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CONTROL � � I I :, I I I I . � � � I � I I � I I I I I � � I I I I 11 �I— � ­ � � � I I : : I ­_­ I � I � � I I i i I � I 1 I I I I : : I I I I G I I RA511IN � : I Wl RK. �, I I L-2 ONUCTION LAYOUT PLAN - I I � I I I - : I I I �l I - I i I I .�.................­.,­­�...�.. I i I I I i I ,.-,-.�."-."-.-,-.-."�.�,�.-.,.,.�.�.,.�..��-.�,�... � I I - - I I I , _ I I � I I ; � � I I I � I � I I � , I 11 I i iz I I . - I � - I � I I I :: ­��:.H� ,e I iN I � I i LER RISERS, I I I _7�7�,.,.,.*_,�'. ­ _:_:�:. I � I I :1 P I K :: I � I i - C1110 !TROL VALVES REGULATOR VALVES. SPRINKLER HEAD CAPS, S RN,; 3, ALL SHUT OFF VALVES, � I 5 3 I " I I I � : I I I . � � I : ­­...111- - I - - I � � I I I I I I iiiiiiiiiiiiiiiiiiiiiiii� f I I I . I .1111111-11-­ ­­­l I I I I I I � I I ........�,�",�,�,�"."�,�."�.�".��". I I I I � - E :�-_,��-"...­' I I : : --- I � I - � I I I __,,, ____,_', _ . - I I I I I I : ­­­'__ � 01I �E I I .­­­_­­­.­__...­ I � ; �­­.....------­­­...___ I I 1TA I I I I I I --- ­ ,- - - - 11 l.­......._..__......1­1­1"'I", j i� �! I U I ONS�TRUCTI �, D: I I � ---- : I P F I I � I � I K� I - I- - R MATERIALM ;:I H�__ EMARKED OR TAGGED"RECYCLED I � ,, ­I I - - - - __- i I I � � I I L E -TE-_ _ __ _ - i � � I I I i I I— ,� I I I I ----�,��-�'�-:-: I- I I � I : "A _____ �R H ­ , A H U R em-�'; "I - - ,0 I I I SITi LOCATION _ � I I � I i i : I __ : _ I 3. ALL WO K S' ALL BE PERFORMED GCORDING TO T! E G RI E,NT CITY STi)ARDpS,:CVWD STANDARDS AN2 STRAINERS AND ALI R: LATED RECYCLEDIW LIST B I i .��.-I.�.:.,.�.-".,.,�.�.�,,��.,.�"."-��,11--��..'�.,.� -_ iR ' I I I � I CARNESI DRIVE) I L-3 - C N :LS: I I � I ; I IG I � F E - - I E. I -----------_­1_­l­l­_ll__l­ I : � E C I N8 R CTION. WAT RDO NOTDRINI "0 N: 0 N E SI I D E AN:D IN:SPAN:I SHO N THE OT ER ISID: I (I � .""-----,--,",---,--l-I'll-1-11I I I STANDARD S_`-C11 11 ATIONIS F01 PUBLIC WORKS C - - - � I ­_ . _`,_,_`,_,`­,`_,`_, � , I I ____________.......____, I I . .- .--­------------­`-'-,:-- I 11------­_11­111____.______------- I I -- - ----------- I : � .­­ �.........�..._.,_ I 11 � I ....._,1­1-1-1....­.l....1-111­11....I— I I � I ��",�.�,.,��-"-�-,-�-�,�-��,�,���,�......_� I � iI I - - I ­ I ........11 I I , I I � -...1-11-1­...__....l­l­­­­.. I I I I i � ­­­­­­......1_11­..._-, A- I : I I _ , - - � I I C NITRACTOR WHO SHALL CARRY WORKMAN;S 4. CVWD MUST INSPECT ALL RECYCLED WATER PilPiNG BEFORE IT CAN BE B',URI"IED. � iiIiIii-1-1-11-1-­­­­­...........�..... I . 4I, TIHIS WORK SHALL BE INSTALLEDBY A Ll ENSED C O - :1 I - � I ee----------------------------m------------I_ _w", I � I 11 I I I I ­- _­­­­ I I I I I __=­ ' I ,��,.�11-1-11�'ll"".��.�-"�'ll'I I ONS I � "I-11-�-�l------,,--",-,.-.-,-:-:-�� -0 � � I -, I � -4 0 k� I NSURANCE AS,REQ l'IR:ED :BY LfiW, I __ 1__, I L CONSTRUCTI 'N SIPEGIRICAT11 - I � I I I E � :L C - - -__ - ___ _u - I *:::l._.,_.,.-l.l.l.l.l.l= '.:,.':�:.-.,-:7:-.-:�-��.'���.��- � � z - COMP NSATION PUB 1: LIABILITY AND PROPERTY DAMAGE! - 1- -'_`-`-'_'_-'_'_ I I I � ­­.­­....... I I � ­­­l � � I I � � I I I � � I I I f t ­....­­­­........� I I U L - ._� . � � I I I I I ETION OF IRRIGATION INSTALLATIO;N., .�...__ � I - - _T _ - 1 5. IRRIGIATIONCONTRAU ;OR SHALL Sl PiPLE AS-BUIILTS ON COMP' - �- !:�_� � I � I � ­ - I ­I- - - --- 11 I �. ­_ - I �Ll 1, � I � I -1 I - I 0 ___ - __ �� - 11 I I f � 11 __ 1_2 � � -- ­ - I , � I I I I� � I I r � . - I I . I I O : I I Ol I I I _­ � ____ I I I I -­­­­­­­­T �����-���,���-��-���,,�������������I - . ____­­_____- 5. CHECK F R EXISTING UTILITY LOCATIONSPRIOR TO EXCAVATION WORK. N PFY PERTIN'ENT UTILITIES AND - I I:2 1 -----I'.--- _____Jr___�­­jx_ __ ­ ­­­�I ­­­ - -, __ __ - - I-- ­1 - .. � 1: � - - -, I I I ,iii 101 � `%`_� I � -_ i � I I I I � I i s � � � 11 I __ - -1 �- . I I I V I I I f � I- - ­ I I I I I Ei � I � 'A i ­---____ __I __­_i I L-5 i RRI GAT IONLAYOUT LEGEND� & AL D __ I � IN i� __ I I 1 2 . I ; I I ­I I ; I ;; STRUCTION, 61. CV,WD WILL SUP�P�LY"R CYCLED W TER DO NOT DR:NK"SIGNS. I I i� 1 I I � I i � U , 0 I � � 'Y I � 0 I U N ERGIRG N D SEIRVIICE ALERT AT I-80, iiiiiii�422-40133 TWA 0 W,ORKI NIG DAISPRI R.TO C0 I - I I I � I I I I � I H 11 GH LAN DI AVE. I I I � I I I � ol i, I I C I D:WATER." � ;I i � - � I ­1 ­­ - ­ - I 1 7. QUIICKC: �UPLERSTQREACMETHIR E_AD_ TYPE AND MARKED`R;E� YCLE I � � I i I I I �,�� I I I :R L I - i f I � I � 1 6. AT THE CONCLUSION OF ROUGH' GRADING, AN AGRONOMIC SOILS: EPORT S HAL: BE FUR�Nll:S_H�EIDI TO THE i I I ; I I I , - I I I � I _� I I ­6 111GATION DETAILSI :! - - - - - - - --- - - � i L IRR I I �/ I I I I I I . I I � � I - I I � I I � � i I ;L i� M 0 1 I I , 11 i __ S AMIE1 I QUICK C: UPLERS MUST BE USE,D GN RECYCLED WATER ONLY, I I I I NlD' ENT I I CITY l:NSP'ECTOR AND!A:LL:R---IECOMMEN!DATIOINSFIRolm TH IS:RE PORT S HALL SU'P-'E-R---S EDOE SOlt & I _1 � I I I , I i I : I � I � I CA R N':E S I ID R IVE�i �� I � , � � ' I t � � I ; � i, I �� � I i I I I I I I i I I I : I I �, i � 0 TH:i�: PLAN. I I I I i I I I I N DAT I OIIN S SH OW'' - � � i I I I I I I � I � � i : i I I , I � � I I i I I � � � I I . I I __ I I I I ; � :1 � I REC10MME N N I E I 0 I � I :D I I 9. ABSOLUTELY:4 H�OS�E ,-BII-B;SO; ,NK ,DH , LD ,,W,A, ER. � f I I � : : I :0, : � , I I � , I I I I I I I i I I ­ I i I I 11 i I - I I L-7 I R R 11-GAT 11 1 1N: SI ECIPICAT"[0INS I I : I I I - - I—- ­­ I 0 � I I I I I i: I I w � I I I I � : I I I E E i - - -_ -_ iL � I z 1, I ­ I I : : 11 I I I I � I I:1 I ; � i � I 11 � I � I � I I i % I I I L I I I 11 I � I � I I I I I I � I I i � . I I I I I R 9 :1 RY I P�BACKIFLOW I . � I I � � ­ I- ­­­lll A N 1 E SS D�ETAI ED � VA ­' - -ATION NSTALL TEMPO,-- I I I - � I I I : I I ING SH L N0T:B___ L-0 CATI D WITHIN:THER.O.W. Lll� LE I I 7. WALL FOO'TINGIS AND RE11J,"'NIFORC: - - ­_ 1101. PiR:lOR`TO N CLED WATERIRRIG RA R I I I I . I � � I i - � I I I � I . � � � I ,� - ­­I— � I I � � I I i I I i : I � N I ­ I I I I __ ' "I > I . I I � I I I � � � � I I � I � I � i � � �; :p � I � I I . I � I :T i � � : I I I I I I I G - 0 � I LAN I � ii:: i 1 1 I U- ___ I I I � � ,CT I � i I _____� z 10 :I i i I z I I EN APPROVED!BY THE CITY ENG11 ' ER, ;, N ; I ' STID. DIRAW­IN� #1 1 1 WITH A STRAW < : V1 Rl A ST. 11 I I I � I I i I � � CTION AND STRUCTURAL CALCU[:LATIONS HAVE BE- - - NE :1 � I I GO; STRU - I DEVIC E 0 LANDSCAPE PER CVWD; - - - - G I NER UPSTREAM OF BACKFLOW AND AN I I �L-8 PLAN'TIN LAY I � � � I � 1 I I 0 1 f � � m :, I I � I I I i I iR i I : I � ; � I 2 ' T. AS I I � I I I i I U � E __ ­ m D I :- - F DOWl,WsISTREAM OF L - IN A PURPLE I � I � I � I �I I � I I Q ICK COUPLER FOR RECYCLED WATE: I I : f I ; I I I I I :: � I I AG :E THREA I I I � 1 8. SLOPES IN EXCESS OF 5 VERTICAL FEET- SHALL HAVE A 24 WIDE FLAT AREAATT14 TOIDOFSLOPE. I T ELBOW I I i � Lu , I � I I - i I � I I � : : � . : I I I I � : : I I I : I I I ; I � I I I I VALVE BOX MARKED "RECYCLED WATER," I I > I I zli� I I -- I I i L I I � I � I I I : I I � I � 11 � . I I I I I I I : I I � ; � � I I ��", I � : I I I L __ -- - ,I - I I � I'll"t I I I I � � I I !I i I i.: � I < I,- I , : I I I I : I I I I I I I I � � iF : - 3 MI , :UPON WRITTEN < Iii PLAN�Tl NIG D,ETA,:LS :�,,I 1 9. UPON COMPLETION O, ::INSTALLATION AN ESTABLISHMENT PERIOD SHALL CO! MENCE,AND!I 1 - I I I I I I I I , I I - - I- - - - - � I I f 0 1 I I ­ I ' I I I - I � I I � - I I I I I I I I � I I I I I I � I I I � � I I I I I I I , I I I I I I I I I I I I I I � I :111, LINES- SHALL BE 1 'i - I ­ � I � I I I i ; � I I �, � I I i I � I � I TENANG 1 I I � I I i � I :: � EEN I I I � 0 �p 11: , N im 1: j N1 z I I 11 .1 I I I I 1 lT IS ACCG �PLISRED, AN ADEQUATE MAIN-- ,E I f z .1 ; I I � i I � � � - � I- I � � ECTIORTHIATESTABLISHME- - - - � - _­­ I— -­­ I I oi - __ B___TWE __ - - - I D RECYC : : I VERIFICATION FROM THE INS � 11. THEHORIZ: NTALDISTANCEBE DOMESTIC WATER LINES A LED WATER I I I I I I I � I � I I I I I - __ I I I I I I I I ­­ � I I I I - I I I � I � I I 2� I I I I I I I I I I I � � I j � I I - I I I - i I I I I I I I I ffl% � I I I I I � I I I I � i � I 1� 11 : : � I I I I I I : : :L I S I I I � I 1, : : I I I � I , Zo Ic I I I I I � I ' ATIONS : : : : : I : : I - -___ - - ____ - - - PE� IR I I I I I � I I � I � RTICAL DISTANCE SHALL BE I FT� I I I I :� I I I I I C iL S I HD � I � - - FT. AN4D THE VE I I < V) , ! I PEIRIOD (TYPIl A LY 60;DAY )SHALL COMMENCE. SAI MAINTENANCE SHIALLCONGLUIDE,ONLY AFTER < � " L-1 0 P ANTINIGNOTEZ t & S 0: I I I : I I I I i � I I - I I I I I I � I I .� I I I I I : I I I I I I I I - I I ! I I � I I I I � I I � ; I � I � i I f I I I I I I 4 . I I I i I : � I I I I � � I I - ' : � � I �c U I � I I I I � � 11 I 11 I � I- � I - ; EST! WATER LINE, RECYCLED LINE M� ST BE SLEEVED I I �_� :1 I I I z � I LEAF-OUT FALL COLOR, �FiL O- WER C_O LIOR OVERALL PLANT HEALTH AND!WiTHIGTy VERIFICATIONOF I. 3: uj - I___ - I . 5 1 ECYCLEED WATER LINE CROSSES OVERADOM � : I I I �� I I 1 � I I � : I I I i: I ;I I � II6iiiiiiiiiliiiiiii : I I I I ic CEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE M11OWING WEED&NG I I I I � I I I , I I COUN: IL AG I � , I I I 1� � :1 � I � � I I I . i I I I "ICE THE DIAMETER OF T - - I �, I I � � 11 � I I I I I ­1 1, __ I I : I ­1- Lui :: I I , WITH SCH 40 PVC PURPLE PILE TW HE PIPE AND:EXTEND 51 FT. ON BOTH SIDES OF I - �_�-- -­­-------_ _____ I I I I I ­ I I � I I I � I I I I � � � � I I I I I I I I I � ________________�_______­­­: I : � � I �� I I ; � low I I __________ _______ -,-- I I I I I I I I 1 17,LE BEL: 1: 1, I I � I � I � I I I � I I i I ,E - GRADE I I I � � I � � ISIN' I E RGOT BALLS WHICH S , FERTILIZING AND I I I I I I I 1: I I , 1131E. /I 7T I I I RIGAT[ON PRUNING, RAJ__ G_ T R E - - z I l:R Pt 1 I I I I I � - - - I � ­­- -__ ­­_­­ - �?� I I I d 4 � I I I � � I :� � � I �� i � I I I � i I I I � 1: E I � I � __ � I I I I I R N'T ,NANCE ALSO I I , I I I PE, _.CARE AN: , U KEE . MAI APPLYING SUCHI SPRAYS AS ARE NECESSARY FOR PRO: lD iP p I 1: I I - " - - - - ..�, � I I - 1� I I I� I � � � � I I I I ­ I I I I I � ILR:R I GAT:ON PLANS TO CVWD W11TH STD.DRA [NG44,02 AND THESE � I I I � I ; i I I � I � i � ­ � I I : �I � :COPY AND 1-PiDIF COPY OF I I I � I I � I I � I I I I I G i - ; -R IGATION � �: � I � f i 13. SUBMIT 1-HARD : NC_ LACEMENT CLEANING AND ADJUST:N1, :NECESSARY TOIKEEP THI'E I R I LU D ES ALL REPAIRS, RE:P I I I I � L MUM -_ I � I I I � I I M:l I � � . I I I I I I I I I ! � I :: G I I F 0N:FROM I ' � I � I �E L I I F E I I I I I I � : z i R 0 I ; � - - - I . I I : � I i I WOR I : R COVERAGE,REQUIRED P� 10R TO FlIN', L ACCEPTANCE OF I N I � , 10' 1 0: T.S PARATI I I- _­I-- - ­_ - j I I I I : 1 . I I— � GENE! AL NOTES :N THE TI TLE P!AG:: AND A SO SHOW: - -_ A - IN� � ; I SYSTEM �IN GOOD: - - - KING ORDER WITH PROPER - - - - - - R I ­ - I . � I I I Ii ; Ol I ' ll I I : ;­ i- . I I iE CITY. IRRIGATI N TO POTABLE SERV110ESi. I THE WORK BY TH I I 1: � � I- I I � I I I I I � � I I I � � IN I - I I I I E, I I I I � I � � I I I I � - I I I I I I I � I � I LAT R I I I � � P, R IPE E E P 0 E ,E LI, U :0 i I � _____ i I I I I I :1 E T[ONS �15.1 I I I I I ;� I I I I N1 � - - - ­ .AL: � i G �_El - i - I OR BRASS: R � FROM M Tl R TO 3 FT-I PAST: IR P1 RTY LIN WliTH PRESS' RE REG , I C. �N � I Y CH, - �L I H � - '''EL L:pESTIC[D' APPLt C-A 14, TY'P� K-G 'P - � I I 1 0. ARPL I ATIO, OF AN LIMICA S S: ALL BE BY STATE LICE: SED PERSONN I I I : : i I I ; � � I � I I I � I � i I I I I � I I I I I � I I I � I HI � K - - I I i I I � I I � 4 � � z i I I I ,I I I D. I � I I I i- -- I t- - I Q, IRED)AND ACME,IT READ QUIC COUPLER INSTALLE I � � Q� liRE A ,D (IFRE� Ll - I I I I RE U P.C.A. REGOMM'EN: ATION, I I I � : I I I � I I I : .4 : I I ! : � � : - - - I- I_- I—— __ ­­ ­­ - ­ - - I— ­­ I I I � I - . 1- I L 8TV, I I � I I I ­ - --- ___ I—- �- - 11 -_-_ �- � __ I I I I I I I I F I i: I I I I I I i: I I i� I z I I I I iE Im. : I I � I 1, I I � �, 1; I- i � I I C ON OF A � I i T L � - I - I I �; I I z I INSEREPRESENTATIVE R I I I ,I I i I BE E: I I 11 I ::D RRE� T 1; �� CALSI D �A , I I I-— E 1 I I Q ::I i I- 0 P : � - E N � I I I :1 �i I � ; � , _­�� _, � O� I- � � ' S� RV_ I : /'o � � 15 iI ,NO L �O El � IRIRIG --T-lO-,-NS-Y...T'�EMSIS�HALLBEP��EI MITTED 0 ICE PER SYSTE 1 1. CALSENSE E UIPMENT SHALL : INSTALLED: UNI E,R THE D I v I p I I I I I I __ I I I � � I I //� I I I I � ,I I-- - - ­­ - I i I I I I ; � I I I j I I I j I � I � I I � I ­ I � I � � I � I � I I I � � � � I I I I I I I I i � I iN I I M I I E � i I z I I � PHONE NUMBER 760-438-0-52-5. 116. PRESSURE TEST REQUIRED 0 ALL IRRIGATION :: AIN LIN S. t I � I ;! - I � I I I I I I � I I � I � � � � I I e I � : : I � I � � � - - � _ . � 1. I I � I I G 1 - -_ � - - - : I � I I � ­ I -,�-������-�-,-,-,-"-���,�--���----,--,,-�����������-1-1��1--������������-,�����������������-�����������,������,,�,,���-�������-11���1--l'������-������������,����������������---1__1__l___ll__ __ � __ ­­­I - - .-��-----��-�,��������������������­­­­­� I I�11 �­­­­­­­­ !­ - � __ ­ I - - I � II ____.....__.___. � I I � I I : I I . � I = j � f 1; I : I I i I I—— ----------__ I ­__ I I E :: -I I I I i�i - 'AS EIRE III I-iiiiim--------------------,------ � I - I I I z i I z � � � I I I � I � � I � I ; I 4 i� � I � � I I �!'�i�L � i I � � I I :1 I I 4 I I ­ I � � � c I :.- , � I I - � I . I U, � 1: :LES ANDIBENCHES SHALL NOTB CTI DIN ARE WH i � � I � f; � I , ,,� I I I I FOLLO,lWN-GI CR TERIA- NTAINS. PIC-N IC TAB I E CONSTRU i I I I :D E I . f : :I 'ALL BE PROVII ED PER THI: 17. DRINKING FO I I 12, CI NCRETE HEADERS SH: I � I I � I . I . I � I � I I - � �-- - - - ­ I I , I � I I I I I :1 I I I L __ I i I I I I I f I I I I � I � 1 : ' � " IT' THEM, - - _ - I I I I I i � I I I I I I I I I I I I I I i I I I I I � I� I I I f I I I I I : � I 4 � I I I I ­ �- - I I - I �- ­_ - I I I , � : I � I I 0 I :1, � I � I I CRETE I I I I � I I E I I � I E NTAINI D TURF AND CITY MAINTAINED SH'RLIliB AREAS�8"W11DE X 6"D,EEP CON� __ - I I I I : , I : I I M RECYCLED WATEI COULDCOME I': CONTACT W� I EN CITY MAI z G OVERSPRAYFIR-1 - - R N I H � BET I I I- I I I I I I , I I � I I I I "', � I I I : : I I - I I I I I� � I I I I I I : I - I 11 __­ ­_ - ­­ - I-- - - - ­­ - I I ;- I � I i I I I � : I I I I i I I � I ; I I I I ,, I � I I L'' I I � ,I I � � � : 11 I ; : : � I I E I N I R � I - � GORATIVE WATER FOUNTAIi S SHALL USIEPOTABLE WATE: RAWlNGS SHOWING POTABLE LINES i : :HEADERS I- __ __ ;! � I I I I 18, D:i . SUBM IT D, � I I I ___ :Y MA,P :c � I � :K] N S� : � LS - ­ -_ _ - - � I I I I I I ,; I I I i 1 I I I : I I I � I I I � I : � I I � I I I I I I I I I I I I I " I I I I I I I I D i � � I I N I I I ­ I I I W RAT � I IL � L I : � I I I I � I I I ­ i I 13; I I I i I;; IO RINKI: �G AND i ECO IVE FOUNTAINS I 'G AREAS I .- I I I I ­ I I . 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BIYALLIAN'CE LAID PLArNN/NG & ENGINEERING. ------------- ............ ........ ........... ................ ....... ...... ..... -- -------- ....... .......... ........... . .......... ........ ............................. . ........... ............... ......... ­--­-----­- ------ .. ....... .. ........... ......... . ...... ...... LOS CEDROS AVEN� E ........... ............ ........ .... ------------------- . ..... ....... ....... ..------ ......... ............... ........ ......... ........... ---- ......... .... ........ ..... .......... .. .............----------- ............... .................. .................... ------------.......... ...... ----------------------------- .. ...... .......... .......... S 11 1:;M I 'M ADA AGC m ..... ----- ---------- - ---- ------ ....... > E ' AIN S PREPARED IE E-- T P- L ...... ...... ......... TO STR_ ..... REF . . ............---------------- - ----- ------------- ...................... EXISTING W, 'AT! R METER --- -------- ...... .. ...... P,........... . . ...... ....... .... ..... .. . .. D__ .............. . . . ...... N NT TOR TO PROVI' !E NEW B 'YALLIANCE LAND PLANNING & ENGIAIEERING. . . . ROTECT I PLACE. CO . ......... .... . . ......... ........... R �D INSTAL FLUSH WITHIN CONIC ETE� METER BOX ANI 10I N: WORK P�AVfl IG EDG: LWIT CONSTRUCTIONNOTES Sll ONE PEBIBLE PAVING, TYP. + (D RIVE LANDSCAPED PARKw4y TO NORT' EVISTING CARNES1 D F NEW ST REMA IN, PRO T IN PLACE (EAST:O T R CITY AP 0 D ED WITH T N AS ES[GNED WHIEN IT I'S T WILLFU LLY PRO1 C E C01SITRACTOR S,HALLN! �c NO. E R EVIS PvD AP: 0 XI MATEL LOCAT[ON0F S HAND H:OLE �HATMAY Ni 1N`7-ERSECT101\0 ­wRE'N-FlER TO! STREETIA4PRO_ D: SLCRIPTIUN f"F D_lATE OBVIOUS'HAT UNKNOWN 013-STRUCTION'S AN:::D,/o-:R- G M- LDDE DIFFEREN-CES EXIST T 'ATE' BROUGHT TO THE DURING DES,[GN. SUCH CO'NDITIONS:S:HALL BE IMMEDII PLANS PREPARED BY ALLIANCE LANDPLAAMG & N KNI� TOR TO C A R N E IS I D R V :PROTECT IN PLACE. CGNTRAC HAVE BEE ip ATTENTION OF THE LA DSCPE ARGHITECT AND THE CITY INSPECTOR.THE CONTRACTOR SHALL ADJUST CONCRETE MOW-STRI /PEBBLE ENGINEERING. v!�vl E TO GIVE SUCH: 0 L:TY FOR ALL:NE� REVISI; ASSUME FULL RESP NS11311 ONSDUE TO A FAILUR CL NGLY TO AVOID CONF_ ICT NOTIFICA I PAVIN AC ORD G BBLE PAV C EXI SIT 1 N, �G WITH EXISTI !G UTILITY, TYPI;' AJ N: R 2. F10 S ITE GRAD IINIG, RE FE R TO C IVIIL:m: G]NEE R'S PLAN. TO: REAUIN 7_E: T IN PLACE PRIO ACT0 R �NSI;BLE FOR MAKIN G_ H I MSELF F:A MWUAR WITH ALL UN DERG 0 �ND E RES 3. CONTI R S;HA,LL:BE PO R U u E UTILITIES- PIP- CT E ESIPI0NS 113 ILITY F XISTIING CONCRETE MOW C: RBI H�DER UR S.C:10INTRACTOR SHALL TA:KE SOL R OR: OST INCURRED EN T �,F SAID: LITILITIE'S. DURI N-G TO DAMN,AGE AND REPLA C' 0 CITY OF H: O CUCA : ON: GA TO REMAIN PROTECT IN PLAC E 0NS OOR 4. C:0NTRACTOR SHALL C DINATE IRR::I';lGAT:l ION SILEEVE LOCAT[ UNUER PAVED,AREAS AS R R RIGATIO'N :z T TRACTOR MAY ALSO RIEFIFF L EN,G[NE ER PLA NS. CO REQU[ ED. R F ER TO:CI V: 1:8 AL SLEEVE LOGATIOIN [N�F:O_l MATION. PLANS FORADOITION . ......... .............. IlTH OTH ER SUB 0 N'T RACTORS �RA OR ANY C001RDIrINAt ON W' 5� CONT4 CTOR SHALL BE RESPOINSIBLE NOTES ..................... ...... ........... ........... ...... . ... .... C CONSTRUCT110N OPERATION AS SHOWN.' ASREQUIREDTOAG OMP ............ ......... ....... .. ....... ................ G R............ E E A. P'L: ASE SL E PLANS PREPARED BY CIVIL EN N'EhR F0 SID, WAL-K U'RB &GUTIlt ............ .. .... . ........ . ..... ..... ..........-------------------- .... CC N EN� AT10NS. . .............. El UGI Ei D[RIS N E 'A C S SHALL BEFORMEDI WITH LON'Gil SMOOTH:: GR, DIEN770: 6. C0 CRETE SURFA .............. ......... AND!A� SiSlIBLE RAMP LAYOUT AND INSTALLAlt------------- CARNESI D:: ABRUPT CHANGES AND,SHARP TRANS]TIONS. ENLARGEMENT I iN 1 1:op.off �u L H ClO TINU IS �E R 0 CO S�ULTANT FOR EXACT ` f � U ID UTL: LL: AVE A: IN I 7. ALL CURVILINEAR WALKS, CU: L S� AR1 D BY UNDE �GR R&S HEADER BOARDS AND!Wwk S :HA B. PLEASE SEE PLA: P R PL ALL DRY LiTtLI"TIES. PIPL ICABLE.ALLFORMS MUST BE I:NSPECTED AND:APPROVEDIPRIOR TO OOITH CURVE WHERE AR LOCATIONS AND D� PITH OF sm) CONS,:TRUCT'1�0: LA- Y��O: T P: -A: A ROXU_ L0IcATlO!N Of S�C E METE PEDE,SITAL. BEGINININIG THAT RHAS E- 0,1F WORK. 0 CAT W201&00192 TO BE RELI �CATED. CONlR ACTOR TO LO Ur ...................................... N: 0 I R_ 8. IFIN THE FIELD SCALED DIMIE I N:S GONIFLI,CT WITH: STATED GRADES AN�D/ORELEVATIONS.THE nderground Service Alert MET�ER PIEDESTAL AT 18' 0 OF P: 0' SIED AP:p��RO!I: ED BY!D ICA UN STONE PEBBLE PAVING, TYR, �ATI:O:N SHIALL TAKE PREZ C DENCE, �G�N: E: V DATED!- 10 is:li WITH DES! 17514 CITY EINVNEER 0 6 R.C.E. N: Call TOLL 'FREE S LEI' 16:1 9. ALL DIMEN JONIS AIRE TAKEN FROM FACE OF CURB. DIESIGN:ED BY' MIE M RECUM D F �EFER To STAN;DARD SPECILFI-CATIONS -0 R_ PUBILICW, KS 1 800 BACKFLOW DEVICE 10. FOR COIN!'CRETE IN FORMATION I smp LI 1M �N:GA). RE ER TO 0 (GREEN BOOK.-2000:EDITION: PER THIE CITYOF RAN C. ilgi ofu B CA TLOCATE C,0146T' U TIONI TO : �E RELOiCATED. CONTRACTOI, 1601 - F Sl Renewal Date S LLATI:O( CONCRETE W0 ABOR AND CLEAN-UP. FOFI K 227 21 0 1 L:LASA:NYO:THERS,I-E�C-Ti�OINI�b ELATED TO[NISTALLAT[ON PRE SHT. E SECT I ON 4, 20 1, 31031 AND 4-00 AS WE DRAWN BY BACKF O'W AT 18 ROIP`0:s� : D DIEWALK AN�DPOST lN TA N OIF' RK MATERIALS,L 10 PAR�'T�N�fR�;S NC. MM ERS MUR: 34, Cl' 'AY, STE. 2100 0 WO'W]ING DAP BEFOR,,E YOU' :Dl Q CHECKED By., 1917 :�PA COAST HIGHW RTH 0 1:6 32 48 64 WITHI: PLANTING AREA, TY NO sU[ OF Tw DRAWING NO, O-FCAU s m:Pl MEN= ------ DAI :A PUNT -CALI RNIA 926,21 NONE= A Zi Ig M., b0t 0 0"' 7711 S 4EDULE HANDPWE COBBILM IN'. CONCRETE ErnNL,.G. BED WTH" FTATTTR' SMES UP TO -FORM A VNIFOR, 6`r: 12'r Olk lzo % com ss 01 EKH E t� F ... 71. :SMN -EW E TO B NO: l" THAN' LESS TWI0. T, 1RDS: TK D ER: OF -AME THE MNE FOK SIZES BOULDER $IM 'SMUU 00M' 00E !§U96TO A MAft PIRM UN VEIL. I 'a U,` To UNE D. ato S RFACE, SMQ R-A'D OTM AND TWE DW -0 OR IN 7 14 N P -010R" T P :0 VIR"JI, ED OMPAC11.0' 8ASC FOR PO' Wa. c 4" DW D D 18,` ik CONTA R2 Am M.R IS M: PR E Al ­ $0, "a R AlAck Si5t gyp' ,UP--' PRI'D PI, TO CONS57-;R LICI:,OF COBBLE CITY NkAPPR R CKW RK. Awst "TO AP�A 000rs V6 FL,0 W ''0' 2 MU"FINIMUM (TYPIC' "AL) TO- CUR& If CONTRACTOR AND/OR MNCRETE, PRIOCUCER NO E WITH 'GEMr,4"T Q; PRTIOR,� EXPFRI� N`C­E P_ QNGR PAYEMENTP CONTRACTOR SHALL :REIWN AN EXPERIE.-NMO CONSULTANT TO MONITO p ODUCT LAGEMEW:-o CD�l OR- S 'EXPENSF. PCRA 'ON'S DESCRIPTION OF k- 11 N T MAIIIN IN EXISTING IRRIG TIO ___0 RE PLACE. 342,998 Ga-1.1Yr 459: c c flyr 5, TOTAL ESTJ ATED APPL[ED WATER U ED: 3,3186 G TO TA L EA WU- (Eto x 01 62) x [(HA x PF)IIE) + S LA)j 4,44 c c flyr (HA) (PF) (SLA) x 0.62 x 157981 x 03 )+ 0 18:5765 GaLlYr 0.9 --------------- N% cf iI fl W12 �E IRRIGAT1,01i MAT R IAL LEGEND SYMBOL PRECIP. EL ' H IF MANU FAC, T M-101 NO.l D S, RIPTI01 N GIPM PSI RADIUS RATE iE 1 RAI-IN'R[RD RD�014imS-P'30-F POP-UP BUBBLER W/ R INBIRD: 1401 N,O ZLES1 SYMBOL INDICil 412) p0p UP:BMB;L'R:S P86t TREE 2" 3.0 E RAI; Bf RD 1812-SAM-: �RS P, P-U:P SPRAY p 0 IB RID 5 SERI' S R: ZZLES 0.10, 020 3:0 51 1.54 VV/ RA mp N 0 Bi RAIIN: IRD -SAM PRS P p 18121 Op_u: SPRAY Wit RAINBIRD 8 SERIES MPRNOZZLES 0261:.05 30 81 1.56 o R AINBIIRD 1812,�SAM PRi POP�,UP SPR Wit RAINBIRD 12 SER[ S M s AY i PR E E NOZZL S 0.615,1:.30,2:.6 30 12" SHRUB DRIPLIZ E INETARM T'LCV6-18XX DRIP TW BIS NG W/.6 GP EM]TT' S 11 8 01N C E NTE R, INSTALL TUIBINI WSA ,.,�A,-Xl�M'U'MO�F1!6-1::8"APAR EIR G: T PLANTING AREA, 0 ALL TUBIN�G SHALL BE INSTAJ ED ABOVE FINISHIED SOIL GRAD: AN! 1 5 E W1RE STAKES FIVE F1 E ET N 0 CENT- ER :D: 3" B LOW M LCH W,,-/, 9"' 'I VERIFY THE LAYOU11T AND P CINIG 1: E NS. A THE FIELD PRIOR TO STARTING WORK. INSTALL PERMANUFACTURERS SP CIFICAT 0 11/4" SCHI 4 MANIFOLD TO R: N T E LEINGTH OF EACH DRI: L[NE SYSTEM. LOCATE VALVECENTRAL: Y WITH IEACH SY I B NO SYM` Oi IM: NETAF; USETE H c LINES AND DR[P TUBRING INSTALL LINE' FITTINGS WITH PVC TEIE OR ELL FITT NGS FOR CONNECT[ N, BETWAIEENPVC LATERAL 0 PER AN' :FA TU RER'S SPEGIF] CATIONIS. oe NETA V T: CV6­12XX DRIP TUBING W/.6 G,P-:H EMITTERS 12" ON CENTER, INSTALL TUBING: N PLANTING: AREAS. ALL TLIBING� SHALL BE INSTAL,LED F' H ARO -INIS; :ED SOIL GRADE AND 3"BELOW MULCH' W/ 9' WIL A N � �_;R- VER �FY H1 AYOUT AN,, D SPACING RE ST KES FIVE (5) FEET ON GE1 ITEI I T EL N THIE F:: ELD PRIOR TO STARTING WORK. INSTALL PERMANUFACTURERS E F SP' CLI:i ICATIONS. NETAFIM TLS)OV` MANUAL FLUSH VALVE AT ENWMIDI: LE OF DRIP[LIN:, E 3/4"PCV FLUSHI MANIFOLiD L NE, INSTALLFLUSH VALVE INS11 D D;E AS P RATE ,VALVE BiOX, ONE AT THE END OF TUBING RUN�SI MiL 0:­0: NIEACH: DIRECTION. INSTALL Nl. NE FLUS VALVE PER 101 '0' F TUStNG INEACH I 0 DIRECTIO'N0N DRIPLINE FLUSH MANIFOLD. INSTA1.1- 1!8" FROM PAVING. i:NSTALL LUSH EQU413MEiNT PER MAN'U' ACTUR �R' ALL F F S SIP EC I FICATI-ONS. NETAFIM TLARV AIRNACUUM RE1.11-F VALVEIN, E STALLIED WITH A C0NBINAT1 u, X 1/2" RED CERB ON TEE AND A 3/4 INISTA i E LL AIR REL I EF US ASSL:EmlB:LY::i!lN�S:�l�D:�E A 6"ROUND VALVE BOX AT THE HIIGH: 0 N'T OF EACH PLANITEF p R, MIN. 1 ARV, PER 500'OF DR1PL[NE. USING Al R RELIEF �p ARV'S SHALL BE REQUIRED LATERAL, GONNECT AIR RIEL E TO ALL DR IPLE I VAJLVE LINE LATERALS WITHIN THE ELEVATED AREA. MULTI ;R1N LA N P RCV WITHUNDU T1 G AREAS VERI INSTALL VALVEBOX 18"FROM PAWN1 AN G D AT EK HIGH PO!iINTS OF PLANTR A -REA. INSTALL ALL AIR VACUUM' RELI FEQUIP ENT P R MAN 'CTU RER'S SPECIFtCAA 10Rs. UFA g P!.O.C. :p ML EXISTING - 1.5" �OTABLE WATER ETER (TiO BIE: S) wil, E: VI E LI; IZE LOCATION AND: STA 'I'C PROVID'ED BY OTHER 2 S; R NE, VERI FY S� WATE: PRESSU I N FI ELD. AV, AILABLE WATER PRESSURE 1: 0:7: S: R R11 i I W;LKINS I EXSTI- NG SE RIE-5 S Go: S: iu 11 i TA FG. R INS' -LL PERM 5 PRES URIE REG: LATO FEBCO EXI-TI11 G-8225YAl-1/2'" REDUCED PRES R CKFLO T1 N ICE. INSTALL PER MFG. IE BA REVEN DEV I S p ERIOR EXISTING - 31 00:NORMAILLY OPEN 1-1 /2"MASTER CONTROL VAVL: E CALSEN E S EXISTING m:F: m .B i D FLOW, SENSOR. -125B 1-1/4 :RASS E TEE MOU NT I. C N 8 0 1 1f - 2.511 Tim15,85i­70w6)0,GATE VALVE, LINE SIZE. RAINIBIR'D EXISTIN,G 33-0,NIP W,T, 33DK. LOCATEEVERY 150' RA i RD EIFB-CP�PRS�D SERIES BRASS 130DILIE-0 ELE TRIC G NTROL VALVE. SJZESIND� C 0 1' ATED. N TAF I'M oJLi 0 fio :F mtoi % F 54AGIRM AN: D 1 LVCZS 075*mH'F OR'oX 'tUSHRUM U: LOW 4.5-17.6 GPIM DR1'P 1 LVCZS80110, 75-L FOR FLOW 0 2 F GONTROz: ZO NIEKT. IiNSTALL IN ICONTRO IL ZO :�E KIT IN A SINGLE STANDARD RECTANGULAR VALVEBOX CALSE NS E EXISTING CON'TROL' N1 LL: R'B'- ET-2001 1 4,8-LR/R,RtW/TP-1, TP-1 1110 W/ LR-D� :ME. INSTALL IN' V.I!.T. STRON-G�B-O S, LESS ST EL METER 0 E oe EN. LOS: c URE MODEL NO. SB-24-SSmt1210/VOLT. N/A 121IIAN VER11 ACTUAL LOCATION IN FIELD: AS APPROVEDI PVC:PIPE 3/4" TlSLATERAL LINES 12" BELOW GR DE A m� ME= mom AS APPROVED ip PVC P"I " :E 25" CL. 315 AS MAINLINES 11 8" 24 .BELOWGRADEL, REFER TO MTAIL FOR DEPTH. N SYMBOL i OLV AS APPR: ED C014TRACTOR TO:P:-R-- ESSURE TEST MAIN LINE AFTER NEW C0NNECTIONS. (1 50'PS1 FOR 3 HRS SEE SPEC:I-I S) KI nl: Q`NfRAM li- 0 A MMM NJ== m 1 IMIC m, II I n _r m 1 ZC clk-r A I I r--M Mr_� M_ Mr-mr A 1: 1: KA A ClUkAl UAVIC NOTES. s ;N t R AL11 dE E F D OR [DIEW A. PLEASE S E PLANS PREPAR:EBY CIVIL ENG1 s Cu:RIB & GUTTER ANDI AC CESSIBLiE RAMP LAYOUT AND:INSTALLATION RE1 OM N:DA [ONS. :D R UL 0 N[D UTIL,,11TY CONS TANT FOR B. PL: ASE SIEE PLAN: PIRE P AR E: 1 BY UNDIERG: 1 U ExACT LOCATIONS AND D`EPTH OF ALL DRY UTILITIES. 0i C. REFER TO SHEET L-9 FOR N RTH PLANTING D__ ETAILS, TYP. 0 16 3:2 48 m KEY MAPI I VISTA STREET E yy z. r. A DESIGNED By s mjjJ. ..:: S. DRAWN BIY� CG A iT. 0 F CKED 13� imi DRAMING No. s . .. . .. �2433 L .... . ...... a. Index sheet stating Contractoir's a iddress and te-1epli e nmber, list of m PVC:ptpe 7. All ust beat r the, f o How ingt m a 'rkinigs e sses of localmanufacture-es represent. utpimilent with n a,mle and aiddr atives. a. Manufaidturer's name. b. No- minal pi;pe size. b. Catalog and parts sh-eets of eve-, t pe of mateflal andeq ment yZi P c. S chwedule or Gl: installed. d �i nign P.S.I. Pressure rati i c. Guarantee statement. e ova� cla Pp . INIS (Nar iornal Sanitation Fouin tion) a f ;Date of Extrusion. e1n, t ra ig n n a d Comp1e, opei; fin� at d mia:i- ten mice instruction: olin all m, ajor quip,ml _t. e e, i gAPli Approva 1) i. UP.C. Shied Logo ("It J tion to: the above rneMionled: mainitenlance rnaniluals, provide the n 8. Al'i l'ittings sli bear the! Manufacturer s riamle or trademark, mate, 'al a pri te- rnatntenaince peirs-o-ontnte with instructions fol ei� D ro a I r major equipirn n Pill app able I.P!,S. sc deisignatioln, s tze ]i hed-ule and INISF sea] of a. proVa]. P. E F . Equipm,ent to beu: rnished C. PVC: 01 -P Laterai ii I Lin a P", N ressure 9 !D fol"It wing to,o ®. n ni IRS 1 S p1y the ap p ro, p-, d t aintena: ce i ei o el with the o U a i: e i P ili be PVC Ulass 2, with 1 . Non�pressure ried1laterat lin e pJ,p'ing� sli I so n: ve, tiiiiwealdj ints. a -a em b n, Two sets of spe-clai tools required for removii nt ds ssi 11 adjusit'rig each ty: e ol a inin er and vallve sup,pilted. f pki 2. Piptie shat I c I biet made r rrn INSIF a ppro ved typel Gradie I: PV'C: ornpound coin,. rmtg ,P" iD: .Alpl u, -t milel t rn's e i e ves. b. Two fivel i(5) Ilbo valve k fo; o; eratiori of giate vall t ys. r P i requirern t f or -it, e_,itr­.ig e 1 c 'n -22-70 witht an: 'ents se h i F 'citerall Spi cffi at, o s ps a- PPIrate standaard dirnansion ratio. t C etir f r ea- -h a utorn, bc cointro I Two (2) keys le 'alra, irap[rhis 1 and 2 and part B: f thi secton al] 3. Exci pt as noted in �p 0 ing: �o: r eve y C d. One q'uJcik c o u p�le r key an d: mat tchi - - h s- s, ivel fori --,r- five (5) quij k -e require"rnents for non s re late r t �il ra i e 'p fitti-1 igs shal' be the rid n Pre ini pt -e at P t'; 7 ris covI in�gl va J ftalled sai e : s for sol s and fi it set forth: vent -we di pres �n, H P m a -u mai, Ine 11pie ris as - in part Bof this sectiOn. :te e ri ti, I 2tal 0 . T4 above mit n-tioi ed equip%m:ent sh 11 be tuirned over to the 1 writer at the ry conclusion of the pro'lect before finat site oibs i- ie ation can: occu e b UV, 'I Ine iping iinstallied on sio; suri e shall e: R­ 4. Non, -pressure latera 11 P11 pi PVC sicheduile 40. Pipe sihail be: :PVC 11 11 20 Type: I Grade I P martuf ctu r ad i a d1l ng of PVC Pip 9m F . H n i F i ings esign, i nw, d i accordan-ceiVth ASTM d: tion D- 17 85. Pipe shiall be ni fact i ina The co d intractor is cautioned !to exerdse care in hia:nd1ins loading, unloadin an C line Pillpi byBrown-, e ofn�p -any. t it to ,J, a b jec PVC: pie sha1l fite: fl -so as not to sut swri,rig of PVC fittinigs. A I P rate riv i undue benidrig of coricent -t.wd external loadat at'. po: nt. Any section of p) 1pe P! -fings srhallbe UVR-PVC 11 213r Ty de 1, manufal ture'd in accord 5. F it pie 1:, G ira C ance n -ed a ins al] be thatli been de tv, or idmiaged will ble dis-cardaid and if _ztafled, shi I i ion rii,gs with ASTM desginat" Diw*2246. Fitti shiatible: sichedule, 40, and n is �h replaced new pip,it g. Pipe and; fittirt-g s-: all not be stored indirect suntlig t. -raw rn a nfinve P�i e Goi, n manufactured by B, p y. p G. Guarantee le confrorrin,ing to the 6. Solvent cerni,ent sli n ine Bo Cernen 1 n -Titl 811 be: Brow 111 d' 1 . T ar ritee for th el spin n klier irrig at- on ,., The �e n, acco: -d'ance he gu; -stem s�ha 1: mad,: tir n io'n : -256-4. ApiPly an: approved primer requitriernertts of ASTM'deslg� aff D with the attached form, r -T: t le So Iveirit Cerne e Biond i I fig, to the at: pficat on of Brownlin� ri, when jouning UVR-i`C pipe and fitfinig coniniectu o ns. 2. A copy of t e guarantee f1b rn shail]: be inciludi d in th ations an- �h r e e opier.- d U t it ce a n n ma, eian, mal al. 7a Rise ir stabilizer shall be per detaila o, h e n ra 3. The guaranteet form sh! 11 be retypied into ti Cio,; it cto, s lletter ® Pilpe: stabilizer shall bepair detail. must contain the foiltowffina information: 9: 9. isr aidapte rs'shall be of UVR,,_-PVC mate w'th cockin screws and sh 11 n I i a at u e si 1 it I er t,'rriga n s yss We hereby g, aran, ee that th pr riki, tioll t �m� we have furnJisithed :B n SIRA- ro R-,: RAA­ be: w! fine N: SH, 5510r S 50 0 or 700. h n d: instalt d is free from defe- icts, in: materials aind w oirkmanshElip and t e e work has beian co; In pleted in, ac C, an with the d ra- w-i n es. Wei ing and ot rd e . riis Dass Pipe Ffting pal re rias o: agrese to r e-, ir orpJace any deifects- in: atie I ir w,hi p, :h I - -nth, d wing's use e, s 1. rIn e irrs W ee ` d'cat d o te t a b rai screwed: ptple conforming lu'ding siettling of backfinted areas below, grade, wht'ch may dievelop t to Federal Specification P ed . a r0m dae dUrIng the pi o of one (1) year T t of accepta n- c e 'a- n d also to t, ire a c, r mi ing of repair or �Place any damagie resultiiing Trorn therei ir ag o� repl p r tio 2. F"tt'n �g - sh al'i be red: SS coriifdrideral Specif, n N'. t H s b n ra e such defects -at, no additional cost to the ne`. We sh'all make such WP W 4-60. repa, to r r e- pJacern nts- within 72 hours of no,ffi tio(n thatrepair work is ,ry PIT ce, C n ecessia, in time a er t of w nit e ni: ::not e from the Ow- ner, we re P. F-Hrings E. Copper:__ Fitt' i e ro, a: a Uthorize t e: 0 nerto p- ceed to have saird irs orreplacernzents el - 1. Copper pipie shal."I be Type "K, hard teirnpi red ASTM: 88 and fittings s haill r explense and: we wi1t ay the, costs a d c arg r Made at lh es the!� efore Oui P - coirdance with ANSI B 16.22. ble wrougi)ht solder Joln't type ini a,c U pondem nd. a 2. Joi,ntssha:lllbe',_,,ol',dee-,dw''hsive:rs,ol�dze,r 45:% silver 151% copper 16% i - P �e r0ii ct. - - at d solder at 1 1 fo� rinting to A MIUM n n r TM: B 2016 and zinic, 24% caadt 1125 F, ca f 13 Federal! Specification QQ80i 6,55. Location- F . Thirust Blocks, 1. Thrust Uo for ri, g-tite: )m- shal]: of size and! typ, bythe pe e cks in I e requir P b ris r i at I m a n ufa cture s- I'lation gu'de. Signed - Contractor pre co nig cksi u swc a h ritinert- vent at y coin Cre. e frot m ml 2. Form thrust: m o brlol k in tw pil iel. Tht ust b1ocks sha.lil: be,: lei een so d so,il and the 11n contact with th 'p r b fittini Address: G U -Up,g V 4, Ives . Q ilek C o in 1 . itck coup1l. a va,lves shall have a oneoiritwo: a U n pit -ice: esqn body dt ed for or Pli -ne: i co ey or i r k wo,rK[ P-re o f 15,0 P S. 1. op e let wi h q u:'c:k: u, Me vel SSUre key. Date of Acceptance- 2. QuIck co, ling vaives shall be: e; de ail: p p r 1 MATERIALS I - : U Hi, li Pre-venifion! n a1c ow - - s, A. Geti;,n era L Use on,ty ntew m a- teriaypiw , z1a 'd type a p,u;U plipti ved specified he'reiin or az equals. TO a In-dic ated:: on thi e dra- w`n gs. All spirinkler tringai fternis th, t are usiin,g tion sysl rn quire backflow preven'' e Water fiiiiii the por re tabi4i watesystem sh'al'i B. PVC Pr essUi Main li e P Pe ,re a 'F ing, fi'o; X ce n: IT, cc da ni� with Afl: baickf lo w pr ev ea -in - u1nits shall be "nisi d in a -or, J, ipt g arg 1 Solvent welcled ty�:: pressure m:,Iai;n 1' in for silzes 2" and: I :er shall p P1, P ew t requireniiiiietints, set forth bi oicail codes and County:Healtht Dei,,arm n Y be PVC Class 3:115. requireiments. 2. Pipie shall be made from NSF approved: Type:l,, Gradel IPVC:compound pirev I s - i -1h -a- I d 2. Stra-iniffs'--or ba ention: unit 111 have a brionzed screw, M I ific" pipe m: Conforming, to AST� res'n, spec -ation D-1 784. Al ust meet _J body ib r s lZes, 2" an, d smailile',r and: 125 I[b. i !at niged i ly for sizes d ro n fl'. t I Spiecificatiort: equt, tmenis . 2-70 with n r e t as set fo rthl 6in cleria _j:Z: - trinum ni, a mi larger. All t i, ers shall h a 301- esh mone wye st �r ral X : S.D:R solivent-weld p�lpe. an r i :( ap, rG riate st -da d d i eins on:: pi ip m J N ov d: e 1 : q u screelin and shal1be silirnflarto Baile; o. I 001B or a p:plr y 3. Pressure main Itne: ping for sizes 1-1 /2 aind smaller shall, be:PVC 1® Gli ck Valves I le scheclu'lle 410,with solverittititti d4_ d joints. 1. Swin teci a, I b. W. 0. ;G. b c g c h k v at Iv_ es, 2 nd sm 111 r shall: nize ae le 200 ro 0 re s a ucton wtli ep I. acea:btsition ne-orrub2ber i hi 11 'a st riircom.p, neopi iisc and: e sh J� a ornPo' n 4P0 a-I'li be:made frorn NSF ed type I G r de I PVC c aPPItrov m1ei or; xceed Fed' P c 1 in W\A(4-5 lt d Glass A. Type IV. e eral Si te iffIcatiol si me: U -t etri ingresin a Peciftcatio in 11 7'85 AI'll m coi form. to ASTM pi Pe u rne-nts setforth in Fed'ei SPecification PS-22-70 (So1wvrit-weld: ra el 2. Anti-d s s' a I be, of :heavy d uty vi r cuon h Ir ith FtitI.P. rw va' ve i J, rg tn PVC I it 4 1 n te s �ie: thread in 'let and: ou let. n'teri irts, shaill be stairit'lliess J al �d neoprene. �p 5. so]'vent-weldt fitti: PVC tgs sh be S, hedu1e 40, 11-27 11-1 NSF approved !a]: c, b; To An, ti-diraini val1ves sh,a I fie�d ad'; stai-bile and must p vide from 5 to 40 J 'rnflartotlh st pi ;616 co:nform',nig: to rineet ASTM: te -t ro cedture D-24 as rnanufactuired by in an I w feei of hei Anti i -d: ra' d exrcess flo, valve sliL Valco in U D'r nd' u, s-trie a, pir ed; equ. ADV or al. 6. Solvent cement an d prtirrier for:PVC solvent-wel d nd fittirigs shal'! be p pie a J. ate Vail G I i of ty, 'I'latton S1 ibied b, themanda, ul r. pre cr ct, re; pe and insta miethod' y m I I hiaH be 125 111b SWP bronze gate v I es with 1 Gate val, �s, 3 and si a 1, er s- I !1, d i1sc: and s-hial1cw1b;rm to screw -in: bonnletnoni istrig: ste)�rn at; s0i'd wecig Federal Specification WWAI�541 T piet I Class A. yi p, e e ut 2 a -ds and shal'b . Gate valves 3" and simailler shiialill have thre 'ded en ! ped a with a broinzeft nd Wheell. M DESCRIPTION! OF REVIS10IN ... ....... E LEGEND TIRL WATEE R 0, SYMB �L BOTANICAL NA,m�:E COA4MON NAW FORM LA,:G�E�-'R0TR0E;m:JA:. IMUSKOGEIEP 24"BOX L L A VE ER CIMFE MYRTLE STANDARD 15GAL� m 4 0 1 U PS:�S LA R LITTLE LEAF MYRTLE S7ANDMD SYMB0 L B,oTA,,l N I CAL NAME SIZE W, ATER U SA E QTY. COMMON /VAA4E SPA E ULS, LANTANA x "LEMON SW RL 1 GAL. L 50 LAN7A/VA @36"O.C. N'D NAIND INAD 021 MI STI:UA W00NBAY 5GAL. m 124 MOON 8 Y HEA - - �!!A VENL Y BAAM00 @2470�: C. TJ TRAG ELO;S Pt�RMUM JAS NOID H; 'ES: ml 1 GAL. m 13 TV (D TULBAGHIA V: 0LAGEAV 51GAL. m VARii!�BGA TED S0C TY GARLIC SCALEm- 1: 16 fxwoltv 0 16 3:2 48 614 I III TR K PPI TEC T- IN PLACE PLAINTE R' R1 GATED AREA 7*EC T IN PLA CE VISTA STREET PINON STREET LOS GEDROS AVENUE s. xa NSIGNED BY- VN BY CR 10 01F iqp! GHEC ED BY. SM P DRAWING NO . .... .. 2 4334ikL TR - .s �I�NG �: s � .FI lill pilillill! I I iiiiiij I ._ i 0 0 �IN S.' --QT 11 V"I SCALE 1- - i I` F� t d V 4 G l c I e- v y SC H EDU L IV. LANDSCA, E MAI; NCE OWN �. isb.}°�'d`' �,,u�`�+d�yr,}�} �t,p�r,�}h�'?r� ,,�h'� ��."����r,rp�+.�.,,.,r•�m�•°" ; SIM ......... ... .. o......... ` . ......... ......... . . . . . . . . r a n S w m i f c y f! r ESJ SMP, 3 5 a i e I # t DRAW BY. �smu. S�HT. 1: o y � OFa CHECKED " mp� ..� • . . . . ..... A' xe z 24331M