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HomeMy WebLinkAbout3794-4 I 75' 551 116' WI 1241 701 61 9e' o' 9,'1 I MAINLMlE NATE: / . PM-- - ---- - - - - -- s:„1,,I;. ,1 o1-j4, ab CONTRACTOR TO TERMINATE MAINLINE AT Ali �, ,", , , 1 iN 1" 1" 1" GATE VALVE WITH(8)CONTROL WIRES (1) / \ - --`"- i1m 11 4" • �))))i� JN-"i .:, : • 'j' •': 1 COMMON IN A BOX FOR FUTURE IRRIGAT�' �1/4 r. Lib. • / ,. A-17 ti A 5 t,,;,,,,./1;� - , ��_ ' . . „• - - - •O - - - - ®- - -• 1 •r• 'r 1 • - - -N 2" a - 1 - - •r t / / ` iii i • 1 ® f »t----t?t .1---fir- ;, c� N '' l w _.. ::, " , • - .� • ♦ 11 A4 1 1 HIIERRA 3/4" . / 3µ ;'f 3/4 3µ",t 1 11/4 � ►�.� 4•01r�� / • N �� :. i I1µ" I1µ" h i t. / F \/ 11 x ':ooi•` - - ARC' IIRRA t # s M ' •/ D 'SIGN GROUP � • , !Q . t i r 112" 4\ . ♦ // ' ; ' � /' ' LANDSCAPE 3 / \ /11.104,44' / ' 1 i ': • : ARCHITECTURE , %,,,‘, i {• 7-. • ®- . /�� 0-7_-_-__7.,...7_-....11-„- ay __ • (� i I: ,♦ ♦♦ 1 .3 uw `�.�� ......._ .........,..... _ .-_.._.,,. .�_-r..,�.¢._-�L a2•_. _ _ t .... ________...__.,. '�/- �_,-_.......� , '""',77L7.......7,70' 1 t DRi�f ` ,� •'� I "dito ��.1' 3A4 f g 4 V -- 1 - t p __. __._.. 4?_...__._..._ 1 _. __..-_ -. w?' © i SITE PLANNING 1 ; " 1 11µ 3 __r,_-.__._ .. • • �...6:-: • / 10221-A Trademark Street 411/4 � • •�,'•~` (s % Rancho Cucamonga, CA 91730 1: i �/ i '("deet r., / Tel (909) 484-2800 �;' s'f;r" , Fax (909) 484-2802 1 ► . ,�,�. ,� , , r`fri LiNe 1�7 1 I I �' ► r e• ° Richard Krumwiede 11 , + `�„ Tj'�/�d �.�vv 7 V • i i Q�� N 1N `N' �'r j AZ Lic. 29115 �� V ��,- �• ^�� �O.r aw° TX.Lc.$1884 1 ',..� 1 i 1 - ���� ♦ YY ee i.�.M 446 I 114,t1° ti- G 4 - 1104 i 4 114144.:116:6:::::: 'IAtNt-INS I' L oC I ' '�N " 1 1 o II ��� GUizi� . 3/4' 11/4 ' �'©: n MpsC,�pF ' �, „ M,AiNuNe Ga,< 44 b-• 1 / p urn 4,A,,_. / 1 r 0 AGOp:S� 12-0A P AT 114 Y/ " ••'� 1•• - SEE P.O.0.ENLARGEMENT ,�� A . 0,.. ' ' / j :1 Aii -I ►.► PO INT ,�;' ,c0:*4 %` • • • ' . ✓/ •, / ;• ,, .... ; ; ^► co rn I ,1 „ ,► ���� ��� j�': .' 13/4 _ r ,-;�,-0, .- r 4t / 1 • • e�� 4: t' PRESSURE LOSS CALCULATION �►��!►.�►���! S,:(5-:_;-4,1-1:;;-„ N r �o�FARTH Aibigtop.,4001% ( �' 14- 41F ct►�� i ( ,` EST CONDITION • „1����� ��'. °/tea 1 •• �R IE�1T� 1 O ..--,„ r • , i, } • OO 3µ , � . . '''.► '>, PROJECT: SIERRA BASIN-FONTANA � _• '� • ,� BY: FAC r' � -� _.....„/„.,..„ A9:-:-0.:* • o �„ w ip � 3µN w X011 ,,, ,tkSTATIC PRESSURE HIGH : 96 PSI LOW : 80 PSI - W E>, SOURCE OF INFORMATION: KEITH HOUSTON494 r • , ,,•,.. • 1' SUPPLIER: FONTANA WATER COMPANY O 1 ;�, " PHONE NUMBER: (626)448-6183 <t _ / 1 • ••• • 11 I 40 I• ` O a:..a: • 1 i• , )448-6 ,, , iii Qt I!, „ VALVE STATION/GPM:M: STATION: A-4 GPM: 34 VALVE LEGEND e,�''•�.-�,-+er `�` S a ''.r"' • ,Iw, �„ Ii ITEM: PSI LOSS: �'���1���A4 '/.O:o_ r O ���� CC ID 1 „ • 1111 • ��1 X01 .►�/`, •-D.'-:/�•Q:: ; 3 4`: ti ' WI WATER METER SIZE: 11/2 @ 34 GPM 2.400. '�\, _' cc ot 1 „, 1►3/4" BACKFLOW DEVICE: 11/2" @ 34 GPM 12.00 11/2" li/7" 11/7" �► •••. i �!� t` ...:::0.....!.:..6--0....:::9:::(:).:?:-...- 4 W 1,1 FLOW METER: 11/4" @ 34 GPM 1.22 /`�< 1�.�, '. �,, �,�.:+, N ► , °I$ • T �0� 1 :. r ,. -,� -/ ice- - I �cl`� II MASTER VALVE: 2" @ 34 GPM 0.53 LI I •All •�:•• •�:' ' ;1► t5CO '1 ` GATE VALVE(S): 1 2 @ 34 GPM 0.50 r �' MAINLINE (CL. 315) 2" 612 L.F.@ 34 GPM 5.81 A? A-7 A-1? 1? A-17 ?1 • g 1 1 "i„ <rig 11/7 itH 1 114 �, 4,01‘. }�4 -` .•.w� • 0. -J 0 V : 0. _ o= ... O AUTOMATIC VALVE SIZE: 11/2" @ 34 GPM 1.40 (� .�r� �`� o' a:':° ��z_X ' , ' , , 'F ' M Q Q , ,, ,� LATERAL LINE SIZE: SCH. 40 3/4 77 L.F.@ 7 GPM 1.72 .`�^�'• �.•' Oa o :', r� ' w III, 1" 68 L.F.@ 11 GPM 1.03 �I �Q '' 'w' = r 11/4" 48 L.F.@ 17 GPM 0.54 A-3 27 11 A-11 23 � 11 II ' ►� �;' 4► 2" 7 L.F.@ 34 GPM 11/7" 1 VC •• T��`,�•� , � Q• ..�._ , ' N I':, v w°08 ) WI0.05 �`J� 0: 1 • ► ,� ` 3/4" P.O.C. ENLARGEMENT '�' '�' `r ....61,....:„;,.. 3/43µ I ►-� t LOSSES SUBTOTAL: ~ •i�'�'•4 .-9'.1..-0:�fw 1 : 3µ" t ,to ' 27.20 1�--� ,l`j���,. } (� a '�a. 0 0 i /a �" oC _r� 1 1il 1" �, s{, IRRIGATION HEAD PRESSURE: 35.00 11/2" 11 " 1 •A• �•�/ '•--:-6:4-.V.--0 " ' I I I Q 0 w 0$ 1 1 ' I �' SYSTEM LOSSES SUBTOTAL. 62.20 �.�+ 1 p, FITTING LOSSES (5 %OF SUBTOTAL): 3.11 �'�' �•-"`f' a3µ" , �� Ar U- Olk w • i y,. ELEVATION LOSSES/GAINS (ECFV. X .433) 0.00 Z�.+4�I����I ---1--:-00-, ,. Q O n Z ` A.S Zd A-10 1 i A-15 31 ��� ,t (�L �t 1a 1�µ r"' c� il 1 • 'i TOTAL OTILASYE EM LOSSES: 65.31 11/7" 1" 11/2" ��•�� •/ �': v = = 1 I 1 1 ti PRESSURE (LOW): 80.00 I "1 111 1 _ ,i (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 14.69 r�r�`r�� ;9v�• r = _ - 1 1 �`• Ot �S N it 0 st ,. 411004LINIPPOIAPINIP4 1E ,1/� �� o: : - • rill i a:6 t 11/4 I A , II 1 • ; 1 © it? %7.LJr �N Nara. 0 , 34A 3µ"N 3 _ A ' 2N i'11µ" , • j a 1- 1nlNUN� ,:7 LOCAT� :3/4N • 1 1 1 � r. At �� of °!x-"47?' �.i.Q tH 11 { !%© 1 1 1 �HI'E�j�EiELE_ 1 I , 112' r :',►�•r 1 r 11/44_ ♦; .:•,. 1 B� _ ,1 we :���111�-. 11/4" 11/4" N „ 1• 1•..._ _ 11/4" 11/4" .- - 11/4".._..- ---_�,.... .......... .....,, ....2... tM . �...®/ �' r`Is ,� i 1 1 W=. 1 1 . 3/4" _.. .. 3/4" _.__. _.__._..... µ" -.__._ .__ - 4 # r © -P„ 1 1 F3 ti-----Q _ .--- ---- -Q -----x-----moi • ----- } _ �j a P II 1 t, ,f i s��'�� 1 1 ii 1 0 tit- w ' _ 1qi = 3/4" "„ 't "� 1 6"MAIN LINE SLEEVE) r aillikli. I 'o • I) 1tµ" r 3/4° 3µ" `'r' ; „ 1 2"WIRE SLEEVE 1 1�. ., n n o �" 1® n 1 v „ Z llIIIIIImimm 3µ" 3/4° 1" 1" '', 11/4"/ / , s 1114" • . 1" " \•\y 3b4" _ rr '*�j. I I 1 • Q 0 Cj - - ---- - - - -- - - - -- -_ - -- -- -- v - - - - --- ----- - - --- , p- 1 , J 3/4 y 1 • 0 0 -`,. - . - - - - - - - - - ® •.. X11 1 a-• XXX Millx W ! J i • xx V: V � s'vi 4. • .4. 4" ,i. 6. -A 16 15 v- Lr f i'.�• v��!:f I. • • s • v • 1s' o :. :o .r.3..aa sN a. - �.w�'3y"c'�a�:'. .i'3.1i' �rNJ�'d-�'-moo' ' "a+•'•:�s' s"rr "r®i ,ws 01:-.0.i.�ia - .oii.. .N.,'ro ��.sae�, , . 'd:�'" .f �'.. .® .,,PI 'ra �44i-a .- -���.:-:��;.:.•-i-...;.:' -- •.;:�;: l� I.:.� 1� �•�, _,,,, � Al 1 7 J.1'fFda'.F{Idt'.J'fFO1a1'!::lJli//fill}YfllfJ.fd{.'{,i{f.,✓fdF.f'11I{{!!.{J{l/flJ".Pl'{3!'{FFl`,fa"l 9a n 0 K � � �t0 � � 50 � 3 115 , r� 1, ® I IRRIGATION NOTES MAINLINE NOTE: CONTRACTOR TO TERMINATE MAINLINE AT • 1 1 Emil ! < GATE VALVE WITH (5)CONTROL WIRES &(1) 1. THIS SYSTEM IS DIAGRAMMATIC, ALL PIPE,VALVES,ETC,SHOWN WITHIN PAVED COMMON IN A BOX END FOR FUTURE IRRIGATION. I AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 0 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE IRRIGATION LEGEND , - DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADECC • DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S CC " AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT SYS MANUFACTURER WWI NUMBFR DFSCRIPTIC+N WHIR G P LI P.S I PERFORMED,THE CONTRACTOR MUST ASSUME FULL RESPONSIBIUTY FOR REVISIONS NECESSARY. A RAINBIRD 1812-SAM-PRS-5Q - POP-UP-SPRAY HEAD 5' .10 30 n PROPOSED 11/2"DOMESTIC WATER METER BY FONTANA WATER COMPANY. DEVELOPER TO PAY ALL 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH 0 RAINBIRD 1812-SAM-PRS-5H POP-UP-SPRAY HEAD 5' .20 30 FEES AND PERMITS MEMMINEiMmoiNi POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR 4 RAINBIRD 1812-SAM-PRS-EVAN POP-UP-SPRAY HEAD 6' .40 30 NIBCO T-113 LINE-SIZE GATE VALVE SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNERS POINT OF CONNECTION 'A': CONSTRUCTION REPRESENTATIVE. A RAINBIRD 1812-SAM-PRS-80 POP-UP-SPRAY HEAD 8' .30 30 lil FEBCO 825Y-BV-150 11/2"REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE: STRONG BOX MODEL#tSBBC-45SS&CR * MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 11/2" DOMESTIC WATER METER (TO BE PROVIDED BY OTHERS). REFER �- 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF • RAINBIRD 1812-SAM-PRS-8H POP-UP-SPRAY HEAD 8' ,50 30 TO UTILITY PUNS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE WITH ALL GRADE DIFFERENCES,LOCATION OF WALLS,RETAINING WALLS,CURBS,ETC. HE a SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN '''K"COPPER PIPE(OR AS PER LOCAL CODE)AND INSTALL 11/2" SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB - )1 RAINBIRD 1812-SAM-PRS-8F POP-UP-SPRAY HEAD 8' 1.00 30 " REDUCED PRESSURE TYPE BACKFLOW PREVENTER, 11/2" MASTERCONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS,UNDER ROADS, ® CALSENSE FM1.25B 1-1/4 FLOW METER EXTEND NEW PESSUREE ER,ANE(2) LINE-SIZE GATE VALVES S SHOWLVES. REVISIONS'PAVING AND STRUCTURES. 4 RAINBIRD 1812-SAM-PRS-BVAN POP-UP•SPRAY HEAD 8' .70 300 SUPERIOR 3000 SERIES 2"NORMALLY CLOSED ELECTRIC GLOBE(MASTER VALVE) 4101814.14111)1114 � 1 p.2-16. 147 DWS 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION,METER,AND BACKFLOW k RAINBIRD 1812-SAM-PRS-100 POP-UP-SPRAY HEAD 10' .40 30 `� PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT, V RAINBIRD 1812-SAM-PRS-10H POP-UP-SPRAY HEAD 10' .80 30 O RAINBIRD 33DNP/33DK QUICK COUPLING VALVE(SUPPLY(2) KEYS TOTAL) STATIC WATER PRESSURE: HIGH: 96 PSI, LOW:80 PSI ��"�� ' - 14��K' 10- �, SYSTEM DESIGN PRESSURE: 65 PSI II: • A 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW ♦ RAINBIRD 1812-SAM-PRS 10F POP-UP-SPRAY HEAD 10' 1.60 30 MAXIMUM IRRIGATION DEMAND: 34 GPM PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S 10TORO SSAK24PS16NS1 TORO SENTINEL AUTOMATIC CONTROLLER 24 STATIONS �', REPRESENTATIVE,ANDA)R LANDSCAPE ARCHITECT,WHERE APPLICABLE. 4 RAINBIRD 1812-SAM-PRS-10VAN POP-UP-SPRAY HEAD 10' .80 30 Oir CAL • A CAMBELL SCIENTIFIC TE525 TIPPING BUCKET RAIN GUAGE(HEAVY DUTY MODEL) _ 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN,THE IRRIGATION CONTRACTOR k RAINBIRD 1812-SAM-PRS-12Q POP-UP-SPRAY HEAD 12' .70 30 ' INC. ' SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT n SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S RAINBIRD 1812-SAM-PRS-12H POP-UP-SPRAY HEAD 12' 1.30 30 SLEEVING NOTE: " - I. APPROVED CL.315 PVC MAINLINE, SIZE AS SHOWN, MIN, COVER 18"; USE CL. 315 CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND REPRESENTATIVE,IF REQUIRED TO OPERATE SYSTEMS. 0 RAINBIRD 1812-SAM-PRS-12F POP-UP-SPRAY HEAD 12' 2.60 30 PVC FOR 2"AND LARGER. 24"MIN. AT STREET CROSSINGS WIRING THAT CROSS SIDEWALKS. n 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR ' RAINBIRD 1812-SAM-PRS-12VAN POP-UP-SPRAY HEAD 12' .70 30 APPROVED CL.200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,STREETS,AND n BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE k RAINBIRD 1812-SAM-PRS-15Q POP-UP-SPRAY HEAD 15' .90 30 BROWNLINE-ULTRAGARD SCH 40 PVC-UV UVR LATERAL LINE, SIZE AS SHOWN. ON GRADE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA PRESSURE LOSS NOTE: n CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE * RAINBIRD 1812-SAM-PRS-15H POP-UP-SPRAY HEAD 15' 1.90 30 FOR PRESSURE LOSS CALCULATION INFORMATION, SEE THIS SHEET. TESTS. APPROVED SCH.40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. mA RAINBIRD 1812-SAM-PRS-15F POP-UP-SPRAY HEAD 15' 3.70 30 COVER AS REQUIRED OR AS SHOWN. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. * RAINBIRD 1812-SAM-PRS-I5VAN POP-UP-SPRAY HEAD 15' .90 30 AIIIIIIII 10, CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. ......s APPROVED SCH.40 PVC WIRE SLEEVES, MIN. COVER AS REQUIRED - 11111E-1- ��w O RAINBIRD 1806-SAM•PA80-1401 BUBBLER FLOOD .25 30 UNLESS OTHERWISE NOTED. SIZE AS SHOWN PCS SCREEN NOTE: 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS CONTRACTOR MAY BE REQUIRED TO ADD SCREENS TO NOZZLES FAC ` TO PROVIDE 100•4 COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS STREAYRDT ON VALVES WITH HIGH GPM'S IN ORDER TO COMPENSATE FOR LOWER WATER PRESSURE UPON AUTHORIZED CITY INSPECTOR'S MUCH AS POSSIBLE. 0 HUNTER 1-20-ADS-1.5 QUARTER ROTOR 25-33 1,40 35 REQUEST. �onTE' 12. ul e�T�D11TLS Q T�lEl�T all Td1i0�� a ® HUNTER 1-20-ADS-3.0 HALF ROTOR 25-36 2.40 35 * BACKFLOW ENCLOSURE MODEL#AND AVAILABILITY: O HUNTER I-20-ADS-0.5SR QUARTER ROTOR 15-17 0,43 35 STRONG BOX MODEL SBBC-45SS&CR , CONTACT: 1/4/06 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER m HUNTER 1-20-ADS-1.0SR HALF ROTOR 15-17 0,90 35 STEVEN REED -iiii., 1 AND LOOPED UP INTO EACH VALVE BOX(24"COIL)TO THE END OF SYSTEM. THE EXTRA (909)371-8401 WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX 0 HUNTER 1-20-ADS-2.OLA QUARTER ROTOR 23-27 1.90 351 AND AT ALL CONTROLLERS. ® HUNTER 1-20-ADS-2.5LA HALF ROTOR 25-30 2.50 35 1" = 20' Underground Service Alert NOTES: NOTE: t A. CONTRACTOR TO INSTALL PCS SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS AND TO THE CONTRACTOR SHALL VERIFY THE PROPOSED LOCATION OF THE VALVE SIZING KEY PLAN CROSS REFERENCE S PROVIDE 100%COVERAGE REDUCING OVERTHROW ONTO WALLS AND WALKS AS PAM MUCH AS CONTROLLER/METER AND BACKFLOW ENCLOSURES PRTO LAYING C� 0328-3 `� Call: TOLL FREE POSSIBLE. SEE DETAIL M, SHEET L-5. OF MAINI`INE. r.,. Yj�.., B. LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING LINES ON JOBSITE PRIOR TO START OF VALVE # N.-GPM FOR NOTES AND LEGENDS, SEE THIS SHEET ,I ET NUMBE I �� CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY HIS WORK. FOR IRRIGATION DETAILS, SEE SHEET L-5 DRAWN BY: SCALE: I .� CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS SIERRA RETE •N BASIN EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION nirVALVE SIZE FOR IRRIGATION SPECIFICATIONS, SEE SHEET L-9 KPF _ 1 Ci'Y FAC "ES DISTRICT I"=20'-0" t/s. 4" 4 Y FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET L-2 0 BY: DATE: -. • 422-4133 FOR L-6 KPF O CORRESPONDING PLANTING PLAN, SEE SHEET 11/17/04 CFECKED BY: CrfY: R ra.: 4 4 OF 9 SHTS. TWO WORKING DAYS BEFORE YOU DIG JRC J DATE/49.0bC E 51152 EXP.DATE 12+ti1 3794 9 ' 1 .........- 1