 3 '�