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Home My WebLink About2335-2'IRRIGATION LEGEND s�>•wf��YO�a�� SYMBOL MANUF & MODEL NO. DESCRIPTION PSI GPM RAD, d) 'Rainbird 1812-15Q 12" Pop -Up Shrub Spray Qtr. 30 0.93 15' E) Rainbird 1812-15H 12" Pop -Up Shrub Spray Half 30 1.85 15' 0 Rainbird 1812-15F 12" Pop -Up Shrub Spray Full 30 3.70 15' 0 Rainbird 1812 -15 -VAN 12" Pop -Up Shrub Spray Adj. 30 1.85 15' Rainbird 1812 -10Q -'-LA 12" Pop -Up Low Angle Shrub 30 0.39 10' Spray, Qtr.. A Rainbird 1812-1OH-LA 12" Pop -Up Low Angle Shrub 30 0.79 10' Spray, Half • Rainbird 1812-1OF-LA 12" Pop -Up Low angle Shrub 30 1.57 10' ' ,Spray, Full Rainbird 1812-15-SSTE 12" Pop -Up side Strip Shrub 30 1.21 9'X30' Spray Rainbird 1806-15Q 611 Pop -Up Lawn Spray, Qtr. 30 0.93 15' P] Rainbird 1805-15H Pop -Up Lawn Spray, Half" 30 1.85 15' r1 Rainbird 1806-15F (" Pop -Up Lawn Spray, Full 30 3.70 15' Rainbird 1806 -15 -VAN. Pop -Up Lawn Spray, Adj. 30 1.85 15' Rainbird 1Bob- gQ-fLT /v" Pop -Up F t Lawn Spray 30 0.39 10' Qtr. Rainbird ' 1806-$+i - FLT to,, Pop-up Ft4� Lawn Spray 30 0.79 10' Half Rainbird 1806-$F= FST (all Po p -Up FlAtLawn Spray 30 1.21 10' i Full PIPE SIZING CHART - �., MARL -AY AVENUE _ 3 Gatc �'vc ii�C 5i 2e IN ��. Px�X M4,.'.mx-' s24 25 2s: RANCHO P.Y.G.CLASS 200 LATERAL LINE PIPE s � St EE - - 1- e e DRIVE IiII - 2" water Meter Verify Location in Field -51ibd f�KI'M �aG�Flc- GPM PIPE SIZE E - - — 2s 22 �• 7 lei. I -�� FEBCO Mo. No. 825Y 1 1/2" Reduced Pressure Backflow Prevention Device-�3�,�g5 ^ t►�5�al� iV1 IAI Wi =' 9 5(5taht e,�ctosuvc I,c Deur ora roved e l I, UJ� -- re �° I� � `� 2 t 0 Rainbird MO. NO. EFA -CP -PRS Pressure Regulating Remote Control Valves --13rl ` 5i7.� voialo' �� 10 ��e r N dr +'la5�wr MaiSturc. SGnsor N�-�Zo T-v�5t4lf- r M, 's cf ic�'0ti5 wee <Pkt. L-3 -4%. 7 — I I $FREE 20 �}: + 1 ` A.Ic W� ' EL CENTRO y I I LU .. Q Rainbird MO. NO. 33DRC Quick Coupling Valve- Bra55 o.7 4A t2 } t3 i9 1 W t 14 18 AVENUE CHERRY r •— - ---- - -- - - - --- - - W ►noir MO. No, 7F� 1 0 Com -trod cl�lve ~P�►�ss - / "Y" F�1 a�uC ' -Gssuv� ulafe� NOTE; CONTRACTOR TO � INSTALL PRESSURE COMPENSATING t 2 15 1 117 ;m W - SCREENS .ON ALL RADII REDUCED 25°x6 IN THE FIELD, Irritrol M0. N0. MC Plus - 36Station Automatic Controller n �� 41LAQELPMIA AVENUE LABEL ON AS-BUILTS CCC��I pp Irritrol MO. NO. MC P1 us - stat ion A;:tomat i Vontrol ter' LOCATION INDEX NOT O SCALE Lid � CONTRACTOR- TO. PERFORM MAIN LINE HYDROSTATIC. -'--------- Clii 315 PUC Main Line - 2 112" - F?>ur,4 lb" p-eep WATER PRESSURE TEST AT 150 P.S.I. FOR 3 HOURS,'-'" Class 200 PVC Lateral Line - Size Per Chart ALL WORK SHALL CONFORM TO CURRENT CITY OF - - Bu rj � 1 �'f �� - FONTANA STANDARDS AND SPECIFICATIONS. Sch 40 PVC Sleeving Under Paving 2 X Dia. of Pipe *MOUNT CONTROLLERS B & C IN "PACIFIC ASSEMBLIES" CONTROLLER ASSE_MB_LY UNIT MO. NO. CA -22-36 36 (1).' Cc. NTW)L�LER/VALVE NO. MOUNT CONTROLLER Z IN "PACIFIC ASSEMBLIES" CONTROLLER ASStMBLY UNIT MO. NO. CA -12-8 (1). VALVE SIZE PROVIDE OPTIONS RRA -ANT & RRR ON ALL UNITS. BLOCK WALL -__-- GPM � CPNC. M W O , C P ST.RIP .TYPE, --- --� t�a�iln !,.►ne gib,- C.antlatl ur wig w�+/e x pit ov+ Co�S - + I Oto 01A0 vAIve bec {;f {i�ilcre c'onn�►'Or N 19 18B 1 16B , 18B .14 W" !28'� "10B 9131 of ■ LANDSCAPE MAINT'E'NANCE DIS J � M ■ LLJ ■1 W ■ MULBERRY y AVENUE WIN 0M yv 40 LU ■ �J 1• 3/�cr � tl I 3/4l '1/'�illI/jam" I/Z VVA (h" 9i/ 'f 3�q 1111 %/�!� f�y4 Z ■ r6Z ('07Z U ■ Q� ■ ■ i ■ '.• 'r � .•.' ". •� ..•,� .�• ,• .�•+ 'r . j r• •.� t , ./• ., •• " •+•• �•• r , - ,�1,r'r I ,. '•+•f• .7 •'I '•r �• �� •. •r •.• ,' . r �• '. .�I ', . ,�� ■ POINT OF CONNECTIONrn T ff 2" WATER METER (VERIFY LOCATION) O ■ EXISTING STATIC PRESSURE• 109 PS1 N I ■ F- ■ W W ■ cin ; W cin W Z J U a DESIGN PRESSURE: 65 PS! MAXIMUM DEMAND:" 46 GPM,--^ ELEV. @ METER: 71' ELEV. @ HIGHEST HEAD: 85 CII =f%u In A:1, RA C. r=r2 0_ n A Milkil CT' 8B' 5B 4B TRICT' CONCRETE MOW STRIP TYP. CONC. MOW STRIP TYP. FUTURE BLOCK WALL yz„ l•w I I I ( I I I I I I i 'Id" .��O��!�l I I d�Il I II LrfiteY�I _ I IvLAMB _ I � / I i I I I I I I`:�I�I II■r��l!li1� I I FAX iwt'r�'��'�>�s>l•l�r�wlti��ri��r.�a r �rww►��ir�� ira��a��a»sli!!�a w+—at.��:�� —AV'' � rt R EM �� >•1�itl�r. ��—tis��. ��.�w.�..w�ra.w��r,�r,�+� �/=�1•��1��^��Zi��ri� � f PALMLAM A Ulm _ �a7.��/lam ��dw_a.�:& m 110w�+��i��w� �a�� i�11rr��=I�v �r��s�nw�iY� E��w•w�w��r% �—rar�w i � r - 35B 34B 336 32B 31B - 34 29B 28B 27B; 26B 56 23,B� 24B. 22B 21B �OB■ W _ 9 ��li�3�/!j �JL,Ir l! Z ` ■ J POINT OF CONNECTION LANDSCAPE. MAINTENANC,E DISTRICT �U AT 2" WATER METER (VERIFY LOCATION) EXISTING STATIC PRESSURE: -I09 PSI MULBERRY. � Q DESIGN PRESSURE. 65 PSIAVENUE'MAXIMUM DEMAND: 49•GPM y _ _.. — I - _ y _ �/l ` ill/� f % 1 - ! _3f �� - 3/ y ' i- y , �,AN S CAP 3l 3� / r /�/ l y L" lli' '/2 %Z �' 3 A i lf� 3l ' /�+ ��Z� �/2 /Z �/ 3/� Z //Z ■ Q �' ESE -V.- C�? -MEQ E R: ' -- - - - - - - - - -- -- - — r-- ^ .�. --_. ELEV. -3` ` 3/� !`� 3/ 3/•�" �2 `' �/z"/z" �lz" c/i ! i/v3/� h 3"/ Zu �•�3/ 3/�" !/z ' ��z' ■ �`�� 9�' _ _ -- _ y -- --- - -- -Cn - - z� 00 3Z 4Z fr5 Z ■ 2 I { ►� Mill N ��ql 225 F OF CA ■ 0 4 mth .. 1, , / ./ _ i .' .' '• . '. . , • 1 ■ U W ■ ■ ■ ■ ■ ■ i SCALE: 1 "=201, z�b ,Pi2A 14 r�si��w�ws��•��'r.w�—��w�iw��raii��s�lirsF/&FEWOW s�>•wf��YO�a�� i��ii��:�w��r�w�►diQt i� s��w��wrr_�-��J,i��t,�l��r��.r�w N 19 18B 1 16B , 18B .14 W" !28'� "10B 9131 of ■ LANDSCAPE MAINT'E'NANCE DIS J � M ■ LLJ ■1 W ■ MULBERRY y AVENUE WIN 0M yv 40 LU ■ �J 1• 3/�cr � tl I 3/4l '1/'�illI/jam" I/Z VVA (h" 9i/ 'f 3�q 1111 %/�!� f�y4 Z ■ r6Z ('07Z U ■ Q� ■ ■ i ■ '.• 'r � .•.' ". •� ..•,� .�• ,• .�•+ 'r . j r• •.� t , ./• ., •• " •+•• �•• r , - ,�1,r'r I ,. '•+•f• .7 •'I '•r �• �� •. •r •.• ,' . r �• '. .�I ', . ,�� ■ POINT OF CONNECTIONrn T ff 2" WATER METER (VERIFY LOCATION) O ■ EXISTING STATIC PRESSURE• 109 PS1 N I ■ F- ■ W W ■ cin ; W cin W Z J U a DESIGN PRESSURE: 65 PS! MAXIMUM DEMAND:" 46 GPM,--^ ELEV. @ METER: 71' ELEV. @ HIGHEST HEAD: 85 CII =f%u In A:1, RA C. r=r2 0_ n A Milkil CT' 8B' 5B 4B TRICT' CONCRETE MOW STRIP TYP. CONC. MOW STRIP TYP. FUTURE BLOCK WALL yz„ l•w I I I ( I I I I I I i 'Id" .��O��!�l I I d�Il I II LrfiteY�I _ I IvLAMB _ I � / I i I I I I I I`:�I�I II■r��l!li1� I I FAX iwt'r�'��'�>�s>l•l�r�wlti��ri��r.�a r �rww►��ir�� ira��a��a»sli!!�a w+—at.��:�� —AV'' � rt R EM �� >•1�itl�r. ��—tis��. ��.�w.�..w�ra.w��r,�r,�+� �/=�1•��1��^��Zi��ri� � f PALMLAM A Ulm _ �a7.��/lam ��dw_a.�:& m 110w�+��i��w� �a�� i�11rr��=I�v �r��s�nw�iY� E��w•w�w��r% �—rar�w i � r - 35B 34B 336 32B 31B - 34 29B 28B 27B; 26B 56 23,B� 24B. 22B 21B �OB■ W _ 9 ��li�3�/!j �JL,Ir l! Z ` ■ J POINT OF CONNECTION LANDSCAPE. MAINTENANC,E DISTRICT �U AT 2" WATER METER (VERIFY LOCATION) EXISTING STATIC PRESSURE: -I09 PSI MULBERRY. � Q DESIGN PRESSURE. 65 PSIAVENUE'MAXIMUM DEMAND: 49•GPM y _ _.. — I - _ y _ �/l ` ill/� f % 1 - ! _3f �� - 3/ y ' i- y , �,AN S CAP 3l 3� / r /�/ l y L" lli' '/2 %Z �' 3 A i lf� 3l ' /�+ ��Z� �/2 /Z �/ 3/� Z //Z ■ Q �' ESE -V.- C�? -MEQ E R: ' -- - - - - - - - - -- -- - — r-- ^ .�. --_. ELEV. -3` ` 3/� !`� 3/ 3/•�" �2 `' �/z"/z" �lz" c/i ! i/v3/� h 3"/ Zu �•�3/ 3/�" !/z ' ��z' ■ �`�� 9�' _ _ -- _ y -- --- - -- -Cn - - z� 00 3Z 4Z fr5 Z ■ 2 I { ►� Mill N ��ql 225 F OF CA ■ 0 4 mth .. 1, , / ./ _ i .' .' '• . '. . , • 1 ■ U W ■ ■ ■ ■ ■ ■ i SCALE: 1 "=201, z�b ,Pi2A 14