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HomeMy WebLinkAbout3157-124 1 r a It AV*� a a! a 7-C/ 14 1 w, E-25 20 ate, 111211 j ����� 1112" a ,� 20 D-15 vv C as SFT 1112'' / / ♦ a®a a,�a 3/4 ♦ f Oi 3/4' ; 25 3/4 1`.�. ANY 11/2. 3/4. /4' yf 1 314" ` Q ♦.* Joe 1 /2WIN In LANDSCAPE �/ ♦ r 3/a• J 3/4.. ,°'°' , «; ♦ ;� oQ , 3ia"; r ..; 3/4' 3/4/ ARCHITECTURE /® 9 SITE PLANNING 1� CST.. • / ° ' ®� ,! j +3/4°f, /4" ♦ y E-18 20 10621 Church St., Suite 106 "Al h! L.lj4� O t 1J 0 3/4 • 3/4' Rancho Cucamonga, CA 91730 I4� , 3/4" 3/4" / 11/2" (909)484-2800 . 1—�. fi� �(� L.© �1 � 3/4" t ♦ • 3/4' 3/4 f ♦ �� / ,� Fax (909) 484-2802 !. /4"n ,.% RichardKrurrwiede e 2 -� �- ?.ONS 1N t►X-X, , 1� 3/4 1 / / X ♦ 14 AZ Lia #2834911 -i 0 3/4"� ♦ AZ Lic #29115 �, E-24 '� I4" ♦ �r3/4" ♦ NV Lic. #446 u `, ♦ /!! i' ! It ��, Yti6br ado° TX. LIC. #1684 � L Nr- � es -T S 1 f O % d/ Rrim rA %1 1 25 D-1 At fe� /E ♦ n 3/aIo �a�GA AN1V- iJ GENERAL CORNER LOT NOTE: 1112 �.' ; ♦ � ♦ ,a ND sc q p MAINTENANCE BOUNDARY MOWSTRIP LOCATION MAY MOVE, �3/4� <' " vP (� DEPENDING ON CORNER HOUSE PLOTTING. CONTRACTOR TO c�. q I! -d. l N r—� M vqp L_y, • ADJUST PLANTING AND IRRIGATION AS NECESSARY TO FIT w /aui /2" ♦ 3/4' E-19 20 ��*um E-5) tAAXW-\vw_rACTUAL MOWSTRIP LOCATION IN FIELD. 3 3/a 4" • /a° �w e l4" 3/414 a gna re 1 �. 11/4,, 1.. ♦ 1112 w 90A EA!&r 15 F9 e ♦� V • , Date D-23 21 24 , D-18 ® �' E-20 20 `'i� O % 11/2" 11/2 ° >� e� 3/4" �' ./ / 1112" � � � � F c A�-�F � ♦ ' . 3/4" 3/4� `+ 5 0l#+i� 3/4 0 p •a �l " . _ D-22 • � �� •Q•�.• _":3/4" 1112" . � �' :�(, I4n 1/2 ♦ r ♦ 1100 '"` '° +* w■r 'ala" 3/4"� v / <} 1114 ° 3/4": war x"3/4" . / 4S Q� ,07 Q---`--� / � � / `"--`""^,,,,.• ! ""� 11 /4 1 .. •.• `+ ` ®-21 t 2 Of /4'9 `' � p a/4' 1112 e e � N � L �♦ ♦ ` 3/4 11/4" 1 p M `3. `1A ey■■■ ■-■■arr■■■rr-r■■ ♦ I4n ♦ (. L PCD'S SCREEN NOTE:% 4 1 r■r■■■r■■■y■■® ♦ ® ` 4" ®° / ♦ .' E21 79 T NN CONTRACTOR TO INSTALL PCD SCREENS WHEREVER ® ■ ■ " ■ ■ e ■ # �. C3 ♦ '3/4" ® „ 30-20 5 /a° o0 1112" 6 =- M o REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% 9 E-9 20 ®� M.,u. _- • to �a/a° ., ® 314 e X 1 0� ti COVERAGE TO REDUCE OVERTHROW ONTO STREET AND ■ w y ��., ®`,_ ♦ !a" ,��,`5 ■•r■■r� �w ` co XX WALKS AS MUCH AS POSSIBLE. .r i 11/4 1 3/4' e '�+ � , 11/2 � �'j ■■r■*rrr■..■� "�",' e e �� 3/4"e 4. \ [� 11 ��- �+ • • ` '� /4 3/4° ■ ■ ar ■� . r ■ ■ a \� 3 41. ,, Pi J ® ♦ „ T- LLI LL ll �,A, 1 31 ■ r . e ■ ■ w ■ et (^� e►14" J • 1 .n r ,� ■ 4 w e 3/4' a 3/" _ / e00 V ♦ 11 /4' 3/4 a .e =s; 4 r. i �/ e ♦ N Q d N •� • Q ` e ♦ ,, o ♦ e �-� ...•- ♦ "' co LL 0) � ►" • 3/4' p at e 3 112' °e y e ♦ � V N W 1'� f / " p j A" P J` X25 ® ♦ 3/4' \ O.- 3/4' / 11.1 /4' . � � 1� `, p ` ♦ ® � � � � � � 000 t r p ,. r 00—"� 4 r1 . . e e �� / � r ., LU � 00 3/4" p ., y. e e e♦ O 3/4" 1•-- A 24�� 4 p , /J �—' V/4'N 1 1A 1112" r3/a"` p -� ';4s/a°p i0 N -3/4n E-10 20 l4„ / E 22 13 0 0 3 # p 3/4" ,r e ♦ eee �. LLI U_LL r p / 3/44 3/4° +1a ` • 11/2 PARK PERIMETER NOTE: ee + V 1 CL co 6) I /a' CONTRACTOR TO REFER TO PARK PLANS PREPARED BY ". e♦ ` 9 �• po /4" w Lu 314" 3/41 3/4" p 32 e e x x 1a • A.D.G. FOR LANDSCAPE IN THIS AREA, ♦ e 6Q a t 1/a 3/4'. •3/a" 1, , ° E-11 20 e e �o 4.. E-23 20 I•••-• 00 S 1'�•1G 3/4° 3/a° ��� �-i. p 1112" �+ eee R �C$/4' 1112 ,,..� {,.� Cj 23 D-10 �X 00 D 24 4 �� 3/a a h� P P0� D PA K SITE 'e 'e `1` T 3/a" F-2 2600 111211 e `� X Z qC 1 I �r 11/2 n 15Q ,i 3/4" 11 / 1, /� 3/4' ♦ ) $ 9 W z .-""'" � s O OQ 3/4"- 3/4 11/2 � C3 W 1■ l - ,. a e 3/a J4 . r , 3/4"rx3I4" ♦ 3I4' , „ 3/4"� 1,. •• + p 3/41 - s �, a " + ,•s .. 3/°.. 1.y ■, w 3/4° a s, p ® fr , / 20 • 143/4" �` 3 4�F112/28 3/a'+ 1 34'g 410 /4'3 0 1w �" I(.I / ♦ 1114 3/41 � / { � -'�'� 4" SLEEVE � 2dT E 29 .q. '` � p .� ' . °i � � �, *e�314" �• `�"___ ----- ~, 1112 rr ` , p ;1.� °♦ n ��! 314" CO __-. — �"'(� _ �____-- - 6" SLEEVE 3/4 1..�.• � � • 11 31a° 1 " - Z 3/4" ° '' /� /sl z,� 1 •� JaY � 1..•.—=-�/4' 1114" 3/4 11 AUTOMATIC CONTROLLER 'E': BID ALTERNATE NOTE: U. 1 ' - _ 1' 3/4" 1 ': � �3 - - --•--° CONTRACTOR TO PROVIDE ALTERNATE BID USING TORO ° / 4i X I4n G-1 �. n ■ 11/2° td ' 3 a„ a! "` AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO INSTALL STRIP -SPRAYS @ 12' o.c., SQUARE SPACED, 3/a" /4n 3/4° 1112' GJ ® ;� 3/411 8000 (SEE LEGEND FOR MODEL NO.) IN A THROUGHOUT TURF PARKWAYS INSTEAD OF TORO • 3/4 w 20 A TORO NETWORK � ; ' - E-12 3/4' '"_` ® 1.0 I' s 11/2„ METERED STAINLESS STEEL ENCLOSURE. OWNER TO PROVIDE 5702-6P -8 SERIES. VALVE STATIONS TO REMAIN SAME. ♦' �, /4' 3/4° ` •`. f, 3/a" ` 3/4" { ® ` 120 VOLT CONTINUOUS POWER CIRCUIT TO THIS LOCATION. ♦ µ- ♦e / , ® n IRRIGATION CONTRACTOR TO PROVIDE CONTROLLER AND ♦ r; ® ?`o /41.` . 3/4 � ♦ � �la„ 3/4 � ♦ '� r COORDINATE CONTROLLER POWER CONNECTION. CONTRACTOR ° ♦ e o �� •® a 3/ X41' 1!- ' 34 SHALL PROVIDE ALL NECESSARY EQUIPMENT TO MAKE THIS ♦° f t e ` �` .i D-11 3/ " /4" 25 3/a `1/e. a q' 1 �J4" SYSTEM OPERATIONAL. ♦ ♦ /4' p 'l A 1112 s ' 1 ") ° + e,. % NN /4 n Y I M ^ POINT OF CONNECTION! E+• . ♦ .� ° /, _ � l4'0 � A' C� p +, 1 • 1 `• ♦ , e'f 11/ 1 3/4" MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2" ♦ ° / F20. r �� . e ..� /4' I ,2'g ' ;I DOMESTIC WATER METER. EXTEND NEW TYPE "K" COPPER PIPE (OR AS ° �► t %� ♦ �Oi L 11/2" I t�' 3ia" PER LOCALCODE) AND INSTALL (1) 2" REDUCED PRESSURE BACKFLOW, °♦ _ ^� 1 �' E-13 20 ♦ R . �/ AUTOMATIC CONTROLLER D : /4' I, r/4., (1) 11/4" FLOW METER, (1) 11l2" MASTER VALVE, AND LINE -SIZE GATE ° ♦ oo ,,� e 3/4"/ � H-1 39 3/4 R 3/a" 3/4 11/2„ VALVES, EXTEND NEW PRESSURE MAINLINE TO VALVES AS SHOWN. ,° hx ♦ � AUTOMATIC CONTROLLER LOCATION: CONTRACTOR TO INSTALL 1 • {� ' • , -...., . _ - 3/a" ♦ / >, e 6/4 ` 11/2 A TORO NETWORK 8000 SEE LEGEND FOR MODEL NO. IN A ~+la" 1 , t1 1/4' %la /q - ♦♦ - ® �! ` �3/4" "%3 a' e METERED STAINLESS STEEL ENCLOSURE. OWNER TOPROVIDE3/411 N 0 " a/a"� N 35 STATIC WATER PRESSURE. 99-90 PSI r f l `� I"' E-14 20 SYSTEM DESIGN PRESSURE: 58 PSI ® r> °♦ all • e;�� 120 VOLT CONTINUOUS POWER CIRCUIT TO THIS LOCATION. N i �,,; , �- ♦ n - . 9C3/4" IRRIGATION CONTRACTOR TO PROVIDE CONTROLLER AND o — . MAXIMUM IRRIGATION DEMAND: 20 GPM ♦ la' J4 -� ` 79 COORDINATE CONTROLLER POWER CONNECTION. CONTRACTOR + 4—I, oll , 1112 ® • / " �� ��^^ SHALL PROVIDE ALL NECESSARY EQUIPMENT TO MAKE THIS , I i ; rn! "J „ , o , 41 # 80 " e /r SYSTEM OPERATIONAL. 25 D-12 i ,4 " • 111a� 1.1 3/a" ®e y . ■ ■ 'eee ` A �� 11/2" i 3/4" � 3/4 3/4n.3/4" . a.",""'s e ♦ '� � ■' �/4"�� -�i� POINT OF CONNECTION D : 314 1" r �„ 3/a'�. ° e • w 3/4" o /4 1/2" + r3/4" ♦ �/ 11/4') I y ♦' * �'�• �, ©•� . . �. KEY IVIIAP' ♦ 3/4 X3/4° H 2 22 MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2° 3/ 3/4' aia'' 3/a'T' 3/4' ' j x ♦ 1/4' 3/a' - I. LLi r B I ♦ -`' r f ry�`L/-v-,4------_-----., < SUMMIT AVENUE - f {� J4n ! t 11 ♦ i4 �. 11/2rr 1 DOMESTIC WATER METER. EXTEND NEW TYPE "K" COPPER PIPE (OR AS ,11/ ° ' ( ♦ _ , •••*. 3/4 �4 M • *z PER LOCALCODE) AND INSTALL (1) 2" REDUCED PRESSURE BACKFLOW, i p' E j a e eLOG►L WFtl-l- ; e %� v ee / ,LL (1) 11/4" FLOW METER, (1) 11/2" MASTER VALVE, AND LINE -SIZE GATE 20 D-13 I j" j , e ♦ �7 = 3/4 VALVES. EXTEND NEW PRESSURE MAINLINE TO VALVES AS SHOWN. ,r N 3/4"q1"-� I4n ! r , %� 3ia° ® M e + + /j N ® H-3 39 1112! 1 ee ye w .. ,, o �f ♦ /,' 3/4r� e r r s O 4 ' i ♦/ 11/2 re ��,,... STATIC WATER PRESSURE: 97-87 PSI f ala "1.14'•'" TYPICAL P.O.C. 'E' %'� ���'Sr r ♦ ' SYSTEM DESIGN PRESSURE: 63 PSI ' MAXIMUM IRRIGATION DEMAND: 25 GPM/a' e_ ° '� �" 3J ' ♦ /'` Q.'' �' C� AT E. Vo1.V[' a< 15 E-2 � .� i ,"�- � ♦ - � ' . ,� Quo . S L. oU�cTD 3/4 -..... : °47 27l (-32 R q 3 /4,,�R 3/4 } M .3/4 f T t u + ■t O. y • ■ ■ + F lZo ' 3/4" r # 1112 ,� �. ♦ I4n ♦ �� . y e e jrr- q �y�" ♦ 3/4"+ 41v� ♦ '! - '� �•' �i�'' °♦ l f , N on ,�"11/2" a( I ;,■ p /4"J o� • 3/4'rr m n 3I4 ♦ "' ! ,.,,,w /4 ! �.! 3/4n» 1 ♦ ' r'�T /,3/4n • 75 ® •, - 77 /4' `O ' Y • B - . tr. 4 SLEEVE • I a — A� _ • j � 15 2037 �� j {'° �► � % .�, �,II � � Q ♦ � , ♦ n 18 /4"R � '' ,. � J 112' � +�l '' r'� � . r ' Y • e e • # ■ ■see 7 rt � e 6" SL EVE # .' J ^�•�.. fJ y A�`` ♦ �� A / / `' ,, nTYPICAL P. O. C. D - % , i J �3/4" ® 3/4" C; ® 3/4' i 4♦ V • N /4"/ ` — ` ` 11,w, �" '3/4 11/4 • /4' ' �1'� II W ` l`3/4"� ♦ •- , CURTIS AVENUE- D-14 3/4't /� • t l� a ♦ „ !4 H-4 3g �/^1{ ` 414 n 7\O '4 111211 V� 1112" / x n� N l/ a3/a M kj ®lan I4 ,Q N ��C 1" X77,1 11/2" C- / r/1 s y n SS�.�js0�.• �TS �,C,Rp�.,E1� ® r� i a }+ r ,d !:� 1- 11 „� ILS• `� �1� �r . `.�7 ` p M 'ra f /t �rj L,/ 33 `V �' 3 11 /4" 1� I i If LLJ W L� • L t /4 3/4"A. �I ¢ � m 3/4 314' • (J ;` Lu 3/4', ♦ r 13/4 >> r - / 1 3/4" ri Q LU m 3/ /4 3!4"� a/4" ® / E-16 20CJ - SIERRA LAKES PKWY. N - MLD/JDD ,/� ,`' ® 3/ /4 1112" t r ''• 1�� p ���r T 3/4' - 1-0� 0�� ° Y E-1� 200 12/9/02. L n% '� �'�- / rr TYPICAL SLEEVING NOTE: O ®- S I i AUT(?MATIC CONTROLLER MATERIALS LIST: e Ll� . - • TORO NETWORK 8000 MODEL #132.8608 32 STATION FIELD SATELLITE CONTROLLER CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING VALVE SIZING' KEY s ---- - �c 0 �° THAT CROSSES ALL SIDEWALKS. CONTRACTOR TO LOCATE . 4 p n2 "°� •PROVIDE SENSOR INPUT BOARD (SIB) MODEL #995-63 (TO INTERFACE WITH _ � _ v d�vQ �aFLOW METER AND RAIN SHUT-OFF DEVICE) ) IRRIGATION SLEEVING IN LOCATIONS WHICH WILL NOT I _ _ _ 1 �� _ 30' I�� r " �� L,•�•• GROUND ND LINK T #89-7611 & SURGE PROTECT PRTO OTECTIONICATE ORE EACENTRAL CH SATELLITE OCONTR8LLER EQUIPMENT, CONTRACTOR MAYINTERFERE WITH FUTURE ICONOTACTOL LIGHTING AND/OR TRAFFIC ENGINEER VALVE # 1 1 o PM 1210 lJ nde rg ro u nd rVI AIe - /"- (;J�7 / • ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF FOR POSSIBLE FUTURE TRAFFIC LIGHT LOCATIONS. 3/4'r VALVE SIZE I�, %; �► • PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION * • e 0 Lf - • STRONG BOX 100% STAINLESS STEEL ENCLOSURE (24"X28"X48" HIGH) cti # Call: TOLL FREE MODEL # SB-24SS/120V PROVIDE CAMBELL SCIENTIFIC INC., TE525 TIPPING BUCKET (HEAVY DUTY MODEL) AT CONTROLLER #G ONLY 1-800 CONTACT: FOR NOTES AND LEGENDS, SEE SHEET 1-1 4 FOR DETAILS, SEE SHEET D-2 +� i��"1 TURFCURTS TAR MAN FOR SPECIFICATIONS, SEE SHEET S-2 (800) 449-8873 EXT. 5008 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-2 TWO WORKING DAYS BEFO E O R Y U DIG FOR CORRESPONDING PLANTING PLAN, SEE SHEET P-2 CITY OF FONTANA,CALIFORNIA DRAWN BY: KPF SUMMIT HEIGHTS II SCALE:30'-0" TRACT. #'S 15841, 15842, 15843, 15844 1 DESIGNED BY: KPF COMMU _ TY FACILIT ES DISTRICT DATE: 12/5/02 CHECKER BY: APPROVE Y:lgfWG. NO.: 12 DAT T/ RWK CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 3157 26 1 0145-3 tSHEET NUMBED �; OF SHTS.