Loading...
7919 RECLAIMED WATER NOTES 1. ALL WORK.SHALL BE DONE IN ACCORDANCE WITH THE OLIVENHAIN MUNICIPAL 'I E PN D WATER DISTRICT RULES AND REGULATIONS. - �, MIN' 6 � SYMBOL MA MODEL # DESCRIPTt(3114 R D. P.S,I 2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS,DRINKING FOUNTAINS,ETC., �°�, H O SHALL BE PROTECTED FROM DIRECT SPRAY BY RECLAIMED WATER. 0 RAINBIRD T-12SAM-PC-T-22-13 12" POP-LIP ROTOR 9 .30 - 116-R2 35 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE 01 T-12SAM-PC-T-22-65 1 1 w l - -. O,6S `I -22 BEST EXTENT POSSIBLE PONDING, RUN-OFF,OVERSPRAY AND MISTING. NOTE: WHERE SLEEVES CROSS BENEATH PAVING, THE CURB OR WALK p 9892SAM-VPC-15H PCS-175 92" POP-UP SPRAY - 1 .75 - 15 30 -� SHALL BE CHISELED AT BOTH ENDS WITH A 2" SIZE LETTER 'W' TO m 9892SAM-VPC-15Q PCS-090 1 L 1 1 - - D.9D s I] 4. HOSE BIBBS ARE STRICTLY PROHIBITED. INDICATE WIRE SLEEVE AND 'P' TO INDICATE PIPE SLEEVE, O 1812SAM-VPC-155ST PCS-125 12" POP-UP SPRAY - 1 .25 - 4 95 (si 5. ON SITE CROSS CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE. (TYPICAL ALL SLEEVE LOCATIONS). V 1812SAM-VPC-8H PCS-090 I I + O,9D - 8 WATER LINES ARE STRICTLY PROHIBITED. O 9892SAM-VPC-BQ PCS-040 1 1 1 I -. - 0,437 g fi. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT P{iIOR - 330 LRC TWO PIECE, 3/4" QUICK COUPLING VALVE, , W/LOCKING VINYL COVER. APPROVAL U THE OLIVENHAIN F PIPE MA MUNICIPAL WATER DISTRICT. - ® EFB-OP-PRS AUTOMATIC VALVE W/PRESSURE REGULATING FEATURE-SIZE.. NOT= - l HYDRO-SCAPE HS9-TMSS-ET-1-24R-PANT, STAINLESS STEEL CONTROLLER ASSEMBLY, COMPLE E WITH 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER OLIVENHAIN MUNICIPAL _J CALSENSE ET-1-24 R SERIES CONTROLLER W/EXTERIOR POLE MOUNTED ANTENNA . WATER DISTRICTS RULES AND REGULATIONS. L_IJ CALSENSE FM-1 .5 FLOW METER TEE-1132" SIZE. LPL GRISWOLD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 1kt" SIZE (SET @17E P.S.%. ) S. HOURS FOR IRRIGATION WITH RECLAIMED WATER ARE FROM 10:00 P.M.TO 5:00 A.M. INSTALL "DO NOT DRINK" SIGN _ }- =. °-- /'o.V' KING BROS. BTU SERIES BALL VALVE. (SAME SIZE AS AUTOMATIC VALVE- ) THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECLAIMED WATER MAY SEE DETAIL THIS SHEET (TYPICAL) VALVE, LINE SIZE. Lam, / I- ` ° 4 " BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH <+ DISINFECTED TERTIARY RECLAIMED WATER SHALL BE UNDER THE SUPERVISION OF I L L�.1 FEBCO 825 YA REDUCED PRESSURE BACKFLOW PREVENTER, 2" SIZE. t?'F', THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER - Ord-- W L" -�`" r `� A icy O NEW ELECTRICAL METER MYE PS MEl1fe5^F{ loo 4+/�TF"✓° STJG QUALITY THAN DISINFECTED TERTIARY RECLAIMED WATER SHALL BE BETWEEN THE I A D L < tr1 ® 2" TURBO DOMESTIC WATER METER (BY OTHERS) HOURS OF 70:00 P.M.AND 6:00 A.M. �-T'�I�.�I� A� � I � ,L // I: 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET OLIVENHAIN MUNICIPAL WATER I••�A � �' Q 4�L Ql� / k �� 1Y2 CONTROLLER B VALVE SEQUENCE - J DISTRICT'S RULES AND REGULATIONS. A1�0 _ 1z V12 Q§°y2 L_J APPROX. G.P.M. "VALVE SIZE. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, ; „u ( F WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION 40•' Q ' , ' " l sn YA ^ '- __ I� _ _I MAINLINE PIPING-2" OR LARGER-ALERTLINE CLASS 315 P.V.C. OR OTHER USE. LACK OF PROTECTION WHETHER BY DESIGN,CONSTRUCTION PLV(j I \ _- _ PRACTICE OR SYSTEM OPERATION,IS STRICTLY PROHIBITED. -UNDER 2" SIZE-ALERTLINE SCHEDULE 40 P.V.C 4 I" ® I° I/ --� ---- /- _ ` _) LATERAL PIPING-ALERTLINE SCHEDULE 40 P.V.C.. >: 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT' 1" �- , i V4 4 4 I'� - _Z^ y - __ _ - - - NEW SLEEVING UNDER PAVING-SCHEDULE 40 OVERSPRAYING ON SIDEWALKS,STREETS AND PRIVATE LOTS. JIL = -Y1'-n p.,.. .V� ,Vn.f i -> . r, (° _Ia, , ) 4/y - �)} `1 EXISTING SLEEVING UNDER PAVING '- -- j) /q �4141'r _--=------ I NEW 3/4" ELECTRICAL CONDUIT FROM EXIST. ELECT METER TO NEW CONTHOLL R- PER THE OLIVENHAIN MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 0'1 12. RECLAIMED WATER QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY I t - EXISTING IflRIGATION MAINLINE, "- � 13. METERS SHALL BE SIZED BY OLIVENHAIN MUNICIPAL WATER DISTRICT. 14. ON RECLAIMED WATER SYSTEMS,ALL APPURTENANCES(SPRINKLER HEADS, VALVE �BOXES,ETC.)SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES. 15. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING"NON-POTABLE N�z -- ------ - - - - - 50 - - _- WATER"OR"RECLAIMED WATER", COLOR-CODED(PURPLE)AND LAID WITH �t - """�� - 48 -- - ------ --�� --- ""� - - -- --- - WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER r) -.- -- - 47 -- ------ ----- ---• - ---- -__ ._.__. __. -__-- .. ____ ---- THE THE OLIVENHAIN MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS "I^ (.) 46 I L.�J N O E S E L C A �,lI N 0 I \® E A L �' 1 ALL PIPING AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS EDR - 16. ON NEW ON-SITE SYSTEMS(POST-METER), POTABLE WATER, RECLAIMED WATER AND 7 I _1 RECLAIMED WATER. PURPLE PIPE AND FITTINGS, VALVE BOX COVERS, SEWER LINES SHOULD BE PLACED A MINIMUM OF 4 FEET APART, OR AS DIRECTED - BY THE PROJECT ENGINEER, AND/OR REGULATORY AGENCIES. MEASUREMENTS - QUICK COUPLING VALVE COVERS, SPRINKLER COVERS. ETi'� PRODUCT SHALL BE BETWEEN FACING SURFACES,NOT PIPE CENTERLINES. - 'w Z_ SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. Li INSTALLATYON WILL BE IN ACCORDANCE WITH ALL GOVERNMENTAL :17. CONSTANT PRESSURE RECLAIMED WATER LINES SHALL CROSS AT LEAST 12" - I -" AGENCIES HAVING JURISDICTION OVER INSTALLATION OF BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST 12" CROSSING I J 0 �" IRRIGATION SYSTEMS. SEPARATION BETWEEN OTHER UTILITIES. Q S Z ------- -. -_ _ ____. _. _ -_-_- _ -_._.____. _ __ - - __ -_ -_.--._ _ - - - __ __._- -- 2 RECLAIMED WATER IRRIGATION SYSTEM WILL BE INSTALLED INITIALLY 18. IF A CONSTANT PRESSURE RECLAIMED WATER LINE MUST BE INSTALLED ABOVE A - _ __-- - - --- \ I d' USING POTABLE WATER. WHEN RECLAIMED WATER BECOMES AVAILABLE ; POTABLE WATER LINE OR LESS THAN 12" BELOW A POTABLE WATER NNE,THEN - _ IRRIGATION SYSTEM WILL BE CONVERTED BY OTHERS AS REQUIRED. y THE RECLAIMED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED -- \ Q / " PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTENT IO FEET FROM EACH SIDE, FROM I 0 DO NOT DRINK CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 3 ALL VALVE WIRING TO BE #14 OF DIRECT BURIAL. ALL WIRE SPLICES TO BE MADE INSIDE VALVE BOXES . NO WIRE RUN OF LESS THAN 2500 19. DEVELOPERJCONTRACTORS SHALL CONDUCT A CROSS-CONNECTION TEST AND I FEET SHALL BE SPLICER. NO WIRE RUN SHALL HAVE MORE THAN ONE COVERAGE TEST AS DIRECTED BY THE OLIVENHAIN MUNICIPAL WATER DISTRICT j a SPLICE WITH THE EXCEPTION OF THE COMMON WIRE. II AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES PRIOR TO it 4 KEEP FLOW METER WIRES SEPARATE FROMALL OTHER WIRES. FLOW METERi ANY USE OF RECLAIMED WATER. IV AGUA psi OPERATES ON 9 VOLT DC AND WILL BE DAMAGED IF CONNECTED TO 24 20. AN ANNUAL CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE VOLT AC. _ OLIVENHAIN MUNICIPAL WATER DISTRICT AND/OR SAN DIEGO COUNTY DEPARTMENT PLAN - EL CAWN0 REAL T AGUA- --- -- - ------ OF HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO ------- -- ---- - THE NON-INSPECTING PARTY. "ALE = 4C' o - - 80 5. INSTALL ONE EXTRA ORANGE WIRE AND ONE EXTRA GREEN WIRE 21. SHOW THE LOCATIONS PROPOSED FOR THE RECLAIMED WATER "DO NOT DRINK" 40' FROM EACH MAINLINE SECTION END, BACK TO CONTROLLER. EXTRA SIGNS ON THE PLANS, saLE 1" = 42' WIRES SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL HAVE A 24" EXPANSION C01.L AT END OF MAINLINE AND AT ALL REMOTE 22. WHEN RECLAIMED WATER BECOMES AVAILABLE,AN ON-SITE USER SUPERVISOR WIRE LEGEND CONTROL VALVE BOXES (INSIDE VALVE BOX) THEY PASS. PROVIDE SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH THE FLOW METER- 1 BLACK B 1 RED. :. PLUMBING SYSTEMS WITHIN THE PROPERTY,WITH THE BASIC CONCEPTS OF NOTE: REFER TO SHEET 52 FOR IRRIGATION DETAILS A 3Ei" EXPANSION CO C01 L INSIDE CONTROLLER ENCLOSURE. BACKFLOW/CROSS CONNECTION PROTECTION,THE RECLAIMED PURVEYOR'S RULES MASTER VALVE- RED THE EXTRA WIRES SHALL BE LABELED AS 'EXTRA' IN THE ENCLOSURE. AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER AND SHEET 57 FOR SPECIFICATIONS CONTROL VALV�S BLACK ra SYSTEM. COPIES OF THE DESIGNATION,WITH CONTACT PHONE NUMBERS SHALL BE COMMON WIRE WHITE DETAIL: - DO NOT DRINK SIGN NOTE: WHERE SLEEVES CROSS BENEATH PAVING, THE CURB OR WALK PROVIDED TO THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND SAN DIEGO ORANGE NOTE: CONCRETE THRUST BLOCKS ARE TO BE INSTALLED » COUNTY DEPARTMENT OF HEALTH SERVICES. EXTRA WIRE 1 x 1 3 SHALL BE CHISELED AT BOTH ENDS WITH A 2' SIZE LETTER W, TO IN CASE OF EMERGENCY CONTACT: OLIVENHAIN MUNICIPAL WATER DISTRICT EXTRA WIRE GREEN ON MAINLINE AT ALL CHANGES IN DIRECTION INDICATE WIRE SLEEVE AND 'P' TO INDICATE PIPE SLEEVE.. PHONE NO.(619) 753-6466 (TYPICAL ALL SLEEVE LOCATIONS). 23. ALL PUBLIC AND PRIVATE POTABLE WATER'-MAINS AND ANY WATER WELLS WITHIN 53 54 5 5 96 57 58 5 9 60 THE RECLAIMED WATER PROJECT SHALL BE SHOWN ON THE PLANS. iJ ,J .. 1 L DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE DESIGNER OF WORK FOR THIS PROJECT,THAT I' HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OR THE BUSINESS AND PROFESSIONS COD AND THAT NOTE: INSURE THAT THE SPACING OF SPRINKLERS DOES NOT EXCEED THE WIDTH THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 1 OF THE PLANTING AREA. THE WIDTH THE PLANTING AREA IN THE 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS EY MEDIAN IS 14', THE SPACING G BETWEEN SPRINKLERS MUST NOT EXCEED 54'. THE OLIVENHAIN MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. U - °�- wPY A 14 A E FnA2 V I Lr- CT IC/a I.�� Q �� STUDIO FIVE/P� I f O] 1 m o L _O FILIG 2 Y2 ® /KENNETH W,LANDSCAPE ARCHITECT LICENSE NO. DATE V I 6 MORG SUITE 114 PHONE S 83933 , � AN S N NO. (714)5 - _ -�--- - IRVINE, CA 92718 - � - - - - --- - - ------ - � FAx No. (i1a) 4ss-z7oa LA INSTALL "DO NOT DRINK" SIGN ,AM w I SEE DETAIL THIS SHEET (TYPICAL) i L1 � La ndscape Architects is O SCAQ CD 52 53 54 5F 57 58 59 �� A O 17 - Po a 4io „ yR s /a vn '14 v a/4 3ia " „ !ia 'k v4 va KIST I t�l G - L1�I��. f� I f�EZiE� Tl c.�t�l D12 q 1 © / � \ Studio lld ib tV _ ~ _ _ �� _ - - _- „I' I'I. 3A f/4 va M Vn yn 4/4 114 I" I' i" 4ia 4ia ya ua ° - € .F? 1=i�WII JG �`F2°$- 2N PT 12 �4; i 1460 c Z - -- 42 uR si74 h/4 n n-L 1�4 _n- rr- -.- _- ., .,--- c+- ----- - t aF I Y fi ® _ - s KENNETH A. ANDREW .S.L.A. _I _ Q 2„ 4' 2 " � "°<"`< LANDSCAPE ARCHITECTURE / P NNING :D 4' 0 C S Morgam, Suits 114 z c z 12 I I w T� OF CAS ����/ Irvine, CA 92718 n J 4�a I UR _z 1 (714) 588-3933 FAX (1 � 4) 455-2704 MAKE CONNECTION TO EXISTING 2" P.V.C . U --- ._-------- .•�-- - • �• -- • . County of San Diego Q INSTALL NEW MAINLINE 1a -®°' ' II IRRIGATION MAINLINE TOGETHER WITH �. 1 F-- a �..,.cC Health Department EAST OF '.C/L OF STREET. Q DEIGNED BY K..A. DATE: MAY 1 95 i- EXTRA VALVE AND WIRES STUBBED r- _ UP IN EXISTING VALVE BOX. EXTEND MAIN cz.7 DRAWN BY M T. L.P.. SCALE. 1" =. 4O' r- ��/ �__ _ w _ _ PROJECT MGR.: JOB NO,: 94-793 _ Approval = - PLAN EL C A � � N 0 REAL �� W - -- - ` AND WIRES- AS REQUIRED TO SERVICE NEW 7220 Avenida Encmas Civil T S _ gl AUTOMATIC VALVES #11 &12 AS SHOWN. MAKE C N N S U T A SCALE: 1" = 40' 0' __- __ 80' - NECESSARY WIRE CONNECTIONS AND ADJUSTMENT _ L -; Engineering LANDSCAPE ARCHITECT OF WORK: 4C' AT EXISTING CALSENSE CONTROLLER LOCATED Suite 204 Planning S to APPRX 150' -SOUTH OF C/L OF WOODLEY ROAD.. Carlsbad, California 92009 Processing / LiJ 1 3 -.. SCALE: 1' 40' _ ON THE EAST SIDE OF EL CAMINO REAL. 619-931-7700 Surveying � i W d ; Date Foa:819-931-8680 / .-..- DATE: f ; 51,f6 z'G� �XF>T'. r�EL. K NETH A. ANDREW, A.S.LA. RLA: 1460 r� C - T _ _ DESIGNED M.TD.R &W N LBY P. CHECKED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT BY APPROVALS CITY�Y ® F E e C I l I TAS ENGINEERING DEPARTMENT EIT DRANING N0. E IZEGIAIMEP WATER SYSTEM APPROVAL - f ( y� T _ OLIVENHAIN MUNICIPAL WATER DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED APP RO VE(J IMPROVEMENT PLANS FOR: -� �� DESCRIPTION: TOP OF BRASS DISK IN WELL ? TM 94 066 MONUMENT. HORIZONTAL 1" = 40' DATE. MAY 1995 BY. T__ BY: t ' -- 9`ml I N I T Ae S RANCH LOCATION STA. 64+24 EL CAMINO REAL °VFD ev CgJ ` 6 LE ENGINEERING CORPORATION , q rRlcrs coNSyLT 460 %G,EgblNEER R.L.A. N0: � / _ - ;- ( > RECORDED FROM'S.D. CO. VERT. CONTROL PG.105 VERTICAL NONE ____ 'p. a�-� J°fit°P -` _ -- DATE: �? `' _ DACE. E L C 0 P� i N O REAL) A L - �j- --- - ELEVATION: 1 0.L n DATUM: I�M1.S� „a�, KENNETH A. ANDREW, A.S.L.A, -- RCE X10 __ � DATE!' - ' `JOB N0. � EXP: �-�3w-w_- R�.��. -- R.,r _- -�` _ i � .�I. NO. 94 IRRIGATION PLAN cHEET49 DF57 LEGEND SYMBOL MANWACTUPIER MODEL # DESCRIPTION GAL. PER. MIN.F N 0 RAD. P.S.1 O RAINBIRD T-12SAM-PC-T-22-13 12" POP-UP ROTOR - 1 .30 - 16-22 35 Q I T-12SAM-PC-T-22-65 1 1 1 1 = - 0.65 15-22 1 p 1812SAM-VPC-ISH PCS-175 12" POP-UP SPRAY - 1 .75 - 15 30 ® 1612SAM-VPC-15Q PCS-090 -L 1 1 .-L 0.90 15 0 1842SAM-VPC-ISSST PUS-125 12" POP-UP SPRAY = 1 .25 - 4x15 q 2 � 1812SAM-VPC-8H Q PCS-040 f I I I 0.90 6 �9 � 1B125AM-VPC-Bq PC5-040 1 1 D•4D B Q 330 LRC TWO PIECE, 3/4" QUICK COUPLING VALVE, W/LOCKING VINYL COVER. EFB-CP-PRS AUTOMATIC VALVE W/PRESSURE REGULATING FEATURE-SIZE NOTED- _ INSTALL "DO NOT DRINK" SIGN, HYDRO-SCAPE HS1-TMSS-ET-1-24R-PANT, STAINLESS STEEL CONTROLLER ASSEMBLY, COMPLETE N ITH SEE DETAIL SHEET 49 (TYPICAL) CALSENSE ET-1-24 R SERIES CONTROLLER W/EXTERIOR POLE MOUNTED ANTENNA. / N Q CALSENSE FM-1 .5 FLOW METER TEE-1Yz" SIZE. '� 1�, tT �_V:,✓^�/ GRISWOLD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 1Y-2" SIZE (SET C 75 P. .I. ) r7 IN fF t / / KING BROS. BTU SERIES BALL VALVE. (SAME SIZE AS AUTOMATIC VALVE. ) �2 VZ yn yq t /1�'0� Of, -7n1�.��� /t ' FEIBCO 1 8Z5 YAy REOUCEOV PflESSURENOACKFLOW PREVENTED, 2" SIZE. �1 9EW ELECTRICAL METER MYERrj Mf-VCS -MICX>af/TPA- SbE> 1 - _ - --- ._._.: I I✓ ��' gA I® - ® 2" TURBO DOMESTIC WATER METER (BY OTHERS) --67 = :f 9 �� O , / IYR CONTROLLER 8 VALVE SEQUENCE jig j VALVEXSIZE. M. j l— z Q -.1. _ ' y• i[�' �D MAINLINE PIPING-2" OR LAflGER-ALERTLINE CLASS 315 P.Y.C. , -UNDER 2" SIZE-ALERTLINE SCHEDULE 40 P.V.0 F-- ------ --- - LATERAL PIPING-ALERTLINE SCHEDULE 40 P.V.C. _ 62 _._.__. _.- — -__—_ --_— _ '�� EXISTING V SLEEVINGR UNDER N PAVINGOU E 40 P.Y.C. - 55=� �2T 1L � 'SNT �- A Iyj - - - "-- ---- _ - "-- `1� — E— NEW 3/4" ELECTRICAL CONDUIT FROM EXIST- ELECT METER TO NEW CONTROLLER. 0�. --- ------ 63 �k1 -�'- 1rJ ---.--_ --- ------- - - i :3 E - EXISTING IRRIGATION MAINLINE, _ - -- U S Cri EL z -- - - CA M I N 0 � w � r REAL - - �w — _ _ ! N o T E s - --- - 1 ALL PIPING AND EQUIPMENT SHALL MEET INOUSTRY STANDARDS FOR RECLAIMED WATER. PURPLE PIPE AND FITTINGS, VALVE BOX COVERS, 0. ,17 I QUICK COUPLING VALVE COVERS, SPRINKLER COVERS ETC. PRODUCT PLAN - E L A IVI I N 4 \ E SUBMITTALS WILL RE REQUIRED FOR ALL RECLAIMED WATER ITEMS. NOTE: TELEPHONE HOOK-UP TO THE IRRIGATION CONTROLLER IS TO BE PROVIDED BY --- ——" ---"---- INSTALLATION WILL BE IN ACCORDANCE WITH ALL GOVERNMENTAL PACIFIC BELL WHICH WILL BE A 2" CONDUIT FROM A PACIFIC BELL MANHOLE THAT ALL = ! _____ -_8C AGENCIES HAVING JURISDICTION OVER INSTALLATION OF IRRIGATION 9 WILL BE INSTALLED AT APPROXIMATELY STATION 6+00 ON WOODLEY ROAD WEST OF - - 411 SYSTEMS. THE BRIDGE TO THE IRRIGATION CONTROLLER AT THE CORNER OF WOODLEY ROAD WIRE LEGEND 2 RECLAIMED WATER IRRIGATION SYSTEM WILL BE INSTALLED INITIALL AND EL CAMINO REAL. START OF SERVICE WITH A PHONE NUMBER FLOW METER- 1 BLACK & 1 RED. ° '' NOTE: WHERE SLEEVES CROSS BENEATH PAVING, SHE CURB OR WALK USING POTABLE WATER. WHEN RECLAIMED WATER BECOMES AVAILABLE; MASTER VALVE- RED IRRIGATION SYSTEM WILL BE CONVERTED BY OTHERS AS REQUIRED. IS TO BE PROVIDED BY THE CITY OF ENCINITAS. SHALL BE CHISELED AT BOTH ENDS WITH A 2" SIZE LETTER 'W' TO CONTROL VALVES BLACK COMMON WIRE WHITE INDICATE WIRE SLEEVE AND 'P' TO INDICATE PIPE SLEEVE. 3 ALL VALVE WIRING TO. BE #14 OF DIRECT BURIAL. ALL WIRE SPLICE EXTRA WIRE ORANGE (TYPICAL ALL SLEEVE LOCATIONS). FE BE MALE INSIDE VALVE O WIRE RU WIRE SHALL H OF LESS THAN 2500 FEET SHALL BE SPLICED. NO WIRE RUN SHALL HAVE MORE THAN ONE EXTRA WIRE GREEN SPLICE WITH THE EXCEPTION OF THE COMMON WIRE. ! 4 KEEP FLOW METER WIRES SEPARATE .FIOMALL OTHER WIRES. FLOW METER 2 73 74 67 68 69 70 71 / OPERATES ON 9 VOLT DC AND WILL BE DAMAGED IF CONNECTED TO 24 VOLT AC. �Q ��. 5. INSTALL ONE EXTRA ORANGE WIRE AND ONE EXTRA GREEN WIRE CONTRACTOR TO MAKE CONNECTION TO NEW MEU& I-dA � �(l ll �Y RnA� INSTALL "DO NOT DRINK" SIGN FROM EACH MAINLINE SECTION END, BACK TO CONTROLLER. EXTRA ELECTRICAL METER TO PROVIDE 1 90 VOLT SEE DETAIL SHEET 49 (TYPICAL) WIRES SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL HAVE A POWER TO AUTOMATIC CONTROLLER ^A INSTALL 24" EXPANSION COIL AT END OF MAINLINE AND AT ALL REMOTE. {21611 - _W LY NEW 3/4 * CONDUIT FROM METER TO CONTROLLER AS CONTROL VALVE BOXES (INSIDE VALVE BOX) THEY PASS PROVIDE WIRES FROM AUTOMATIC CONTROLLER TO A 36" EXPANSION COIL INSIDE CONTROLLER ENCLOSURE. C, REQUIRED BY ALL LOCAL CDOES. MASTER VALVE & FLOW METER TO BE THE EXTRA WIRES SHALL BE LABELED AS 'EXTRA'1N THE ENCLOSURE. INSTALLED IN SEPARATE 3/4" CONDUITS . I C) lf;V l Vn / 4 =�4 I 4-1 - - 12 Y'2 ? �HT- way oF yok 13 _ -o' z l: AND SHEET 57 FOR SPECIFICATIONS f���� _ _ ,/ L NOTE: REFER TO SHEET 52 FOR IRRIGATION DETAILS li C) -�--ar- _ _ 4 _ � 1 NOTE: CONCRETE THRUST BLOCKS ARE TO BE INSTALLED I O -� ___�-_ ON MAINLINE AT ALL CHANGES IN DIRECTION _ - r 68 I iii LLJ ------?--- — 72 LLJ �3 Flandscctpe Architects — E� �— t_ _ ---- - CAMINO -- -- - - — �L �—____ -- ------- _ READ � w u�l�c® � _ /, � � �F — - _ — 14 6(i `y O A.1J 1C lY L� KENNETH A ANDREW A- .L A LANDSCAPE ARCHITECTURE / PLANNING ING 6 � , Morgan, Suite 114 Irvine, CA 92718 ' — — -- — — — — — OF rAU — (714) 588-3933 .. II POINT OF CONNECTION FAX (714) 455-270 MAKE CONNECTION TO 2" TURBO POTABLE WATER METER a WATER METER TO BE INSTALLED BY OTHERS• --- --.--- -. ---._... ___ ..---------- , County of San Diego Health Department INSTALL TYPE "K" COPPER PIPING FROM WATER METER DESIGNED BY. K.A. DATE: MAY 1995 L -J TO BACKFLOW PREVENTER, AND FROM BACKFLOW U L A T S DRAWN BY. M,1, L.P, SCALE. 1" = 40' 1 n PREVENTER TO INTAKE SIDE OF PRESSURE REDUCING/ �( PLAN — EL C A I(�/f VI I N O REAL - MASTER VALVE. COPPER PIPE TO BE 2" SIZE. C PrUIN/S PROJECT MGR. JOB NO.: 9 -793 �l INSTALL 1%211 FLOW METER ON DISCHARGE SIDE OF T — rYL Approval SCP.!_E. 40' - — PRESSURE REDUCING/MASTER VALVE IN P.V.C. MAIN- 7220 Avenida Encinos Civil Engineering LANDSCAPE ARCHITECT OF WORK: 40' LINE PIPING. STATIC WATER PRESSURE= 150 + P.S. I . Suite 204 Planning ,j 1" 40' SET PRESSURE C 75 P.S. Y . IRRIGATION SYSTEM Carlsbad, California 42009 Processing. Y�f (-3 �' �� REQUYRES APPROX . 43 G.P.M. MAX . Fax:619-431-8680 Surveying �w Date DATE: '3I'/�,�` �- ENNETH A ANDREW, A.S,L.A. REA 1460 CO DE ev DRnwN er _ cHECKEO eY APPROVALS CITY OF E N C I N i TA S ENGINEERING D PARTM'ENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE Es�=NCH MARK SCALE SPECIAL DISTRICT KAA M.: & LP k� OLIVENHAIN MUNICIPAL WATER DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP�ROVE�D il: ,' IMPROVEMENT PLANS FOR TM 94-066 DESCRIPTION: TOP OF BRASS DISK IN WELL FzECLAMW WATER SYSTEM APPROVAL / / MAY 1995 - - -- - ---- - -- - MONUMENT. E 39 J HORIZONTAL 1° =. 40, � '' `' �- ,�,�-' ' B�IC16�99TA � F2ANC9-� 7 I DATE: — BY: �.� BY: � I.��= � ��-v °"fk APPROVED BY LOCATION: �T9 b4+ 4 FL CAMiNO REAL B Y E ENGINEERING 0�PORA_IR 1460 — s '. ( E L_ C A M I N O REAL) -- D. CO. VERT. CONTROL.PG.105 orRlcrs coNS1�r ENGINEEk t R.L.A. N0: — 1 .. s - fE — DATE: - --- RECORDED FROM: VERTICAL MONO___ ? j - u7� i `� 7 " KENNETH A. ANDREW, A.S.L.A. DATE SHEET 50 0 5�` EXP ) ice_ 9s Re:e: R T.M. NO. IRRI ATI�I� PLAN � JOB N0. � 94—Oo6 � - — — - - 74 75 76 77 78 7 " 0 8 1 82 83 SYMB®L F MODEL # DESCRIPTION GAL. PER. (NIN. RA " P;S.I.� H O NOTE: WHERE SLEEVES CROSS BENEATH PAVING, THE CURB OR WALK O RAINBIRD T-12SAM-PC-T-22-13 12" POP-UP- ROTOR - 1 .30 - 16-22 3S SHALL BE CHISELED AT BOTH ENDS WITH A 2" SIZE LETTER 'W' TO 01 T-12SAM PC-T-22-65 1 1 1 1 - - 0.65 16-22 . i ,n 1812SAM-VPC-15H PCS-175 12" POP-UP SPRAY - 1 .75 - IE 30 INDICATE WIRE SLEEVE AND 'P' TO INDICATE PIPE SLEEVE. m 1812SAM-VPC-15Q PCS-090 1 1 1 1 0.90 1 (TYPICAL ALL SLEEVE LOCATIONS). LEUCADIA BLVD. 0 1812SAM-VPC-ISSST PCS-125 12°• POP-UP SPRAY - 1 .25 - 4x IS O VnI - v 1812SAM-VPC-BH PCS-090 I � - 0.90 - V 1812SAM-VPC-8Q PCS-040 1 I - 0.411 Oi I OO 330 LRC TWO PIECE, 314" QUICK COUPLING VALVE, W/LOCKING VINYL COVE . INSTALL "DO NOT DRINK" SIGN EFB-CP-PRS AUTOMATIC VALVE W/PRESSURE REGULATING FEATURE-SIZE NOTF_O- SEE DETAIL SHEET 49 (TYPICAL) HYDRO-SCAPE HS1-TMSS-ET-1-24R-PANT, STAINLESS STEEL CONTROLLER ASSEMBLY, COMPLETE WITH CALSENSE ET-1-24 R SERIES CONTROLLER W/EXTERIOR POLE MOUNTED ANTENNA. CALSENSE FM-1 .5 FLOW METER TEE-1kt" SIZE. _ �IC. � I - (!✓✓�� I GRISWOLD 2230 COMBINATION PRESSURE REDUCING/MASTER VALVE, 113 " SIZE :(SET @ 75 P.S.I. ) KING BROS. BTU SERIES BALL VALVE. (SAME SIZE AS AUTOMATIC VALVE. ) U) ! �e I 1, INF>y VALVE, LINE SIZE. j > ® FEBCO 825 YA REDUCED PRESSURE BACKFLOW PREVENTED, 2" SIZE. 2�[ 4, I � PI�`l CO IaI EV✓ ELECTRICAL METER Ix YE¢-5 MEUC - M IOO w/`J1e- 2 "`�h1 ® ' ® 2"TURBO DOMESTIC WATER METER (BY OTHERS) , Ib Ib lV4 I I" vRTJ& 914 1 I., 1„ 1P4 ®` 'IYic I 114 ya I" I - p CONTROLLER 8 VALVE SEQUENCE C' j --- ---- --_ V. 9/4 9!d _ - _ ... � ` APPROX. G.P.M.VALVE SIZE. ' MAINLINE PIPING-2•• OR LARGER-ALERTLINE CLASS 315 P.V.C. ��_ - --_CAM �p_p\-I- ___.__ -__ .-___ -._-_ _L _L UNDER 2" SIZE-ALERTLINE SCHEDULE 40 P.V.0 ( I V _ - - -1 __ _ — - - PIPING-ALERTLINE SCHEDULE DE•TA-+L Cy SIJT I� I O (� [ !�� W EXISTING SLEEVING UNDER PAVING / I `\ L� I LL- E- E— NEW 3/4" ELECTRICAL CONDUIT FROM EXIST. ELECT METER TO NEW CONTROLLED. _ L _- ----._ -_-__ EXISTING IRRIGATION MAINLINE. 1_� - r � 9I- I I I S i2 ` 01 ALL PIPING AND EQUIPMENT SHALL MEET INDUSTRY STANDARDS FOR �J -6 ;y —� �I RECLAIMED .WATER. PURPLE PIPE AND FITTINGS, VALVE BOX COVERS --- C, QUICK COUPLING VALVE COVERS, SPRINKLER COVERS ETC. . PRODUCT �",,.,. SUBMITTALS WILL BE REQUIRED FOR ALL RECLAIMED WATER ITEMS. L.i I Tti �°X � hl�a C �J ! INSTALLATION WILL BE IN ACCORDANCE WITH ALL GOVERNMENTAL Q I HAVING JURISDICTION C- --_---- - -_-_- - -- - -- - - ---- -- --- ------ -- -_ _ _-___ __ ---___ - -- OV ER INSTA LLAT ION OF IRRIGATION COUNTY r- ---- ------ ___-_ A - -. -_.-- --.-. -- ._--- -_ -- __-- -_-- / 1 .. I RECLAIMS IRRIGATION LY CITY OF ENINITAS COUNTY OF SAN DIEGOJ GI EH WILL T BECOMES AVAILABLE; -___-_. CITY OF CARI�SBAD IRRIATON SYSTEMWILLBECONVERTEDBYOTHERS ASREQUIRED. ALL I FEET SHALL BE SPLICED. NO WIRE RUN SHALL HAVE MORE THAN ONE SPLICE WITH THE EXCEPTION OF THE COMMON WIRE. WIRE LEGEND W 4 KEEP FLOW METER WIRES SEPARATE FROMALL OTHER WIRES. FLOW METER FLOW METER- 1 BLACK 1 RED. MASTER VALVE- RED OPERATES ON 9 VOLT OC AND WILL BE DAMAGED IF CONNECTED TO 24 -S VOLT AC. CONTROL VALVES BLACK COMMON WIRE WHITE ����� Q 5. INSTALL ONE EXTRA ORANGE WIRE AND ONE EXTRA GREEN WIRE EXTRA WIRE ORANGE j FROM EACH MAINLINE SECTION END, BACK TO CONTROLLER. EXTRA EXTRA WIRE GREEN O ^ ' WIRES SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL HAVE A 1 �� Q 24" EXPANSION Cpl L AT END OF MAINLINE AND AT ALL REMOTE CONTROL VALVE BOXES (INSIDE VALVE BOX) THEY PASS. PROVIDE A 36" EXPANSION Col L INSIDE CONTROLLER ENCLOSURE. 'fie THE EXTRA WIRES SHALL BE LABELED AS 'EXTRA IN THE ENCLOSURE, --- � '�`� PRESSURE CALCULATION FOR VA _ PLAN EL GAMIN VALVE A 5 43 G.P.M. _ 0 REAL �. . 43 G.P.M.G .M THROUGH GH 2 TU RBO NAT -� ER MET � ER 1 SCALE: 1' = 40 — 8U '�'/� 2•, B .00 P.S. I . LOSS ---- ACKF V, LOW PREVENTED 12.50 - - 40' 9J¢" MASTER VALVE 3.00 MAINLINE PIPING 12.40 SCALE: Y' = 40' 1kz" AUTOMATIC VALVE 3.50 VARIOUS LATERAL LINE 5.70 MISC MAINLINE FITTINGS ETC. 4.00 MISC LATERAL FITTINGS ETC. 1 .00 TOTAL LOSS 44. 10 SPRINKLER REQUIRES 30.00 TOTAL REQUIRED 74. 10 EXISTING PRESSURE 150.00+ RESIDUAL - 75 .90+ 83 84 85 86 87 88 89 90 91 NOTE: ALL EXTRA WIRES SHALL RUN CONTINUOUS BACK TO CONTROLLER AND BE STUB-OUT 2"%" MAINLINE TOGETHER W i STUBBED UP INTO CONTROLLER ENCLOSURE WITH A 36" EXPANSION LOOP. WITH 4 BLACK WIRES , ONE WHITE THE EXTRA WIRES SHALL BE LABELED AS EXTRA WIRES IN THE ENCLOSURE. WIRE , ONE GREEN WIRE AND ONE QO ORANGE WIRE AT THIS POINT. I I Cwt IT - © - wAy --T ALLOW z° EXPANSION COIL AND NOTE: REFER TO SHEET 52 FOR IRRIGATION DETAILS t[' C`M'IC. L"> '� 2r2 ENCLOSE ALL IN RECTANGULAR AND SHEET 57 FOR SPECIFICATIONS Z l t VALVE BOX. Q 2k V12 2 p2 2 rn IeL IA >- �. 1 -_ _ - --------------------- 1V9 1,- - I' 1„ +/ ® __. -V. -Vq® VR 9N .94 1" �. I, I _ I$d II/4 ltl ---, � - -I °1/4' t% �i4•ur- J --_..._ - - - i" I/ va _ I V4 _ - _ - - - NOTE: CONCRETE THRUST BLOCKS ARE TO BE INSTALLED -�`— - - - - - - ON MAINLINE AT ALL CHANGES IN DIRECTION W _ - - INSTALL "DO NOT DRINK" SIGN SEE DETAIL SHEET 49 (TYPICAL) 4'h lUn �" INSTALL NEW MAINLINE 9 ° -O" !� EAST OF C OF STREET (TYPICAL) .ZY ® o ! O q^ 2 V2 0 yo I' I° III zVQ n ___ i C ® os -- - - - �' aG = v NHS Landscape Architects ® se 97 = __ _ as - ��= �1b 1,4 ' ^9a STUB-OUT z °' MAINLINE TOGETHER p C7 .. ___—..-, e- ---_- --- ----_. '+Irl yu ti.-- .-_...._ -_ - .. ..-. . _- � ES, O ITS /��� ! Y�'` A qy __ � WITH 4 BLACK WIRES, ONE WHITE 114 'I/4 I Iv4 196 l4 I/d I I" 1/q. 9/4 V/[ 9/d /`1'h' '° A Nq n �11_ L2.=^-._1R _ 4/4 �4 � i� t/c.� ' ., o o f ft �- I '� _ 1�t I 9 yu V4 97 9/d I" ''e�+�-, -. WIRE, ONE GREEN WIRE AND ONE i/�, mac' �'�. �� ' 914 4 00�, 8a m _ . — - C� --- -- flR 914 n 914 I" I" Il4 IVd P 4 lV4 I" «s -_ -- ------- . . O.— -:--�.c— .._-�.�— L-:--- __. - - -- ._ . _ .. - _- _r.._..._.-.. . ALLOWE2W' IEXPANSIONSCO I LNAND Y A �'w ,460 Studio F� .._.__ . ------- __...__.. . . _._._.__... :_... ._. -"'� - -.-- -- '-- - -- -- - - -.� ¢ P. 3 REAL 3C IUD I ENCLOSE ALL IN RECTANGULAR KENNETH A. ANDREW A.s.L.A. A 1 A2 INO 32112 VALVE BOX. 3 �.3�,9 � LANDSCAPE ARCHITECTURE � PLANNING g I° �, ►y� CAM -- s - 6 Morgan, Suite 114 E� -- Irvin , ---------- -- — _ �q ���" �vPi 92718 ----- -- - ---- -- - - --- — -- - - - - (714) 588-3933 ti r NOTE: INSURE THAT THE SPACING OF SPRINKLERS DOES NOT EXCEED THE WIDTH FAX (71 4) 455-2704 County of San Diego Z OF THE PLANTING AREA. IF THE WIDTH OF THE PLANTING AREA IN THE _-D w Health Department MEDIAN IS 14', THE SPACING BETWEEN SPRINKLERS MUST NOT EXCEED 14'. LID C) - DESIGNED BY K A. DATE: MAY 1 95 W PLAN - E L 0 A M I N 0 REAL DRAWN BY M.T. Lk SCALE = 40' z z Q Approval f- °IZ _ PROJECT MGR. JOB N0, 94-193 Q SCALE: i" = 40' �� g0 C ❑ N S U L T 7AT S 7220 Avenida Encinas Civil Engineering Suite 204 Planning Date P 4o Carlsbad, California 92009 Processing 9 LANDSCAPE ARCHITECT OF WORK W SCALE 4C 619-931-7700 Surveying ^ W Fox:619-931-8680 j DATE: Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY CHECKED BY `KENNETH A. ANpREW, A.S. R A: 460 � KAA M.T. & LP KAA APPROVALS CITY OF E N C I N ITAS ENGINEERING EPARTMENT DRAWING N0. � OLIVENHAIN MUNICIPAL WATER DISTRICT DESCRIPTION: TOP 0E BRASS DISK IN WELL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED ARP ROVE @ IMPROVEMENT PLANS FOR: 12EGLAIMED WATER SYSTEM APPROVAL e MONUMENT. HORIZONTAL 1" = 40' DATE: MAY 1995 BY: p y� jg RANCH p� �j TM 94-06 APPROVED By BY .'OJ� Ji.?(� p I I V I R F @ I� f�E ! W F-I 3957- LOCATION: STA. 64+24 EL CAMINO REAL O _—_ B LE ENGINEERiN 0 TION i RECORDED FROM S.D. CO. VERT. CONTROLPG 105 srRicr coNSU N NEED � R.L.A. NO: 1460 VERTICAL NONE DATE: -° 5a 3 ( EL C AM1/1l1�➢ O REAL) 11A RN; ��1 t" t - 2 DATE l- 1 � --- ELEVATION: 12020 DATUM: M.S.L. RitE N .�°�trE°,`�DATF_����'3� KENNETH A. ANDREW, A.S.L.A. - J06 NO. / EXP: I.I --30-9530-95 I R�G-E R,L.E. _ T.M. NO. 94-066 IRRIGATION PLAN SHEET51 OF 57 - A/YORO-5ri,Cc COX/TRDL l E.P AS5EroB MODEL /✓O y5I-7'M65-E?=/.?sf RP9NT /� � Cq(SENSE ET/ Zrf R SER/ES L/ 1 I COA/r?OGLER /,v TURFMAN 7uP j� 2) MZ/V7EO DONTPOCCEP EfJI'LCSUR� 102 p MoUtf Mo P' IN LAWN AREAS R� 7� AiJ7-,&'" t 3" IN SHRUB AREAS s ? 2, I '� - REMOTE "PECf"^,ER z z A P F!-.'t °-� 4O A PRCTEC7E0 � - � I ^ABLE - 0 O ao I ® 8, / � 2 FEBCO MDOEL B25YA ':r_E' aUG sw-rcuEO E7 $ _ ,� �` - ODTJBLE cNEC'.r Bi1CKF000V F'<'ti-E"a rc rov�RnLCE,P O .� I smE of rE,oroovvC B�� -r Z iq s � O 107 0 0 ° O o 4 LEGEND ., - 1. WATERPROOF GOt•AIEGTORS 2. PVC VALVE BOX W/ LOCKING LID ??? - (GAR50N MODEL MW-I23P1 OR EQUAL).1UM&9 61 LEGEND HEAT BRAND VALVE NO. ON LID IN 740E -q"CDVCPETE 5148 - - �I I. ROUND PLASTIC VALVE BOX 4 COVER 2° HIGH CHARACTERS - - --� " CARSON 910-128) MARKEQ AS 3. PIG TAIL EXP. LOOP (MIN. 24'1 �- Ri i"� ✓� ' �, I- ONCRETF 2" TYP- 4 E" MIN. IRRIGATION GATE VALVE,'r A' =°� �� �V ON IJ4J ' 4. ELECTRIC CONTROL VALVE 7 2. FINISHED GRADE I' IN LANW AREAS 5. PVC STREET ELL �r)� 8 LEGEND LEGEND AND 3' IN SHRUB AREAS 6. PVG $GH 8m CLOSE NIPPLE L- 1. FINISH GRADE OF HARDSCAPE 1. FINISH GRADE 3. PVG BLOCKED TRUE UNION BALL VALVE 1. BRISK SUPPORTS N/ I CU. FT. MIN. E ✓ ER r7E f- r0 MAIN C/NE r� __ - _- --- J " I 2. GLEAN BAGKFILL SEE S, EGS FOR MATERIAL W! 2. CLEAN BAGKFILL - SEE SPECS. FOR MATER( W/ BTU SERIES N/ SLIP FITTINGS - LINE SIZE OF WASHED CRUSHED AGGREGATE _ � - ���� -� W% COMPACTION REQUIRED W% COMPACTION REQUIRED 4. PVC PtPE 8. PvG 5GI 8m NIPPLE giti/FS> "C W rvOU/TS A9g AITERAL NE SLEEVE 4 NON-PRE96URE LATERAL SUPPLY LINE LINE ND 8 L 5. BRICK SUPPORT (3) S. PRESSURE SUPPLY PIPE PRE U L U L �.>z ; 4 NON 6. 1 GU. FT. OF HASHED PEA GRAVEL 10, PVC 5GH 40 SxSxT TEE - "'s )' ' 5. CONTROL HIRE SLEEVE - 81ZED PER PLAN 5. PROVIDE 2' OF GLEAN BAGKFILL. 11, PVC SGH W UNION E "'��Gs r0 5E .nEC B.;.ass r N , I ,k: _ ;- i.- v. 6. PRESSURE MAIN LINE SLEEVE SIZED TWICE THE. 6. CONTROL WIRES - BUNDLE AND TAPE AT 15'0C. NOTES: 12, PVC SCH 40 MALE ADAPTOR DIAMETER OF THE MAIN LINE AND INSTALL BELOW FRE56UFRE SUPPLY LINE BALL VALVES TO BE MIN. 12" FROM STRUCTURES 13. LATERAL TO SPRINKLER INSTALL IN SHRUB BEDS NEXT TO WALKS, CURBS A, OR MOW STRIPS WHEN POSSIBLE NOTES: NOTE: CONCRETE THRUST BLOCKS ARE TO BE INSTALLED NOTES: It NOTES: II PLACE ONE VALVE PER BOX ONLY R.C.v TO BE MIN. I2" FROM STRUCTURES w -- PLACE AGGREGATE PRIOR TO INSTALLATION OF 80X Oi`�I MAINLINE AT ALL CHANGES IN DIRECTION .,,_ i -- IPIL CONTROL WIRE A7 ALL 9m DEGREE -- Dp(L ?. CONTROL WIRE AND PROVIDE THRUST INSTALL IN SHRUB BEDS NEXT TO NALKS WHEN CHANGES IN DIRECTION BLOCKS AT ALL 90 DEGREE CHANGES IN DIRECTION POSSIBLE AT RIGHT ANGLE TO HARDSGAPE 5PLIGING OF WIRE RUN PER SPECS. ONLY 5PLIGING OF HIRE RUN PER 5PEG6. ONLY -- PLACE ONE VALVE PER BOX ONLY -- 3,1 MIN. COVER FOR RECLAIMED WATER MAINLINE -- IS' MIN. COVER FOR RECLAIMED WATER MAINLINE -- PROVIDE CHRISTY I.D. TAG TO CONTROL WIRE .° . � 3G'�XPg4f5%O/✓ CO/LS RA571G 1141,vF 27'j WIT// 'rkv i d" EXTENS/D-a!S A,VO LOGR/NG' COGf,�? .2ME 'FA' OE<' EpUrAI- Q C'4L5EN9E FMLS fjf F /i IN LAWN AREAS _ �i FCOGV MFTEI� IN SHRUB AREAS ���= � - - lygTERP/PGY�F CON.t/fL7 I" ABOVE FINISH GRADE ' i J REDUCED D/�JMETER �' /'C'ONOUfT PVC` I �,? ;i�,. M x MA/,v.[iNE - : Z" GALV_ CAP � OoO 0 0 a -- - Q�Cf 4 TRC SIDEMOUNT ANTENNA SECURED WITH STAYY_ESS STEEL HARDWARE /o ca Fr z a 6PAVEL � O oo� 0io° O°�` 0 4 p l 2" GALV. SCH40 PIPE ! - 8 `pill PANT AS APPROVEL ` RG-58 COAXIAL CABLE INSIDE POLE •---� y 03 : I , _ LEGEND - 2 1. ELECTRIC METER - Box ' � FINISH GRADE LEGEND 2. GAR GRADE 1. FINISH LEGEND I. ELECTRICAL METER ENCLOSURE � � I I. 12' POP-UP SHRUB HEAD SON blm-12 PLASTIC VALVE BOX- HEAT ~ 2. FINISH GRADE (I" BELOW HEAD) BRAND 'QGV° IN 2" HIGH LETTERS ON LID v , /4'" COKJ[kT "LB" 3. 120/240 VOLT TYPE III-BF 51GNAL, LIGHTING " 3. STRUCTURE OR NARDSGAPE AND IRRIGATION SERVICE-- INCLUDES 20 AMP 3. NON-PRESSURE LATERAL LINE 4. QUICK COUPLING VALVE -- Landscape Architects METERED IRRIGATION CIRCUIT 3/4.. CONDUIT 4. PvG 5GH 40 "1 DEGREE STREET ELL 5. MARLEX 9m DEGREE STREET ELL 5. STAINLESS STEEL CLAMPS (3 RE Q.) 4. 3/4' CONDUIT TO IRRIG. CONTROLLER � 6. BRASS NIPPLE 12' LONG A 5. 2' CONDUIT N! BUSHINGS BOTH ENDS. 6. 5GH 50 NIPPLE (2 REQ.) G't 1. BRASS NIPPLE 6' LONG ND i o o 1. NON-PRE55URE LATERAL LINE FITTING 8. PVC PRESSURE SUPPLT LINE '� Cv (5ERVIGE CONDUCTORS BY 5DG4E) CONCRETE FOOTTIG F� n � �� y a . 8. MARLEX 90 DEGREE STREET ELL S, PRESSURE SUPPLY PIPE FITTING W y 43 1460 z ` 6. 2' X 3' CONCRETE FOOTING INSTALLED A MINIMUM g. ANTI-DRAIN VALVE TO BE FITTED ON ALL DOWN SLOPE 10. BRASS 90 DEGREE STREET ELL ( h OF 3" ABOVE GRADE e SLOPE TO DRAIN AT MIN, 2% /2" HEADS IF NOT REROFITTED IN HEAD IL PEA GRAVEL 6' DEEP N/ BRICK SUPPORTS � / /� KENNETH A. ANDRE A.E.L.A. -� 12. BRASS 90 DEGREE ELL n 1. FINISH GRADE ANTENNA ANTENNA. POLE. AND CABLE ARE INCLUDED N HSt-TMSS ETt-12 RPANT ENCLOSURE UNIT NOTES: p %- / LANDSCAPE ARCHrTECTURE / PLANNING V) NOTES: LOCATE HEADS 6' FROM NALK5, CURBS, HARDSGAPE 13, BRASS W DEGREE STREET ELL /'f.� / 1rs Ty A� a�1 _Irk - i AND MOW STRIPS 14. 04 REBAR 5TAKE (24" LONG) 6 Morgan, Suite 1 14 t INSTALL PEDESTAL PER MFG- REG. t CITY CODE _-___ 1= T rz ^ t � LOCATE HEADS 6' FROM ALL 5TRUGTURES NOTES: qj R� Irvine, CA 92718 RADIUS EDGES OF CONCRETE PAD N 1 � P ' ��{ �� � �Y i`+ - r� USE TEFLON TAPE ON ALL PVC TO PVC THIREEADS Q.C.V.TO BE MIN. 124 FROM STRUCTUSES INSTALL IN SHRUB BEDS NEXT TO WALKS (714) 588-39 3 OR MOl 1 5TRIPS WHEN P0551BLE FAX (714) 455-2704 �I EL E C 7 , �=E :' . 4 N 7 E I V N 4 F C F ° l� �= C c�c Lj =l . County of San Diego DESIGNED BY: K.A. DATE: MAY 1995 ' Health Department �52 L - �J< ® DRAWN BY. M.T. LP. SCALE: AS SHOW°4 PROJECT MGR.: JOB NO.: 94-793_ c Approval C ® N S U L T A T S L 7220 Avenida Encinas Civil Engineering LANDSCAPE ARCHITECT OF WORK: Suite 204 Planning CT: Carlsbad, California 92009 Processing 619-931-7700 Surveying Date Fox:619-931-8680 % l ; ,� ./% DA KENNETH A ANDREW, A.S.L.A. R • 1465T- APPROVED L' DESIGNED eY DRAWN L CHECKED BY APPROVALS CITY I N ITA ENGINEERING DEPARTMENT DRAWING NO. G REVISIONS DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT KAA ti+T & LP. KAA OLIVENHAIN MUNICIPAL WATER DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED, IMPROVEMENT PLANS FOR: TM 94-066 DESCRIPTION: TOP OF BRASS DISK IN WELL _ 1 �EGLPIM WATER SYSTEM APPROVAL � � MONUMENT. � MAY 1995 � � BY. �� �1 ` EP�ICII �° � I 39 7- I HORIZONTAL AS SHOWN /'i DATE: BY'. � F�.��-�- -` 5 AP-ROVED BY LOCATION: YLE ENGINEERIN c ORATION I / �w ®�g �° p tSTRICTS CONS, [)J 7 f R.L.A. NO: 1460 fir/ ,. $,, �� �dAB�S'Itl� RCo�°m� RECORDED FROM-S•D. CO. VERT. CONTROLPG.105 � -Lam!°�f9`� 2 �T/ ���f�17�� DATE: ` " F DATE: ( � - VERTICAL NONE �ff ;`� i KENNETH A. ANDREW, A.S.LA ELEVATION: 120.20 DATUM: M.S.L. CE .��� DAT � � JOB NO EXP: L1-30-95 R.0 -.- R.C.E. T.M. N0. 94-066 IR����TI®I� DETAILS SHEET 52 OF �7 �� l.. , a 5 46 47 48 49 50 51 PLANT LIST SYMBOL BOTANICAL ® COMMON NAME QUANT. SIZE REMARKS TREES s ES ERYTHRINA SYKESII / Sykes Coral Tree CMUL'r1-TRUNV-) 4 36" box No stake C PR PLATANUS RACEMOSA / California Sycamore 32 3611 box Double stake L, PH PODOCARPUS HENKELII / Long-leafed Yellow-wood 5 36" box Double stake -7 � L1 L SHRUBS Li SHRUBS I w NOTE: PROVIDE A MOISTURE BARRIER CONTINUOUS 1 > ALONG BACK SIDE OF SIDEWALK. G j U) CG CEANOTHUS G.H. YANKEE POINT / Yankee Point Cea. 41 5 gal At 5 ' O.C. D w O }ZIE# {� G -V✓d�y NO NERIUM OLEANDER Oleander 22 5 gal At 5 ' O. C. F- D tY C rYS�c L� f2_1 bNT= Cf 17) c HEMEROCALLIS HYBRID / `SuN9iAL-' Yellow Daylily 360 1 gal At 30" O.C. = Q ROSMARINUS OFF. HUNT. BLUE / Hunt. Blue Rosemary 415 1 gal At 24" O. C. ? TULBAGHIA VIOLACEA Society Garlic 0 1 1 At 30110. C. / t 36 gal 0` GROUND COVERS I-- J NOTE: REMOVE EXISTING ASPHALT F�M BETWEEN EXISTING CURBS TO ALLOW FOR O POURING THE STAMPED CONCRETE (TYPICAL) APTENIA CORDIFOLIA / 'Red Apple' rooted -- Flats Tri°space Q ® cuttings from flats at 10" oc. - r 50 STAMPED CONCRETE "GARDEN STONE" BOMACRON . � a ; ". -_ _ _ as manufactured by B minite (no subtit tions) + f , may - -- 46 [[ ?, q _ Color: L.M. Scofield A-645 C_ ' P'L'4�N TAro ' LCA Nil I N LD R EA L �� Release Agent: L.M. Scofield A-21 °oeeP c Vw.p-c >^L_' I W 3 S NOTE: PLANT COUNTS ARE FOR CONTRACTOR CONVENIENCE ONLY AND MUST BE VERIFIED. L7 I I Li QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. 1- > 0 <1 Z Q 5 - Q NOTE: THE LANDSCAPE CONTRACTOR SHALL LOCATE SHRUBS A MINIMUM OF 21 " FROM HARDSCAPE AND IN LOCATIONS WHICH WILL NOT CONFLICT WITH THE IRRIGATION HEADS AND COVERAGE. PLAN EL C A I N 0 IP E A L NOTE: REFER TO SHEET 56 FOR PLANTING AND STAMPED 4,,, as NOTE: AFTER PLANTING AND FINISH GRADING, ALL AREAS SHALL CONCRETE PAVING DETAILS. 4,; — -- -- RECEIVE A 2" LAYER OF MULCH. AL 1' 'C REFER TO SHEET 52 FOR IRRIGATION DETAILS STAMPED CONCRETE: REFER TO NOTES ON THIS SHEET AND THIS SHEET IS ACCURATE FOR PLANTING ONLY. REFER TO CIVIL ENGINEER'S PLANS FOR MEDIAN CONSTRUCTION STAMPED PAVING DETAIL F, SHEET 56. INFORMATION. 51 52 57 5 55 56 57 5 0 PLANT SIZING NOTE: REMOVE EXISTING ASPHALT & SUB BASE AS SPECIFIED TO ALLOW FOR TOP SOIL IN NOTE: INSTALL SHRUBS AT THE INTERSECTION OF GROUND COVERS TO PROVIDE PLANTING AREAS. REMOVE ASPHALT & SUFFICIENT SUB BASE IN STAMPED AREAS PLANT SYMBOL FOR A NATURAL SEPARATION. (TYPICAL). TO ALLOW FOR SPECIFIED STAMPED CONCRETE (TYPICAL) ONE GALLON 5� C NOTE: PROVIDE A MOISTURE BARRIER CONTINUOUS QUANTITY REQUIRED ALONG BACK OF SIDEWALK f FIVE GALLON III W O / C �1G�L� �" FIFTEEN GALLON - °-- I + Q � I Z BOX SIZE AS NOTED _ _ nnqt)/27 7r_,9­77 rl - - fj I, I, L W It �-�-��i�-- ;=.G2.� 3=G7 � �-GZ � "mil L I L�J SHINNIED II I '1YFI�1. �i I I V) ��pNOSCAPF� Lan.dscQTe Architects O 5� 53 54 56 58�I f-J� 19L..S�t•J1� ',.... `�5_9 0 ?�v\ O A yWdp®J ���1- = 1 1460 _ Z + I s� ,,. KENNETH A. ANDREW IAN41 G j _ e 1, 3G L L _¢ �?Xjl L 7'p" U NOTE: PROVIDE A HEIGHT TRANSITION OF PLANT MATERIALS AT THE ENDS OF r--) �\ 3/ 95 / 3 LANDSCAPE ARCHITECTURE / PLAN ING � �, MIJ it ' -�' �� 1 7t PLANTING AREAS W THE MEDIANS BY HOLDING SHRUBS FROM ENDS -i o°<' IJIOGQ®Ih Suits 114 z �' w C �>� I-I�r tE ��c�� ryQl�� OF GROUND COVER AREAS APPROXIMATELY 3'. �9T� �(��� Irvine, CA 92716 O �� z mT n} z \9F C,a t� I - ---- ---- --_ -__ I =� (714) 566®3933 _ -- — -- -- --a' FAX (714) 455-2704 U I— - - --- -- -- - ---- - - - ---- - --- - - - - -- - -- --- - --- - - -- --- - - — - - -- - - - - —— - - -- - - -- -- - - - - ----- - - - - -- — - -- %- O — F Q NOTE: PROVIDE A MOISTURE BARRIER CONTINUOUS ALONG INSIDE OF PLANTING AREA h r--V4 WITHIN THE MEDIAN. Q DESIGNED BY: K..A. DATE MAY 995 W �� �M Z DRAWN BY: M.T._LP SCALE: 1" 40' PLAN - EL _C A II N O_ REAL C N S U L T A T S - PROJECT MGR N0 94-793 Cr SCALE 1" 40' 0f'i 80' N U) 7220 Avenida Civil n ineerin 9 Suite Planning �C , LANDSCAPE ARCHITECT 6F WORK. _ Carlsbad, California 92009 Processing LL-1 SCALE 1" = 40' 619-931-7700 Surveying /q/ I LW L Fox:619-931-8680 // - /!' DATE: �• z KENNETH A. ANDREW, A.S.LA. RLA 1460 C ' c� - DESIGNED BY DRAWN BY CHECKED BY T REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK _ SCALE SPECIAL DISTRICT KAH Mr- & LP. — Kv APPROVALS _ CITY O E E PSI C I N I TAS ENGINEERfNG DEPARTMENT DRAWING 0._ w � DESCRIPTION: TOP OF BRASS DISK IN WELL OLIVENHAIN MUNICIPAL WATER DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE IMPROVEMENT PANS FOR MONUMENT. P6�Cf'0f-!"EFY WATER SYSTEM APPROVAL TM 94-0 6 HORIZONTAL 1' = 40' DATE: MAY 1995 BY: " N I�,., , . LOCATION STA 64+24 EL CAMINO REAL APPROVED BY i — BY: '� d '� �' E 6�I C I f�9 6 T,� S RANCH 3957- 1 B lE ENGMEERIN O 0q!ATION y�/.{/y TRIGTS CONSU IN GfNEFR �/ 1 460 - R.L.A. N0: RECORDED FROM S.D. CO. VERT. CONTROL.PG.105 VERTICAL NONE ns�(_ DATE DATE- L ( E L C A Mi N O REAL) _- <f `� � KENNETH A. ANDREW, A.S.L.A. ELEVATION: 120.20 DATUM: M.S.L. I?CE N ba DATE �?�49_JOB N0. EXP: 1I-30-95 �, _ E T.M. NO. 94--066 PLANTING PLAN SHEET 53 OF 5 7 _ a F 60 61 62 63 64 65 66 67 PLANT LIST SYMBOL BOTANICAL , COMMON NAME - -- QUAINT. SIZE "REMARKS I TREES NOTE: PROVIDE A MOISTURE BARRIER CONTINUOUS O ALONG BACK OF SIDEWALK ES ERYTHRINA SYKESII / Sykes Coral Tree (Mucrl- TRVNk) - 36" box No stake C7 1 C2 PR PLATANUS RACEMOSA / California Sycamore 26 36" box Double stake 0 - 1 PH PODOCARPUS HENKELII / Long-leafed Yellow-wood -- 36" box Double stake O _ w F (O SHRUBS ' O CG CEANOTHUS G. H. YANKEE POINT / Yankee Point Cea. -- 5 gal At 5 ' O. C. Z - - -- F- �J NO NERIUM OLEANDER / 'CASASLANGA' Oleander 5 gal At 5 ' O. C. LLJ - -- -- - �'� Q W HEMEROCALLIS HYBRID / 5urroiP ' Yellow Daylily -- 1 gal At 30" O.C. W — - - - -- - — --- _ --- - S W _- --- 62 _ - - -- -- ROSMARINUS OFF. HUNT. BLUE / Hunt. Blue Rosemary -- 1 gal At 24" O. C. w --� TULBAGHIA VIOLACEA Society Garlic 1 gal At 30" O.C. 1J _j W (� :L EL - ---- Q - - -- CAMINO - - �66 -- GROUND COVERS - -- - - _ _ -- --- - - - - ------- — - - APTEN IA CO R LIA 'Red Apple ' ro oted ot e d Fla t s T ri s p ce cuttings from flats at 10 oc R EA -- _ as manufactured b Bominite o subt�tution __.__, _ - ---_ -- --- J STAMPED CONCRETE "GARDEN STONE" BOMACRON Y (n s) _ - - - Color: L.M. Scofield A-51�1 I FT-6^N TPA 4' - - - j Release Agent: L.M. Scofield A-2) 'DF' cH � onL' 1 NOTE: PLANT COUNTS ARE FOR CONTRACTOR CONVENIENCE ONLY AND MUST BE VERIFIED. --- QUANTITIES SHOWN ARE FOR THIS SHEET ONLY. -- j NOTE: AFTER PLANTING AND FINISH GRADING, ALL AREAS SHALL PLAN - EL CAMINO REAL -- --- — NOTE: THE LANDSCAPE CONTRACTOR SHALL LOCATE SHRUBS A RECEIVE A 2" LAYER OF MULCH. _CAI-E = a0 c.� - _-_ G' MINIMUM OF 21 " FROM HARDSCAPE AND IN LOCATIONS -- - G WHICH WILL NOT CONFLICT WITH THE IRRIGATION HEADS GALE 1 40 AND COVERAGE. NOTE: REFER TO SHEET 56 FOR PLANTING AND STAMPED CONCRETE PAVING DETAILS. 67 68 69 70 71 72 73 74 REFER TO SHEET 52 FOR IRRIGATION DETAILS THIS SHEET IS ACCURATE FOR PLANTING ONLY. REFER TO WOODLEY ROAD CIVIL ENGINEER'S PLANS FOR MEDIAN CONSTRUCTION INFORMATION. I ' I I r PLANT SIZING PLANT SYMBOL i WAY ' } - 1 - QUANTITY REQUIRED_ ��� GoN GALLON 4 ' __-- 2�✓-1 � FIVE GALLON o, _ _ -� d T -� ° Oy_ __� a _a p� FIFTEEN GALLON "_j J fie I - + - - - BOX SIZE AS NOTED :DF rr 70 – - ILL 1 -+--- 72 Lai dsc¢pe Architects r--- -.- CAMINO CIO REAL t�} �� �- �/p 7 /� NO- 146('! z r , IG J[L &� S� ----- ---- [ II - II LAND _ IN( � KENNETH A ANDREW A. r A. - _ 5 APE ARCHITECTURE ECT PLANNING 95 C 1RE � P � � - - g SC HIT ` l N ; - - - - �� �P�� Morgan, Suite 1 14 Irvine, CA 92718 - - -+ (714) 588-3933 Q M FAX (714) 455-2704 O WNED P'r: K.A. DATE: MAY 1995 _ li ' <AWN 8Y M.T. L.P. SCALE i" = 40' PLAN - EL CAMINO _REAL _ FG�.LECT MCA JOB NO 94-793 -- C ❑ N S 11 L T F T S 7220 Avenida Encinas Civil Engineering .ANDSCAPE ARCHITECT OF WORK: 4C Suite 204 Planning � z 4G Carlsbad, California 92009 Processing iyl 619-931-7700 Surveying L.1J y, Fox:619-931-6660 DATE: Z z 4-NNE TH A. ANDREW, A.SI A. RLA: 146C c� DESIGNED BY DRAWN Bl 2HECKE6 BY � - REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK. � ALE SPECIAL. DISTnICT - Kaa M.T. &�P — KAA APPROVALS CITY O F E ICI C I N ITA � ENGINEERING GE TMEN? DRAWING N0 LLJ OLIN ENHAIN MUNI(,lPAL WATER DISTRICT El; ) rl t C,v IMPROVEMENT PLANS FOR. --- -- -- --- - ---- - DESCRIPTION: TOP OF BRASS DISK IN WELL PLANS PREPARED UNDER SI_IPERVISION OF kt. . CM�/IENf)��_ AFER � � ED TM 94-066 RcGLPIr WATER S1 STEM APPROVAL DATE: MAY 99� gy �. Fj I — i S \ _ � Lis a. E N C I N I T A S R A N C H - -- - -- -- -- -- - - MONUMENT --- =--- - a v . _ - 57 I I" _ 4 HOR,ZCNTAL_ .- -- APPROVED BY -- - ---- LOCA.TI!>N: STA 64+24 E, CAMI"aU FAL E E cwceR;N u n nno i RECOPDED FROM CO, srRicrs coNSU VEER l � ✓ p RL A- NO 1460 - ] f� I . ) E L CAMINO REAL) - - S D. 0 .ER �ti KOL PG.105 - — DATE: - _ DATE: ' o r I 6ERTL.AE �� ' '� �._.. ����{ "�9�"�� KENNETH A. ANDREW A.S ;✓_A_ SHEET5Q. OE ,'�. 7 -- - - - - - ELEVATION: 12020 _DA.T, M: _MSL FACE N ,�= DATE!� L� JOB N0. EX L�30-95 _ RS €; _ Rt € T.M N0. 94-066 PLANTING PLAN 80 81 82 83 74, 75 78 77 � ® � L LIST SYMBOL BOTANICAL / COMMON NAME QUANT. SIZE REMARKS J LEUCADIA BLVD. TREES 6 3610 box No stake ES ERYTHRINA SYKESII / Sykes Coral Tree (µvl.Ti-T�NK} 34 3611 . box Double stake PR PLATANUS RACEMOSA / California Sycamore 6 36" box Double s take PH PODOCARPUS HENKELII / Long-leafed Yellow-wood l ! I k z SHRUBS .1 CG CEANOTHUS G.H. YANKEE POINT / Yankee Point Cea. 64 5 gal At 5' O.C. W W I 71 i / �!.?5A8LAlJaA1 Oleander 29 5 gal At 5 ' O.C. z NO NERZUM OLEANDER t HEMEROCALLIS HYBRID / '�tJP1 Yellow Daylily 552 l gal At 30'1 C .C. ROSMARINUS OFF. HUNT.BLUE / Hunt. Blue Rosemary 665 1 gal At 24" O.C. W 576 1 gal At 3011 O.C. • _ (•� + 1 �. � _ _ TULBAGHIA VIOLACEA J Society Garlic O GROUND COVERS CD r Flats Tr1- p - --- — - --- ---- --- ----- --- ----- _--- --- --- ----- - --- ---- --- ---- APTEN ORDIFOLIA / 'Red Apple' rooted Tj F1 s a e + � [� CAM � NI� DCAI Naar Zcuttings from flats at 10" oc. �- L hiIVI �� VV I \ Lf�L STAMPED CONCRETE "GARDEN STONE" BOMACRON 79 R" as manufactured by Bominite (no subtitution _ _ fl ,,-Y.::.2. rvr•.:-��-.,>.c..z Color: L.M. Scofield A-55 ' Fp""l -r^ L, Release Agent. L.M. Scofield A-2l ». - T— �, '°, - - --+— - -- — - ---+- - -- - -- -- - +- '_-- ONLY AN ST BE VERIFIED. z ��L' i�_or IG� s �� NOTE: PLANT COUNTS ARE FOR CONTRACTOR CONVENIENCE D MU 27 6 +, QUANTITIES SH067N ARE FOR THIS SHEET ONLY. r� _ NOTE THE LANDSCAPE CONTRACTOR SHALL LOCATE SHRUBS A COUNTY OF SAN DIEGO - ---------_ COUNTY OF SAN DIEGO CITY OF ENCINITAS -- - -- - � CITY OF C.ARLSf3AD � MINIMUM OF 11" FROM FEARDSCAPE AND IN LOCATIONS --- — -- - - -- - - - - - - - - -- — - - - - - ---- - - --- --- - ---- WHICH WILL NOT J CONFLICT WITH THE IRRIGATION HEADS - - -- - ---- -- - - — ---- AND COVERAGE. NOTE: REFER TO SHEET 56 FOR PLANTING AND STAMPED L1 CONCRETE PAVING DETAILS. Qi J i r— Q REFER TO SHEET 52 FOR IRRIGATION DETAILS <Z� Q THIS SHEET IS ACCURATE FOR PLANTING ONLY. REFER TO CIVIL ENGINEER'S PLANS FOR MEDIAN CONSTRUCTION t, INFORMATION. NOTE: AFTER PLANTING AND FINISH GRADING, ALL AREAS SHALL ry � o RECEIVE A 2" LAYER OF MULCH. PLAN — EL CAMINO i -_ E L �� acr NOTE: THE PLANT PALETTE HAS BEEN DERIVED FROM APPROVED cALe. i" ,01 — - / PLANS PREPARED BY THE CITY OF ENCiNITAS FOR THE EL SCALE: 1- = 40 CAMINO REAL MEDIANS (CREST DR. TO GARDEN VIEW RD.) DATED 6/13/94 AND FROM APPROVED PLANS FOR HOME DEPOT. STAMPED CONCRETE: REFER TO NOTES ON THIS SHEET AND STAMPED PAVING DETAIL F, SHEET 56. NOTE: REMOVE EXISTING ASPHALT & SUB BASE FROM BETWEEN NEW CURBS TO ALLOW PLANT SIZING FOR TOP SOIL IN NEW PLANTING AREAS. 5 � � 8 7 0 90 li 91 GCONE PLANT SYMBOL 8 3 8 4 GALLON QUANTITY REQUIRED �� �,� +i TTT NOTE- PROVIDE A MOISTURE BARRIER CONTINUOUS FIVE GALLON X12 No t { ALONG BACK OF SIDEWALK 21�1 _ ) _i5 / FIFTEEN GALLON - Ct'--t7BOX SIZE AS NOTED . _2___ 0 Q Q J • 1 --,NOTE: PROVIDE A MOISTURE BARRIER • - �s �_�[ W � CONTINUOUS ALONG INSIDE OF PLANTING AREA W WITHIN THE MEDIAN. I Zejl � a51 0 N S CAPE Landscape A2 chatects _25 aQ C� � f q � Z FFF 7 6Q � 1 IG {Y 03e 0. KENNETH A. ANDREW A.S.L.A. v \, 9�,.,. y / LANDSCAPE ARCHITECTURE / PLANNING V) -- _ READ �_ 6 Morgan, Suite 1 1 4 00 . �.��,r,� „�. ..,__.��_ ,. Irvine,. CA 92 18 <� TF H i CAIN0 _ QI ' —__'' — — -- 1 + �1 I (714} 588-39 3 - \ EL - - I _---_ _ � FAX 1 455- 04 l�U (7 4 _ o -- - G M* �IH P � �� G2I DESIGNED BY K A DATE: MAY 1995 W ��� c� P� � yl� \ ` NOTE: INSTALL SHRUBS AT THE INTERSECTION OF GROUND GONERS TO PROVIDE /1 ,y 1 FOR A NATURAL SEPARATION. (TYPICAL). c DRAWN BY: M.T. L.P. SCALE: 1 - 40'_ z Y ` 1 fl.L.. `fir' v — %. PROJECT MGR_ JOB N - 94-79-} z J + v — EL CAMINO REAL �1w C o ni s r A er � — PLANf 80, 7220 Avenida Enemas Civil Engineering I LANDSCAPE ARCHITECT Of WORK: W `;GALE: 1 = 40 -� uite 204 Planning W � '�- —® - Carlsbad, California Colifo 92009 Processing - W Q NOTE: PROVIDE A HEIGHT TRANSITION OF PLANT MATERIALS AT THE ENDS OF 4a 619-931-7700 Surveying / GA E: 5 3/'?✓� Z F=619-931-8680 -' PLANTING AREAS IN THE MEDIANS BY HOLDING SHRUBS FROM ENDS SCALE. 1' - 40' KENNETH A. ANDREW, A.S.L.A. R : OF GROUND COVER AREAS APPROXIMATELY 3'. DESIGNED BY DRAWN BY _ CHECKED BY APPROVALS B TY O F E N C I Iol I TAS ENGINEERING DEPARTMENT DRAWING NO I : : SCALE SPECIAL DISTRICT KAA MT- & L.P KAA r, IMPROVEMENT PLANS FOR: TM 4-066 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK RECOMMENDED q�rPROVD ,r, / �r n1.IVENHAIN MUNICIPAL WATER DISTRICT PLANS PREPARED UNDER SUPERVISION OF ( , DESCRIPTION: TOP OF BRASS DISK IN WELT Tts L IMECWATER SYSTEM APPROVAL MAY 1995 BY, � � — BY �� �� ` I I 3� ��,' l DATE. j MONUMENT HORIZONTAL 1" = 40 AP oven eY / / !tt��%" / 460 �t f ( E L CAMINO REAL) - __ _ LOCATION: _ STA. 64+24 EL CAMINO REAL YLE ENGINEER c P 1NEER `!H R.L.A. NO: DATE: �-z'"T�i DATE ' ' SHEET 55 OF 57 STRICTS CONS TI WEER d PLANTING PLAN I _ RECORDED FROM$ D CO VERT. CONTROL,PG.105 VERTICAL NONE r KENNETH A. ANDREW, A.S.L.A. F C E. __ T.M. NO. 94-066 ELEVATION: 1Z0 20 DATUM: MMS� JOB N0. EXP: 11-30-95 _ G - <_1 WIND St l I 2 E�B J®11�5 ?,A'(9.G.7°4ttatMUYTi _ 4 TOP OF CURB Z ----- - «-�- - NOTES: h Q Q G AR(JVND 7REf: 1. EXISTING A.C. PAVEMENT SHALL BE SAWCUT TO A MINIMUM Q DEPTH OF 1-1/2 INCHES OR 25% OF ITS THICKNESS, WHICHEVER jam- TREE LOCAT/®R/ _E!sENC t_EGEN� IS GREATER, EXCEPT LATERAL TRENCHES IN 2- LANE RESIDENTIAL `� v / LEGEND STREETS WHICH MAY BE JACK-HAMMERED IF APPROVED BY THE �� '° 54r-< OF CURB OR EDGE OF PAVING EEC TO FOR CEFRESSE� BA51N CiNCN TIES 712EE TIES (4 REQ.) ENGINEER. IN CASE OF AN EMERGENCY ENDANGERING PUBLIC _ FLAN` LOCATION ( SFACINCz PER LE!aEND ` '�' a BEDDED MULCH ,,°LL FZ.f t 1T °��t 2 _ LODCzEFOLE PINE TREE STAKE 101 SAFETY OR PROPERTY, SAWCUTTING IS NOT REQUIRED. �� �RCV DE '-ERTILiZER TAELETS PER SPECIF! _ATIONS E� K : EF "��( TIONS 3. BACKFILL "11X FER SPECIFICATIONS G L,_ PFR 5 E_IFI A a ( NCR AN RCOTEALL 4 4'' EERM FOR TEMPORARY WATERINCz 2. PRIOR TO PLACING CONCRETE, PAVING AND BASE EDGES FLArT T E� PER �PEC��FICATIONS Y 5 THICK SHREDL)ED MULCH AL_� PLAMI -f P8 s �y vvTES P ' �'ME ^ C PLANT FIT 2 TIMES WIDTH OF ROOTEALL SHALL BE TRIMMED TO NEAT HORIZONTAL AND VERTICAL LINES. A 2 5 . ! - H 0;= RO..TBALL - ALL 3R aNG CO/ERR ARE TO EE FLAN T ED AT 7VP OFCVR� ✓E S2:� T. NATIVE SOIL 3. UNLESS OTHERWISE SPECIFIED, CONCRETE TRENCH COVER EOi,AL R! ANGULAR SPAC:N<3 UNLESS CTHE-RL11SE Y g TRUNK CsUARD IN TURF AREAS SHALL BE A MINIMUM OF 5-1/2 INCHES THICK FOR ALLEYS, NOTED ON CLANS Ems' 9 PLANT TABS PER 5f ECIFICATIONS 7 INCHES FOR LOCAL THROUGH FOUR-LANE COLLECTOR UNTANGLE MATTED ROOTS Bi" LOOSENING ALL STREETS AND 9 INCHES THICK FOR ALL MAJOR OR GREATER ROOTS A' THE E"'GE OF THE fROOTEALL YN17H NOTES: STREET CLASSIFICATIONS. WATER FROM A HOSE DO NOT CRACK ROOTII - INSTALL TREE STAKES 12 FROM TRUNK P,:z G' 12--A.t.L. hl 'ra P-j-= 1' 2-1 f1IJ, 6"f-Ar, 4. ONLY ASPHALTIC TYPE CURING COMPOUND SHALL BE USED ON THE CONCRETE TRENCH COVER. PIGMENTATION IS NOT REQUIRED. I 5. A TACK COAT SHALL BE APPLIED TO THE EXISTING A. C. u e P a F L T ED 5 L , & T A< PAVEMENT AND CONCRETE TRENCH COVER PRIOR TO PLACING THE NEW A.C. � - �K� ` L ° � U L - � F✓ L - ��J 6. SUBGRADE PREPARATION SHALL BE DONE IN ACCORDANCE WITH F L 1=6 \� ' R� SECTION 301-1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 7. ANY STREET TRENCH 7 FEET IN WIDTH OR GREATER AND LONGER THAN 100 FEET IN OVERALL LENGTH SHALL BE RECONSTRUCTED WITH THE PAVEMENT SECTION FOR THE STREET CLASSIFICATION PER SCHEDULE 'J' (SDG-113). STREET TRENCH SECTIONS 7 FEET m IN WIDTH OR GREATER BUT LESS THAN 100 FEET IN OVERALL LENGTH SHALL BE RESURFACED TO A THICKNESS OF ONE INCH (1") GREATER THAN REQUIRED BY NOTE 3 ABOVE. 8. IN FOUR-LANE MAJOR OR GREATER STREETS, AN APPROVED SET ACCELERATING ADMIXTURE, SUCH AS CALCIUM CHLORIDE, SHALL BE USED IN THE CONCRETE. 8' YIN MIN s VARIES - 24 FT MAX ,• TNENCN mg111 r s ALD" Mlty. - TRSE Ta mil-q aw y � s✓I o�.FLEA,'� fLar+TtnIG -- • 4" TNIGia- WHF_Re WIOTZ-F of STAMPC--p GONtp�7� IS WiORF 1NAl�j 18: .,.,mss cC WEIEFR6 WIOT7-i OF yTAMP�T7 GoN�R- 7E 11''""' -- -a 4 •o o p •A c e B . 4 B TNonJ ci Ccvo _ To IS" VAR— G) ] STAMPED CONCRETE 3 i PATTERN: GARDEN STONE $ a g \ CURB r o0 o ap —� I — 1III 17 8 6 VARIES --- is a°MIN.COVER � � � \ , _ /�\�/ '/ � \�✓ 5 METED W/PE(IF P99) � 2 ///�/�// e REMOVE EXISTING SOL & REPLACE 5 MINIMUM CLEARANCE WITH CLASS 'A' TOP SOL O MOISTURE BARRIER ��- � �' �''� CONSTRUCTION NOTES PAVEMENT f=b1�"j Z Cwt-L�y./ AT��°'?=n'-?' �!N1� � p�F'F'� I� ( III O SUBGRADE O REMOVE ALL EXISTING PAVING AND BASE MATERIALS IN PLANTING AREAS. Landscape Architects 9. EXISTING A.C. PAVING B.SAND BACKFILL ], EXISTING PAVEMENT BASE T.IRRIBAnoN WIRE IN scN. so Doeao0lT COMP,4G'TEO 6145E M.4TE,P/AL STAMPED CONCRETE SEE �9 ��F FA^\ ].A.C. 4/A,15 r' COMPACTED BASE MATERIAL ` ' �� vY I.IRRIGATION MAIN IN SC". t0 PVC SLEEVE 3% DNA. SECTION ����.�� ������� DETAI4 F, THIS SHEET �� /�'� �' d.BASE /Z"CL ? S.SAWCUT EXISTING PAVEMENT `�� 'A- q �\ V) S. TYPE•E-SLURRY BACKFILL / 1-SCN d.2 G4NPU/r wILE °4w &.V'4AP 516 i.wfPezw GAB ® /�� /f' d O EXISTING ASPHALT ROADWAY �� n \\ jJ�Jdi® �A z TREES AND SHRUBS PER PLAN �L ri, . 1460 `L Studio VI/ 2 SHPEDt�o Mu c+ s: y `S 9„a m KENNETH A. ANDREW A.S.L.A. J 5 3/ I5 LANDSCAPE ARCHITECTURE / PLAN ING {`�) //\ TA 1"'I � � �_ � � o \ �,e 6 Morgan, Suite 114 z c1 �T9 ” F�\P Irvine, CA 92718 F OF �Fa I i F FAX71714 588-333 455-2704 o r_� DESIGNED BY K.A. DATE MAY 1995 LLJ DRAWN BY: M.T. L.P SCALE AS SHOWN ::�j PROJECT MGR. JOB NO.: 94-793 C 0 N S U L T APN T S 7220 Avenida Encina® Civil Engineering LANDSCAPE ARCHITECT OF WORK: � Z Suite 204 Planning Carlsbad. California 92009 Processing Lv 819-931-7700 Surveying Lj-J V-- 3/ 9S . Fox:819-931-8880 DATE. to = KENNETH A. ANDREW, A S.L.A. RLA: 1480 C- Q_ -- - — - DESIGNED BY DRAWN BY ___T- CHECKED BY I �- REVISIONS APPROVED DATE _ REFERENCES DATE _ BENCH MARK �_ SCALE _ SPECIAL DISTRICT KAA — MT & L.P.—�— KAa ----_ APPROVALS _ CITY_ O F _� I®I C I N I TAa ENGINEERING D PARTM'ENT DRAWING 0. w i r OLIVENHAiN MUNICIPAL WATER DISTRICT PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED ARFROV�Q IMPROVEMENT PLANS FOR: — DESCRIPTION: TOP OF BRASS DISK IN WELL (ZEGLAIMEOWATER SYSTEM APPROVAL I, v TM 94-0 6 — — - MONUMENT. HORIZONTAL AS SHOWN DATE: MAY 1995 BY: dl - BY b '�ryJvvtR� I I IT 3957-- 1 4PP OVEU BY LOCATION: STA. 64+24 EL CAMINO REAL e E ENGIN'EERwc P R TION ; D T CONSULT; EER R.L.A. NO 1460 - cr (EL CAMINC REAL -- -- RECORDED FROM S.D. CO. VERT. CONTROL.PG.105 T �f Z ER - — DATE I- `� DAfE � ' ' VERTICAL NONE_ � KENNETH A. ANDREW, A.S.LA. MEET J6 OF 7 — - -- — — ELEVATION: 120.20 DATUM: MS.L. J EXP: , I -30 95 __ °R � - - f E. T.M. NO. 94-066 PLANTING DETAILS o RO"E NO '-13 DATE) ? JOB NO. HIM SECTION •A` LANDSCAPE, fiARDSCAPE, AND DtRIGAT70N VA]PRROY tr+Re, hardscape and irrigation improvetticnrx shall be ffirrashrid and-installed as sffi"ca 212-1.5 Headers, Stakes and Ties. 212-3 ELECTRICAL MATERIALS 308"3 MQIMTRE 9ARRI R INSTALLAIIQN 306-5.5 Aummauc Controller System Installation. the plans and standard drawings and as specified in the Standard Specsficauci any reltumm specifications cad [teas Special Provisions. 212-L5.3 Tree Stakes. Stakes shall be round. 10 feet long, conically 212-3.1 General. All wiring and pull box details shall conform to drawing 308-3.1 Moisture Barner Installation. Moisture harrier membrane shad be Section ?08-5.5.t is hereby added to Section 308-5.5 of the Standard pointm at one end, mirumum 2-itch diameter. Stake material shall be details, these Specifications and as follows: installed in all median islands, completely surrounding the areas to be irrigated Specifications As follows: SE�YtON 2tXd - RIX'K MATERIALS Lad;epole pine, pressure treaded with wood preservative, and plwted. .Membrane shall extend a minimum of 30 inches below top of curb. (a) National Electrical Code i 4, i. t -"v r � ^-° - r-<v-11.w LV-, I. All control wire, including valve pilot wiies and commons" master - 200.1 ROCK PRODUCTS 212-1.5.4 Tree Ties. Tree vies shall be cotton webbing, rubber tire Amach membrane securely and continuously to the back of curb with a mastic valve wires and flow meter wires, shall be installed m PVC --%F-wa�..� Schedule 40 solvent weld conduit, sized According to plans, _ - casing or fabricated item approved by the Engines. Wire devices are tint (b) Local Cedes am Ordinances Adhesive. 8 P 200-1.3 Gravel. Pea gravel for irrigation valve boa drainage shall have 100 acceptable. percent Passing the 318-inch reeve and less than 5 percent passing the No.;dove. (c) Recommendations as Panted by the Respective Supplier Lengths of sheeting shall be joined by folder and cemented lap scams, completely 2. All conduct turns stall be accomplished using long sweep fittings 212-1.8 Moisture Barns waterproof. Furnish two samples of a completed seam to the Engineer for of the satire type u conduit- - SE=QN 201 - CONC.AETE MORTAR AND &ELATED MATERIAL (d) All wiring shall be continuous, soldered and encapsulated in x filled approval prior to scan of this work. Seams shall be minimum 4 Inches wide by 212-1.8.1 Moisture Barns. Moisture barrier shall be single width sheet Rainbird 'S � y 24 inches long. 3. Flow meter wires shall be installed in conduit separate any otter 201-1 L'L1RTI-AND MENT ON RETF B control valves.containers or 3M 'Scochlok' containen, at connections m PVC or PE membrane of 20 and thickness. remoet control valves. wrong. 308-4 PLANTING 309-5.6 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 Conducton. aggregate shall be used for all Portland Cement Concrete- }Og-.4.} layout and Plant Lixauan. Delete the first paragraph and replace ern 309-5.6.1 General. The tat of Subsection 308-5.6.1 of the Standard 212-2 IRRIGATION SYSTEM MATERIAL i 212-3 2.1 Conduct. The first Paragraph of Subsection 212-3 2l of the the following: Specuicauons is hereby deleted and replaced with the following: 201-1.1.'_ Concrete Specified by Class. Class 56D-E-3250 with 4"itch /}lty�.-{p -,V Standard Specifications Is hereby deleted and replaced with the following: maximum slump for stamped concrete. General. LI days submit for approval 5 copies of a 'The Contractor will layout all planting areas and stake locations of arm for the Flush Main Lines. Flushing of the lines will be done before quick 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 uvm std remote control valves are in place- .All open ends shall be piped ttemtporarly) to exhaust flushing water up and au of the 201-1.2 Materials required under this contract, together wash 5 copses of de prior t e literature on all items 308-4.5 Tree and Shrub Planting Delete the fount of Subsection listed. Commence no imgatsonl system conurucnon poor to receipt of Engineer's 212-3.2-2 Conductors, The second paragraph of Subsection 212-3.2.2 B Para6� reeler. No wets will be permitted to fall into the tivcti. Flushing 201-1.2.4 Admixtures. approval. of the Standard Specification is hereby deleted and replaced with the 308-4.5 of the Standard Specifications Arid replace its with the following: Procedure An it be in firs open die ports neatest the source, ;hen reed and following rove progressively toward the end of die [use with only one open pat (e) Color Hardener. Color hardener for stamped concrete shall be Shutoff valves Hose swivels All pianung holes shall be backfilled with Class A Amended Topsoil as described flushing u any arse time. Uthochrome drr shake colored hardener by L M. Scofield Company, Valve box, cap and sleeve Pipe fittings LOW VOLTAGE CONDUCTORS in Section 11'_1.1. Bonuri Co,00;AUan. CAvis Colors or equivalent. Color shall much L_ Valve operation wrenches Controller assembly 308-5.6- Pipeine Pressure Tern. The text of Subsection 30&5.6.2 of M. Scofield. Prior to start of stamped concrete work. Contractor shall Plastic pipe, primer. Remote control valve Pilot lines and common wiring connecting remote control valves to automatic Insert ptanting Tablets in the manner and of the number specified by the the Staneard Specifications is hermy deleted and replaced with the submit three color zampies io the Engineer for approval, togeths with and solvent `fire and connection controller shall be direct burial. U.F. type with approved 4/64 inch thick manufacturer in its pnnted inurucuons. following: three copies of the manufacturer's printed instructions, bulletins, and Baciflow prevention device Valve boxes & coven waterproof coating, 6W volt- 75 degrees centigrade, copper single strand wire, specifiauon s. :.. -' :� `-i - '�'= - - - i"._ Sprinkler heads and bodies Controller enclosures U.L. approved. 308-4.6 Ptanung, Slaking and Guying. Tree staking shall be as shown on the 1. Main Lines: Pressure tests on mats lines small be made alb lines Metal pipe (Nick coupling valves drawings. have bcen flushed and after controt valves and quick coupling 101-4 CONCRETE CURING COMPOUND Quick coupling valves Master valve 212-33 Controller Units. Automatic controller shall be make and model valves are rot in place- Close all control valves by hand. Pipes Identification Lags Flow meter specified m the plans. 3081.10 MULCH shall be cears loaded leaving all finings exposed. Contractor shall 201-4.1 General. Concrete curing compound shall be Type 1. 212-2.1 Pipe and Fittings. Plastic pipe used m supply side of control valves furnish force Dump and pnssstus gauges necessary to complete shall be PVC 2230. Schedule 40 solvent welded PL FIF-I-L-1�E t�:t-m = =12-4 FNCL OSIIR FC 1084 10.1 Installation. Following acceptance of plant material pressure tests- 201-4.1.1 Color Cunng Compound. Color curing compound for - --'- - ° A L. ii-'-T'�-ii jff, F4-s- '! f 'L=''�'1=' installation, apply even layer of mulch. two inches thick, over all alOs stamped concrete shall eQ Plc and manufacturer d¢tle Plastic pipe used on the discharge side of control valves shall be PVC 4� 212-4.2 Controller Enclosure shall be make and model specified on dhe plans. shown As planting arms on the plans. 2. Pipe All meal main Imes in the system shall be capped and color hardener.-p I-..M.5C.o�1gl-A for urn/:« and over, �/.L.. Ti.l ) pressure :cued at 125 psi for a period of one nour with not drop in SECTION 300 - EARTHWORK 308-5 IRRIGATION SYSTEM INSTALLATION pressure. All leaks found shall be corrected by turning the pipe in :he timings as nw auilung or epoxy tillers will be permitted. cT�-g-yyON 212 - LANDSCAPE AND IRRI ATION MA RIA c n 100-4 (,CLASSIFIED FILL 308-5.1 General. 3- Plastic Pepe: All plastic main lines int he system shall be carped All pipe starving stall be PVC 11..0, Schedule 10 solvent welded pipe. 212-I L.ANDSCAPE MATERIALS Swing joints shall be u detailed on the drawings. Pressure pipe risen and -100-4 1 General. Add the following: (a) Record Drawings. Show dimension location of ill buried pipe and valves, std pressure 'tested at 125 per for a pernod of one hour with no and conaot pall wires to valves and controllers. Take dimensions prior to drop in Pressure. All leaks found shall be corrected by removing (Amount 1 Toc ar Topsoil shall 5e Class A topsuel amended u (ollowa firings dull be PVC Schedule 80. backfillin trenches. All corrections on record drawcn s shall be done in red ink. the !caking pipe or fittings and installing new material in ptacte (amount per cubic yard): The rut shall be graded to the limit lines and elevations shown on the drawings B H �hermt and rttenrn with such allowances u rte be required for the constructsos of walks and she Dimensions must be taken from above-ground, permanent, architecttsral g, Risers and fittings for baktlow prevmnon dente stall be red brass, Y req _ off- ssis Improvements. Tolerance for in is 1/IOth of a foot, us a Do not take durcri from plants or trm of sprinkler heads. Record drawings 4 pans Class A topsoil weight. Pao`' rough grading plus 1 put Type 1 roll amendment minus, at drainage swales and paved area. shall be reviewed prior to all progress payment approvals. 4. cause a m t this weirk Work: The Contractor stall rid allow nor 2 pounds iron sulfate 212-2.1.3 Plastic Pipe and Filings. All plastic pipe shall he new cause env of thus wale to be coveted or rnclosW until it has been I pound 12-12-12 NPK commercul fertilize impact rigid polyvinyl chloride (PVC) 1220 or 1120 pipe extndrd from Finish grades shall slope to drain without ware pocket:or irregulanues and shall (b) Chains. On the Inside surface of the cover of the a stom=a.-cnasurolkr, the inspected. leered and approved by the Engnecr. Should any of Cmtnemr stall and mount a chart shown the valves and Nu work be enclosed or covered before such tnspmuoa and tell, 10 pleads agricultural gypsum 100 percent virgin materials.A it All pipe Q.D. siting shall be us e co pact to the Intent of all plans and sernons - after thorough settlement am Die B > the Contractor stall uncaver the work u his own expense and after conformwnce with AWWA iron pipe lazing ((.P.S.I. All pipe s � compaction of the soil. Finished grades stall meet all existing or established totals semviced by that particular controller. All valves dull m numbered m controls of stain concrete and curbs and shall be of uniform slope am match the operation schedule and the drawings. Only those area controlled by it has oven inspected. tested and approved- shall make all repaurs 212-1.2 Soils Fertilizing and Conditioning M,n..+a1. National Sanitation Foundation approved. stamped °Pe d with like matenais necessary w resume all his work and that of the between pointed of fined clevuconz or elevation consols from such point m that contoller shall be stnosvn. This chart shall be an mare sprinkler plot plan established tides- Tolerance for finish radio is V4-inch, plus or minus. including building, walks, roads, and walls. A photostatic print of this otter contractors to its original condition. 212-1.2.3 Comtnercia! Fertilizer Pipe shall fx homogenous throughout, fret from visible crack, Isles, B grading P Dn, Pan• blister. dents, wrinkles, die and heat marks, and foreign rtuteriila reduced a necessary and legible in all details, shall be made to a size the will 308-5.6.5 approval. Subsection 308-5.6.5 is hereby added to Secant Planting Tablets. Tightly compressed, long slow-ritiease fit into the controller cover. This print shall be approved by the Engineer and B B Y P B- B. 308 of the Standard Soccifiatsons as fnllnwc (erulizzr tablets wet 21 rams, with a tul acidify of not Continuously and permanently mark pipe with manufacturer's name or SFCIION 301 CONCRETE AND MASQNRY CONSTR LICTION stall be hermetically scaled in plastic. This stall then be secured to the insisffi Writim approval am a of the irtigatirsri system macs be o8eained [lot i P� tY of the cove in a manner approved by the Engineer. before foal payrtaeat is coavh� more than 5 percent by weight and having an analysis of 20-10-5, indemark, kind am size pipe, matcnal. :vnufa-tura's Id member, schedule, or Class and NSF seal of approval. 103-6 STAMPED CONCRETE 212-1.2.5 Mulch. Mulch shall be rYp'fss/�p >ay( ��Q (c) Miscellaneous Items to be Furnished by Contractor. Provide the following The physical specifications of the Society of Plastic Imusmn for each 303-6.1 General. Stamped concrete Pattern shall be u shown on the plans. tools u a part of this context: 308-6 MAINTENANCE AND PLANT )=S?'ABLI_SHM ENT type of pipe used shall be deemed and construed az a pan of this Color shall be determined by Agency or Engineer and shall be applied by Method 212-1.2.6 Add New Section 212-1.2.6 u follows: specihcauon. A of Subsection 30J-6.J.1 of the Standard Specifications. Only the concrete Two sets of keys for each automatic controller cabinet- a) The Pant establishment Period shall be 365 calersdar days, commercing upon writ[m _ approval of the inuallauon. work so indicated on the plans will receive color treatment. If any concrete work 212-1.2-6 Soil Conditioners- Pipe dating .:iall be dine in conjunction with records held by the not indicated for color treitmenr, any, curb and gutter, or any existing concrete Two sets of keys for lock on controller "closures. �) Pry ;naintaura:e work shall list of applying water (except initial waterdrlg of mtanuiacturcr tar two years, coveting quality cannot tests, raw material which is to remain in place ztwuld receive any color treatment, it stall be plants), witseding. anng for pliams, sweeping walks, tine pileup and performing all batch numbers and any other information required by the manufactures. removed and replaced b the Comacicr at the Contractor's etipease. One coupler for each six quick coupler valves; each coupler to be y general rye, ct nnui�.anee J_ ion Sulfate. Ferric sulfate or ferrous sulfate in pellet a equipped with 3/4-inch bronze hose bib bent-nose type with hamwheel- granular form, conu:mng rid less [tun l8.5 percent eon expressed AS metallic iron and stall be registered u an Solvent weld fittings stall be PVC manufacture, heavy wall and d the LPS Stamped concrete stall be placed, formed. and cured in conformance with the The ensue proiat shall be saasfrtonly masetained, commencing from the time that all agricultural mineral with the State Denanrent of solvent welded types, Schedule 40. Fittings containing threads shall be printed inmrtienonx, rpenficaccins. d tzMical bulletins issued by she Two loose keys for each three quick coupler valves installed under this :reins of sock have sera rottnQimd as specified in Ile (ongoing articles Of these Special Agriculture in compliance with Article _' 'Fertilizing Schedule 80. nunuiacturer of the rotor harde:ier and color wax curing system. The applicator contract Provrnaa am to tie ssusfacnon of the Engines. Materials,* Sauon 1030 of the Agricultural C�:dt. stall be an experienced stxc;ury subcontractor witoY specialty a limited m PP pipe sal effects rn cmce•.e. T-nc spmulty contracnnr cull prci a supervisor a Two special wrenches suitable for operating each type of shutoff valve Primer and solvent shall be of the type and make approve by the spec installed under this contract. Phe Co rsuactnr snail be rezponvble for detecting diseases am Pests a sours a their 212-1.4 Plants. manufacturer for use on is pipe. foreman of proven ability a1 '.east it= examples of hi uali iasullaLOnl p slily i P Bti9 h prescace u manifested. He shall take emlrleddate ninon to ideaufy, the diseaase and/or pest acceptable to the Engineer. Arid apply such remedies u are necessary to control the infestation. He shall r all Two tools for disassembly and assembly or adjus[meau of ecacti type rodents, tang �� nruassra imaediatdy upon discovery. 212-1.3.1 General. Add: 212-2.2 Valves am Valve Bores. equipment used in this installation requiring such spinal tools SECTION lltg - LANDSCAPE AND IRRIGATION [NSTAt CATION Varieties as shown on landscape plan. All quenelles shall be verified by 212-2.2.4 Remote control valves shall be nuke am mold zpecr fsed is the One valve box key for every riot lock-lid boxes used lo this Dunn the estabtisAment period, all plants and planned arras shall be kept well watered an actual count on the planting plan. Daps• 308-1 GENERAL and kept well weed-free at all times. Weeds shall be removed and disposed at off the ere 212-el specified Quick Coupling Valera and Assemblies shall be make end w �i • - _ - Plants shall have been grown •�n nurseries inspected by the Sate motet specified in the plans. All lawn and Landscape area disturbed by the replanted in part , x az a result of the manufacturer of eachgt in�nti� Included m thus contrx8: refer each m A�iY aP fertilizer on all pleased aneu u required to yen growth. The meat of Agriculture. 'Marenals' section a( the specifications and legend oo drawings. Win B work shall m prepared am reseeded and/or replanted in kind, czrxpr u ottiswise type equipment 212-2.2.7 Valve Boxes. designed in the pans. Erigcrnrr shall be notified u team two days before starting this opera". Tag one of each variety. Inspection am approval of plaints is rationed. Engineer may rePca mire la of plants represented b defective nas 308-2 EARTHWORK AND TOP SOIL P ACS EMENT One specified padlock for cacti controller enclosure, u approved by the In order to carry out the plant estabiishrtem work, the Contractor shall maintain a Y Pte- 1. Provide remfotced plastic box wnlh locking lid u specified in the Plots not approved are m be removed from site immediately am replaced plans. All valve boxes shall be loaned inside planter arcs_ City. sufficient numbs of men and adequate equipment to perform the wort herein specified with suitable plants- Specimen tam will be inspected u n Placements and compaction shall comply with Section 300-4.5 am 300-4.7. The fourth fr om the time tai planting is done until the end of the ect Maimemnce Period a will be in nursery., of Section 300-4.6 of the Standard Specifications is hereby delay aid Guarantees. A letter guarantee from each manufacturer shall be Y P B Ptol plane ignited on site of wort. mold specified Remote Mauer valve. Remote matter valve shall be make cad P�grADh Y until the fuel approval. to the ABBY gnataateem; materials tot a Period of one year . rttodel spmfied in plus, replaced with the following defects All trm of 24-inch box size or tugs shall be guaranteed for one year, The uuface of each layer of topical shall be sufficiently toughened aRs m material b Ise ki workmanship, ing�� longer are The Contractor may be relieved from plans maimumanct required in thew Special all trees of 15 gallon rust shall be g teed for v: rrnaxtnhs. Guuanee 212-2.3 Backt]ow Preventer Assembly shall be make and mold specified in eastste band to the sssccecding layer. from the Contractor's genial guarantee. Provisions when establishment and protect mainimance work have been satisfactorily period shall scan on the date the Consacmr is relieved of laodrapr plans. completed. mainenance rergorsubtlity. Relative compaction of not less than 80% nor greater than 85% shall be obtained 2 throe hout the placement. 308-5.2 Imgauon Pipeline Installation. 12-2.3 Sprinkler Equipment. Sprinkler heads shall be the make am model & to9sal P - Damage to planting areas shall be repaired immediately. specified in pans. Lan�lsc¢Pe Architects 308-5.2.6 Trench Backfsll in Roadways art Panting Areas Secum 309- 30&3 5.2.6 is hereby added to Section 308 of the Standard S - as fcl Rcpixement of plans. Ail plants that stow signs of failure to grow at any time during. follows: the life of the contract or those plants so injured or damaged az to rends them unwiuble Tire Standard Specifications ace hereby amended u follow': for the purpose intended shall be immeduteiv replaced in kind at the expense of the Cn I. All trenches for pipemei and electrical conduit under roadways Contractor- Studic F9,o"Ce Z Didete Section 309-3 Header Installation and insert in its Phase Seoarm -3 shall be backfilled with a Pordivaiii cement concrete