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HomeMy WebLinkAbout2200-12P.O.C.=POINT OF CONNECTION. CONTRACTOR SHALL I V1jIl�•r00?< DO67rz: I1�' Gll�'r I �'t I�" -I�`!sl IJtro P i- " " r I! IAR (� 0 1I RUN A 2-1/2 SUPPLY LINE FROM THE 2 DOMESTIC DISK G> SCI GL1f N� w� �"` II (p ICr tl VVI :�11 I N " ra I I.� � I�15, � rr m W 1 I �III.N r 1�WATER METER (TO BE INSTALLED BY OTHERS) TO THE 2 t .. ,,.... � ��° �" i ISI BACKFLOW PREVENTION DEVICE LOCATED IN THE SHRUB '- � -- �II PKI FLOW 3 AREA. FINAL LOCATION OF THE BACKFLOW PREVENTERS IS rill �' r I TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 4V_C.14�� >�U T �L'- I ILUi I \ / (� C/� �'.�� /�7 ; yam ! L � p THE SYSTEM REQUIRES 54 GPM MAX. @ 55 PSI MIN. Ir I"' I HGL = +/-88 PSI (HGL OBTAINED FROM PEGGY ASCHE, I' ��1,,SAN BERNARDINO CO. WATER DISTRICT ON 1/16/91) \Ey S�Grtco�l �I W I4rm n1 PRIOR TO INSTALLATION, CONTRACTOR SHALL VERIFY .:(,' � 10 It . I ►2„ STATIC PRESSURE IN THE FIELD. IF STATIC PRESSURE IS u I �,��� o. MORE THAN 20% OVER THE REQUIRED OPERATION \21V �■ a eta -a[ Iv� ,�` ! N 31 � ' th'1 .=-.—♦ F WORK _ :�ara-�a a_.�.. t: a a a_rs .� r.-a�-�--a•a a a i�. a.�a a-tt-a t!!� _ PRESSURE, CONTRACTOR SHALL INSTALL A WILKINS 600 y L 8[T,QF _ - - - rr , - „ n,r< a �a �.� a a to >.ra a 7i a .ra-rs t�� b " , , - ��,[ I -� , . _ . I,4■ l,� - I• - 314 �- Flo& A!� vii �I t �•• PRESSURE REGULATING VALVE SET VALVE A6��0 PSI. 31q rl _ _Its a=a s�>t} p, I 07611, , (AC.b,� `�`"d ��I'C� I '� it , Ir rr Il " II 11 ¢r - s� j _ t,. 2 • . �!1� I n.___ I _ (_ I � • �f ' � � �I�I r �-�—`�— 1 •'\'e.t"` • 1 1 x �- a ��I�r'` 4iIV" '�' I I , ' � � I � � I I ! • r ( r I I I I I I• � l _ i I I 1 r � c- `1211 ILII �tN wlr� GENERAL NOTES ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. (•5 Na?� �9� 2, ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED 7v /fit t�/rrr�. �S' � 1c/6� /9) 3 PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER l� I I '' . r PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL � r �- I I � ��� � ►.�-I`� � �N`I �I �Q I'14 ► �l� �L? � " I DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. rt`��t t - I iA�-N1�'NI � . `I�1 1� w x.12 I 1 • � � C•� � -'' � � I► tG l � I� I � `�T � M� ! C�j I� I I 81. �� (t�l�' I���.p• FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY OWNER'S AUTHORIZED • IS! q I�iP�I l•1 N LIP . I N • I I �' [IJI'l I��7 �''I V � � I REPRESENTATIVE. ��1�79+cr - ! 1 0.21 �1 'I UN ►'f riN I I� [S L. N [ 1� ( -F( uti 6�-•120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE \ \\7_7 I I we I I I I I�yZ. o r �T v ��� IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE WL �\ _ `� IG1" I I I I�. • 3 - 0, ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. rrT-�. " 1 For-( �v : x ih" u�' �I'la• 1' I '17 "�-1 1 I i I ,�� _-_ • 7, THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR v I l 1. � � � it � � � � [ � - � � , , _ �"1sI LSO OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL GO 1`�ri� I 1 w -- I 11c ( I I �' �� w �A OPTIMUM OPERATING PRESSURE l�. I I I --- - - ! �j��'' �L �p` L� '�� i t I 1 f1�� ��. I v L INCLUDE REGULATING THE PRESSURE AT EACH VALVE TO OBTAIN THE I �� '� �2i1 [ 11y1r .I I I I II 45 � � pM r�cel O� CU I FOR EACH SYSTEM. 5�� CI �- ! I I I , ►M P� N i�,I �-rr I ��� ►r ?,��r LA) ,' /' I I I I �1 ► S� c I c -IIL [ �,/ VVIiIC_ ' 1� �v'I��It�� I I I �I I I y l Y V V' I�V� p 1 I 1 • � / II I II 1114 � q Ulm y 1 I 3 I THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR �(C jki �.`�i.F� „ I • I ! i ( I I DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE DETAIL A ���lw12VU t�I, 11 I I I lul t �.• ; I CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. �j }(�'I�rf I Nn.' • 'I� ; IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE n _ ,�,� `�\ ply'' �r 314 Irl�'r 3K"�",I N I�21r ')n I►� 9. DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION ` - �� - If r r NL �„- p rf I�� � !�� CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE , ! ' ,�- F x - Ir/4 . I ! • I�� o u'Z I 1 V" HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND 20 I�" � II '' rl ` ` 2'f� I I '''�•' W l� IN LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING; ETC. (�j111 M u u �� `�1! I I � 1� � � . ! � � W I I� � • Y1tr-v t:_, I •i I / - I / n 11 I[ ox C �l- r� pp t I R'� •? �G' C Z ' Z�'��' ��.� W ! h /o, DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS � V �� �I I ll C IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA � � � • 0 $ I h. � � � c � Ll � . I' ��� I �'` 23 X1 ��LGI'1� „ i I"'`�' •� �' \ �•�3 ! I i(2"' �� DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH MSI N I.tIJ� ��I � - •.. , � � � I �M � 3!y" � I I � _ 2 OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED � O `► I I,�„ Il�n �� I��" �� \� � � � ,, I _-_ __ - _ rl ��' � Q ! � � REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION p � 1� IS � IT I� ,,jj ; �. _ _ h I M 4 M � r ✓L" �� r;;; M �7 �IS p[�iV S CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. h4q 5 � f� rr �" - _ rr lilt" '( / I TP �- rjo\022/ SY1520Nj i //, ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER r� - x _ xl�r ,-u_It— �s _ �- -- -'- .x -- = I'� - - a==e= as Uj� MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. � L �l ► , / U ,124 - _ - r,■, -- ?–�.�=.t �r.��■r: � IN �tr'�N 22 -� � - �� .. ,� �yll ,�,II , , �•� -- - -1° ui7 of woAK m �,�- - - - ��. � X I �' _ - - - -� - - �IN YAwN REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. . 1 n XT� _ — - _ I __ - -- r ADV ANTI -DRAIN VALVES UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY �p� N ¢ rL% I3•C'! . - w I�' ■ - - - - - - - _ �. -� - rC� �� �� �N� V� I AND MAY NOT BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY i - _ L Pi�C WITH THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24 OR MORE BETWEEN THE I- --- _ - ' fin I •' 3/V 3 " I 31�" 11�u x �` � �.� (� GD'�I j'�� I HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. a I 3 q �(y I �� ' /�{. THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE TO BE AS STATED ON THE SYSTEM 2 9 u ''v I DETAIL L 3 REQUIREMENTS. • /5 • SHOULD THE STATIC PRESSURE EXCEED 20% OF STATED PRESSURE, INSTALL A'WILKINS' 600 SERIES y' II ! �q PRESSURE REGULATING VALVE (IN A SEPARATE VALVE BOX) DIRECTLY DOWN STREAM OF THE 0 0v MAI 0 4 «' IPPIC �w' BACKFLOW PREVENTION DEVICE. SET THE REGULATING VALVE AT 10% HIGHER THAN THE STATED POINT OF CONNECTION (P.O.C) TO CITY WATER MAIN. CONTRACTOR �� /�� SYSTEM REQUIREMENTS. SHOULD THE STATIC PRESSURE BE LESS THAN THE STATED PRESSURE HALL RUN A 2-1/2" SUPPLY LINE FROM THE 2" DOMESTIC DISK CONTROLLER `X' LOCATION. CONTRACTOR NOTIFY THE ARCHITECT IMMEDIATELY. ATEh METER (TO BE INSTALLED BY OTHERS) TO THE 2" BACKFLOW TO INSTALLIRRITROL IBOC-6 BATTERY OPERATED REVENTION DEVICE TO BE LOCATED IN SHRUB AREA WITHIN LIMIT ENCLOSED IN A P-8 PEDESTAL. ' F WORK. THE SYSTEM REQUIRES 36 GALLONS GPM MAX. @ G, ALL STATED GALLONAGES IN VALVE CALL -OUTS ARE ROUNDED UP TO NEAREST GALLON. - 5 PSI MINIMUM {HGL = 88 PSI, FROM PEGGY ASCHE AT SAN BERNA- IRRI-TROL MFG., INC., VALENCIA, CA (805/257-2333).' IN�tLL,Ij�= G 5-1'lo N 2 [NO COUNTY WATER DISTRICT, 1/16/91). PRIOR TO INSTALLATION,. I'��I �rI� �� �IS•1-t I�� �S g �,,} �, t' 2 /7. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF NTRACTOR SHALL VERIFY STATIC PRESSURE IN FIELD; IF STATIC f'`JI IIS'' [ �a N� �'` V l I �' 0 - I CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION o � �M - RESSURE IS MORE THAN 20 /o ABOVE REQUIRED OPERATION IT I TPS 0 IN CO � r� X, `3`(!�m vjlr--� I v 4:;-D j'J' � - CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE ON THE SITE PRIOR TO THE START OF RESSURE, CONTRACTOR SHALL INSTALL A WILKENS 600 � LOC- � p Q iF � 449, ! N � 0N P ,11EARI. IRE REGUILATINQ VALVE SELAI 60 ESI,_ _ ,I l`I C - 13 INStALLATION. 16. ALL LOW VOLTAGE WIRE FROM CONTROLLER TO VALVES SHALL BE SOLID COPPER OF #14 DIRECT BURIAL TYPE. USE BLACK INSULATED WIRE FOR CONTROL AND WHITE FOR COMMON. INSTALL IN A COMMON TRENCH WITH PRESSURE MAINLINE PIPING WHERE POSSIBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT INTERVALS. PROVIDE A MINIMUM OF 24" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MIN. COVER OVER ALL NON -PRESSURE LATERAL LINE. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED IN PVC SCH. 40 N and W1 12' 1 ' -� , -��� ��' I SLEEVE WITH 36" MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER J -6 L ��� C -Z C `2 L li I (�'rI�`'" 1 ( DETAIL. W 20, ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHENEVER I p POSSIBLE AND WITHIN •1$" OF THE HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED IN TURF AREAS N0�7 -I- SHALL BE INSTALLED IN 8" DIA. GREEN PLASTIC VALVE BOX. • I� G �zo� . W DETAIL A I I•Ij� i W IFr–, 2l, ALL THREADED PIPE CONNECTIONS MADE TO SLIP -JOINT PVC PIPE SHALL BE MADE WITH A PVC w�• �» THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE'DURA' DEEP SOCKET � "/ ".rl• ��' _ e - - i'21f �►(IQ '• _a�_��� ._3L4`3/4-0-� - - � TYPE. lot. ,� . - - , , • I�' IT. �11MIT � mm o ma=�1 '� [ , 211 1 -- h 'I " n 3 ' I�Z• x 22. INSTALL ALL SPRAY HEADS WITH NOZZLES OF THE APPROPRIATE DEGREE OF RADIUS FOR THE AREA TO �� - - �ra tl�a-laa �t a -a _ �r f-1..t'�- . 3/4" , � „ - •is 1,r '- i' , BE COVERED ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WATER ON BUILDINGS AND HARDSCAPE. � � . -I� I n n n 1 • 11 ADJUST ALL VALVES FLOW.CONTROLS TO PROVIDE OPTIMUM PERFORMANCE, ., .. lil ?3 -CONTRACTOR SHALL RUN TWO EXTRA WIRES AT EACH CONTROLLER %i -- MOST DISTANT VALVE II%4 - -. a1. 11 � ` A ff J� SNA I \ (��' • -.r TO I I I i +/ • I I I I I I 1 'I I I 1 I ,.. .2�I 2 i l iI l 1 ►1 I '; , I •I I� � II I ,.c I I I I i I A73 t9 018 q I C I„I V � �\ I�'t 4 %� t m� 31F " \ • C U� E01110 X 11"1 ft, va XIII N _ .I I 11! ,, 4 I ' I I ���" , C 23 7 3 `�" MAO • I I II I I ` 32 r MA IO O � I n I I 1 1 � � I ' • I I 3�� i +l/�I I• • -,,, I ��•i1!� Irl 1 islr iP015. u 6 1 � ;mow` � _ �' _� A • ' � . TYPICAL ALL QUADRA BUBBLERS SHOWN IN PAVED AREAS ARE FOR DIAGRAMMATIC PURPOSES ONLY AND ARE TO BE INSTALLED IN PLANTING AREAS. LANDSCAPE CEWFCATIQN OF COMPLETION NY LANDSCAPE AAC,FEW tnrk� DESIGN RE11EiMq,•,�__ THIS FORM IS TO CERTIFY THAT THE LANDSCAPE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIRCATKM SL�i.la 1 • I I �:o '��k`,V 1 GOM NIU TY CAL PEPCO QUADRA BUBBLER 18633 (GREEN), 16 GPH PER Z) PLA MATERIAL PRM TOINBTALLAWN. I I r , I „ �s I ,ur u�,. I I f / W�%mss H , ,x r If�il (� T t OUTLET, 4 OUTLET BUBBLER. INSTALL ONE QUADRA BUBBLER 3� RNM GRNX pWp TO SEEDING. • -- - - 114L" It2.' I I I i I I ��'1-1 s �� �. N �'�% IIS PER TREE AND COIL 15' OF LSL-6 LASER SOAKER LINE AROUND I • I I I I . I I a �� �- IRRIGATION CQVERAGE LEST.GTUUlf. �I� �BELOW GRADE LEVEL. INSTALL A PEPCONBASE OF TREE MIN4 <J N _ GP -24 END PLUG IN ENDS OF EACH SOAKER LINE. PLUG UN 5) COMPLIANCE WITH APPROVED PIANS. ' •�+' C{� � ' , I I I ' I I I I I - , I ' � ' � �L �� � � I� � >�� GA•Q' 1'ijl � � ��� I ��'� l '- k - _ USED OUTLETS WITH QUADRA BUBBLER PLUG #2132. THE � . �• I I I I I �5 4o CoMr�aCONTRACTOR SHALL INSTALL � I � ,�•I r � � i i L TALL A THREADED CAP AT LATERAL • �. � � � a ,,• S �a�„ I' ! THE CITY OF FONTANA LANDSCAPE TECHNICWd WILL CONDUCT THE FINAL LANDSCAPE C•� C vc� I V`� ,� ,.I�, it I , LINE ENDS FOR FUTURE LINE FLUSHING. SEE DETAIL 'D'. INSPECTION AFTER RECEIPT OF THIS CERTACATION. (NOTWCATION OF 11 HOURS REQUIRED). • • • iuil.'' w I OFF, c�L11 � IN SEASONS WHEN SUPLIMENTAL WATERING IS NOT NECESSARY, ARCHRCT/UCENSE No. � �� I ►� d l , WI � i 1 1 z► I I I I� �► ' I ' cn EQUIPMENT BY OPERATING THE `1/.//1 I ,,�, CONTRACTOR SHALL FLUSH OUT Q • I 1 I I I h I I i I I I L.■�F / '•• 41`� 1. , , a I Ii I X I i_ I I'I y�ly,,• af rxrrr� I�' I ` =>< 1 , --- 7 i`a.r..x ar.�>�.-ar.� -I� ` na1■r�a n I ,,rlr�r,� • w ' —�- •; '•�I, �', nI2• ,.w_t I2-, • Ut �LU II momII , I G N �ISYSTEM 1 A MIN. TIME OF 15 MINUTES EVERY SECOND Uj (Call - WEEK. 20 if J7" Po( ,�3 ,�N Mop� r0Iw1#7,KEYPLN 38' Ile t I a�„r� � ST IW4' ill or 1 - P0111 q Dote/Time: Wed Nov 28 09:28:511990 3 PRESSURE CALCULATION FOR: VALVE •28 @ 35 GPM HGL (HYDRAULIC GRADE LINE)`' METER ELEVATION HIGHEST HEAD ELEVATION , IRRIGATION WATER METER 1.20 BACKFLOW PREVENTION DEVICE 8.90 MASTER VALVE 0.00 MAIN LINE PIPE q•21. LATERAL LINE PIPE 4.40 ELECTRIC REMOTE CONTROL VALVE 3.60 PRESSURE REQUIRED AT SPRINKLER 30.00 MISC. LOSS (20% OF TOTAL PIPING LOSS) 2.27" ELEVATION (LOSS/GAIN) 0.00 TOTAL PRESSURE REQUIRED' FOR OPERATION �$,D EXISTING WATER PRESSURE AT METER _ RESIDUAL PRESSURE PRESSURE REGULATOR SETTING 5 Nig WOO� � �—r�� L.A'5077 N j� IF-L-� u'�I` t�--D-Tii� /"'ss• �30ILT C'oNPl-CfiON, _ � MSL 1 I��I 4; j I � ll �,� r �+�i= y ,�= /ltd• l I �v N � ! 2I M I_ _ "A" "C" LOCATION. CONTRACTOR TO i � , � �\2� = CONTROLLER / � � 2 r TAT I I H I. 1 " COORDINATE PROVISION OF SUBSURFACE 1?OV \ I .,..«� . I , nc�► • CURRENT WITH LOCAL SERVICE COMPANY. CON- _ i �� _ TRACTOR TO COORDINATE UNDERGROUND �� I7 , 'EXTENSION OF PHONE SERVICE FROM LINE TO PAY PHONE AT BUS STOP INDICATED ON PLAN - , �j :AND CONNECT PER MANUFACTURERS - l„ ITE ASSEMBLY __ ---' INSTRUCTIONS TO PTS SATELLITE -s I 1 •�'- jyr[ ��'� � MIN I N //'�� Ijy��/f��]r��.1 SA -26-32/32 OEM.'AVP SA/:;�,,r�.,c/ .- D6> 1-800-427-0779,- FOR C( C ( C 4-sell l, �-•—� 15 3o so EQUIPMEN-r AND INSTALLATION INSTRUCTIONS. I 1liiiiii� �. l _ ... '* IMNII L n�lwwalw NinINi , I 1 PHONE LINK C©NDENSERtPLC) NOT INSTALLED DELIVERED TO CITYS MAINTENANC4E YAR' - - --- - e-- —•--- --- _ ,I/ w11V6> U/`\ glzlf at 4s -,��/ �• ��•� I �l//s�� �� G/.t�e /z�T� �"� 3 2 t3 ji��IGcLt/' 4• � J- /`�f//s�Q Notes ms`s / 2 i� A/ -#S REVISIONS APPROVAL DATE APPROVAL DATE 6 L O V• 0 A V 2 0 U SCALL: 1'- 30' CITY OF FONTANA, CALIFORNIA DRAWN BY The Dik. Partnership PARK AND RIDE FACILITY SCALE: Landscape Architecture Urban design % Pe \ PARCEL 13 P.M. 1219 5 1' - 30' Site Planning � c�, . ward, (j,ike � DESIGNED BY � Cie #1330 -+ One Venture, Suite 100 Irvine, California 92718 1 4o CHECKED f CHECKED BY LANDSCAPE IRRIGATION PLAN DATE: 714 753 1779 �� f�t�' i ! 17550 51_OVER AVENUE 12-7-92 Fax 714 753 1479 (Date) ��Q,�f JOB NO. EXp /2--3i-93 DR. NO. DWG.NO. OF C,Z`�F�i/ APPROVED 89115 CITY ENGINEER R.C.E. 25/2'• L I OF .6 SHT12OF,,2,-TZ6