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Home My WebLink About3157-13M RE R R R■■ R■ R R M'iR •■ MATCHLI A -, jCall: TOLL FREE 1-800422-4133TWO WORKING DAYS BEFORE YOU DIG 4 17 '• t 1.3/ H-5 22 11/2" 75 73 39 67 H-10 28 11/2" FES /4" /4" tl& R. N. M.i.i w & 16" R BOVE RICHT • TORO NETWORK 8000 MODEL #132-8608,32 STATION FIELD SATELLITE CONTROLLER • PROVIDE SENSOR INPUT BOARD (SIB) MODEL #995.63 (TO INTERFACE WITH FLOW METER AND RAIN SHUT-OFF DEVICE • RADIO LINK KIT #89-7611 (TO COMMUNICATE W/ CENTRAL COMMAND) • GROUND ROD & SURGE PROTECTION FOR EACH SATELLITE CONTROLLER • ALL RADIO EQUIPMENT MUST BE COMPATIBLE WITH VHF • PROVIDE RAINMASTER 32 PC "PIGTAIL" FOR REMOTE CONTROL OPERATION • STRONG BOX 100% STAINLESS STEEL ENCLOSURE (24"X28"X48" HIGH) MODEL # SB-24SS/120V PROVIDE CAMBELL SCIENTIFIC INC., TE525 TIPPING BUCKET (HEAVY DUTY MODEL) AT CONTROLLER #G ONLY CONTACT: CURTIS NEWMAN TURF STAR (800) 449-8873 EXT. 5008 MATCHLINE 11DD11,,lk SEE BELOW LEFT J MATCHLINE "EE" - SEE BELOW LEFT 10+00 �- 11+00 ■w SI ERF A LADES PARKWAY ■ W �� /fir 1� 3a to I _ w En -r 3/4° 1Q1j%Cvr 1 - 2" 3/4"- - 1/2' w w w w w w w w 1 i `1&3/4°■_3/ 3 3/4" T/ r s 3/4.. 1 1 /! nil I 1112 /4. 1 3/4" w3/4 1 1" 1------------ 3/4 '- 3/4" . l4" �z 3/4° 1.10 - \\ ILLI 1° X11/2' 4" 102 _ i 11/2" 3/4 " %C- A 1t 3/4" , 1 < 43/4 11/2" 1 V 1 Ilk 3/4 ' 2"�! 1" 3!4" UL _`SS CALL LATI ' I' I /4 1 1 - I "MI-ALIN F_ 140 -re' PROJECT: SUMMIT HEIGHTS 2 BY: JDD STATIC PRESSURE HIGH: 84 LOW: 76 o ®.< MA�w r`jw r- �S L,® Cf-vvr,�j SOURCE OF INFORMATION; KEITH HUESTON �, i I/41 UPPLIER: SAN GABRIEL WATER DISTRICT CD _ a 2� R4 Ni 5%mv4hL•�. GuR� HONE NUMBER: (626) 4$$-61$3 .. _ _ _ _ _•_•, _ BID ALTERNATE NOTE. 3!4" CONTRACTOR TO PROVIDE ALTERNATE BID USING TORO I I x' VALVE STATION/GPM: STATION: I-$ GPM: 50 11/4" STRIP -SPRAYS @ 12' o.c., SQUARE SPACED, r' H-11 39 THROUGHOUT TURF PARKWAYS INSTEAD OF TORO G , ITEM: P.S.I. LOSS: I 11/2" 570Z -6P -8 SERIES. VALVE STATIONS TO REMAIN SAME. ®1" �,'�iY WATER METER SIZE; 2i. @ 50 GPM 1.90 145 3/4" 3®a F314 BACKFLOW DEVICE: 2" @ 50 GPM 13.00 /4" FLOW SENSOR: 11/4" @ 50 GPM 3.30 i r4" (x MASTER VALVE: 11/2" @ 50 GPM 2.65 V4° GATE VALVE(S): 2 21/2" @ 50 GPM 2.00 4 MAINLINE (CL. 315): 21/2" 775 L.F. @ 50 GPM 5.89 s I x AUTOMATIC VALVE SIZE: 2 @ 50 GPM 0.82 100 LATERAL LINE SIZE: 3/4" 70 L.F. @ 8 GPM 1,99 ..•®_ _ ..� _ v _ _ 1" 56 L.F. @ 15 GPM 1.55 i h!iz> 01' I 11/4" 6 L.F. @ 24 GPM 0.13 11/2" 6 L.F. @ 32 GPM 0.11 PLA'£sK ®4 I 2" 6 L.F. @ 50 GPM 0.09 �y I 33.43 146 i9 o r3/4" Q3/4 34° i co ° fl IRRIGATION HEAD PRESSURE: 30,00 3/4"SYSTEM LOSSES 3.43 FITTING LOSSES $0% OF SUBTOTAL): 60.49 ELEVATION LOSSES/GAINS (ELEV. X.433) +(5.65) 3/4" _ �1 � 1 H.12 ._•.26_ '! « 99 TOTAL SYSTEM LOSSES: 58.27 11/2„ i f 1 50 AVAILABLE PRESSURE (LOW): 76.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE. 211 (+)17.73 1 I� t„'r I fl , 147 �; 0 . '� T - � 6on f Q ( '� �� r H-13 39 T11,J 3/4" 11/2" 36 1-6 3/4"13/4" c/a" 4"�' SLEEVE 1112' 11i 1' It ® 1 ' 1/4'' a ( 211 1-5 52 2112 3/4' ® D98 ' v, I1/4 I �:, 3/4 �� 6 SLEEVEIT .l4 148 , LLI 11/2" > i I !{Uj q I 1 3/4' W 3/4' 97 i Y /4" 149 ,,' '-�" 34" A Y G I 0 a 1As I 4 /4.. 3/4 `�� " ' O k 0 + 4 cu 1 cv /4° , 314 ' it 96 V i . !B 3/4° � 3/4" fl k 15 I i 3(4" 1-4 50 i 2u M jA1M�..1�`i V5 A-0CA,`7 3/4"� I x1/21- 00000 I J 1V,V, i s 0 0 oSEE Er 7 H-1 39 2 „ V.1 314" 1 / 4 /4 151 0 3/4 H-16 39 _ ®�! , 1112" 152 /4 E V 3! " E < ` 3l4�ja • _ !4" 3!4"-3/4'h�l4" 3!4" 3/4" W 1115 3/4 :. �3/4"•1 `11/4" 11/4" `3/ 173/4t wU - 1w W in IN •314°11/4" w 21/2 w w w w w w r�ri 1 't 3/4" 0 SI ER AIDES PAR Y$jF..-t- �'�' ■ �z 10+00 11+00 .--w-1w--IN -w 4w-*I-� W MATCHLINE "EE" - SEE ABOVE RIGHT J U UTOMATIC CONTROLLER 'H': �-- JTOMATIC CONTROLLER LOCATION: CONTRACTOR TO INSTALL TP1r'W"i AICTA1^r*)! Onf%^ /Q['[-- 1 rnr-K1M i-nfZ AAf%F-\M AIP1 \ IAI A POINT OF CONNECTION 'H': MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM Or NEW 2" DOMESTIC WATER METER. EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCALCODE) AND INSTALL (1) 2" REDUCED PRESSURE BACKFLOW, (1) 11/4" FLOW METER, (1) 11/2" MASTER VALVE, AND LINE -SIZE GATE VALVES. EXTEND NEW PRESSURE MAINLINE TO VALVES AS SHOWN. STATIC WATER PRESSURE: 84-76 PSI SYSTEM DESIGN PRESSURE: 55 PSI MAXIMUM IRRIGATION DEMAND: 39 GPM L A N D S C A P E ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Richard Krumwiede a CA Lic. #2834 AZ Lia # 29115 o NV Lic. # 446 TX, Lic. #1884 ANa sc ApF *umk,� �99cy� CY w m c I - *Q flu 7 Date 0� t Q ®I KEY P ® Q ( 95 SUMMIT AVENUE U. ;- LO I /CD /LL :MENT 11 Nr3!4" 3/4' GENERAL CORNER LOT NOTE: 0' 4 MAINTENANCE BOUNDARY MOWSTRIP LOCATION MAY MOVE, , 1' - - ---- - - --- - - --- DEPENDING ON CORNER HOUSE PLOTTING. CONTRACTOR TO a ADJUST PLANTING AND IRRIGATION AS NECrSSARY TO FIT Q I ACTUAL MOWSTRIP LOCATION IN FIELD. a° • ,•' Q I i-3 52 J 1T 211 94 1?• �C O 1a.'® Gary I e J CM I 1" 11/4" n n.--n--n f 21/2' 11/4.14 CL of i 0•r. • I� 1 3/4" 3/4 < F c0 I� � LLL....... 1�Pflg-� CURTIS AVENU 6" SLEEVE i oIF h�LK RANT R. I If AL E SI INJIG KEY VALVE # 1 10 -GPM 3!4" VALVE SIZE .�. FOR POSSIBLE FUTUREr . w � DRAWN BYE DATE' ► ri •�� . � � _ �� •.� � SCALEcc � • . • cc _ I T . E t4t) OF�! 3/4" 3/4' 3/4, - LIMIT OF WORD CITY OF FONTANA, CALIFORNIA "qt < 0 a SUMMIT HEIGHTS 11 SCALE: " o M TRACT. #'s 15841, 15842, 15843, 15844 CO T CV c0 Lo r- DATE: T- I,- N N 12/5/02 CHECKED BY: W (7) t DWG, NO,:F/26 1.- zt*� .�' 00 cf) #1z 41- RWK 0 W IL u- �-- O t' - ®I KEY P ® Q ( 95 SUMMIT AVENUE U. ;- LO I /CD /LL :MENT 11 Nr3!4" 3/4' GENERAL CORNER LOT NOTE: 0' 4 MAINTENANCE BOUNDARY MOWSTRIP LOCATION MAY MOVE, , 1' - - ---- - - --- - - --- DEPENDING ON CORNER HOUSE PLOTTING. CONTRACTOR TO a ADJUST PLANTING AND IRRIGATION AS NECrSSARY TO FIT Q I ACTUAL MOWSTRIP LOCATION IN FIELD. a° • ,•' Q I i-3 52 J 1T 211 94 1?• �C O 1a.'® Gary I e J CM I 1" 11/4" n n.--n--n f 21/2' 11/4.14 CL of i 0•r. • I� 1 3/4" 3/4 < F c0 I� � LLL....... 1�Pflg-� CURTIS AVENU 6" SLEEVE i oIF h�LK RANT R. I If AL E SI INJIG KEY VALVE # 1 10 -GPM 3!4" VALVE SIZE .�. FOR POSSIBLE FUTUREr . w � DRAWN BYE DATE' ► ri •�� . � � _ �� •.� � SCALEcc � • . • cc _ I T . E t4t) OF�! 3/4" 3/4' 3/4, - LIMIT OF WORD CITY OF FONTANA, CALIFORNIA t11 < 0 a SUMMIT HEIGHTS 11 SCALE: " TRACT. #'s 15841, 15842, 15843, 15844 00 ® 6 " NCO LO U - DATE: T� mo 12/5/02 CHECKED BY: W (7) t DWG, NO,:F/26 1.- zt*� .�' W RWK 0 z z Lr) 00 T CC d Di aW. 6� cn W W F- 00 < w Q wz U ®I KEY P ® Q ( 95 SUMMIT AVENUE U. ;- LO I /CD /LL :MENT 11 Nr3!4" 3/4' GENERAL CORNER LOT NOTE: 0' 4 MAINTENANCE BOUNDARY MOWSTRIP LOCATION MAY MOVE, , 1' - - ---- - - --- - - --- DEPENDING ON CORNER HOUSE PLOTTING. CONTRACTOR TO a ADJUST PLANTING AND IRRIGATION AS NECrSSARY TO FIT Q I ACTUAL MOWSTRIP LOCATION IN FIELD. a° • ,•' Q I i-3 52 J 1T 211 94 1?• �C O 1a.'® Gary I e J CM I 1" 11/4" n n.--n--n f 21/2' 11/4.14 CL of i 0•r. • I� 1 3/4" 3/4 < F c0 I� � LLL....... 1�Pflg-� CURTIS AVENU 6" SLEEVE i oIF h�LK RANT R. I If AL E SI INJIG KEY VALVE # 1 10 -GPM 3!4" VALVE SIZE .�. FOR POSSIBLE FUTUREr . w � DRAWN BYE DATE' ► ri •�� . � � _ �� •.� � SCALEcc � • . • cc _ I T . E t4t) OF�! 3/4" 3/4' 3/4, - LIMIT OF WORD CITY OF FONTANA, CALIFORNIA DRAWN BY: KPF SUMMIT HEIGHTS 11 SCALE: " TRACT. #'s 15841, 15842, 15843, 15844 1 = 30'-0" DESIGNED BY: KPF COMM Y FACT ITIS DISTRICT DATE: 12/5/02 CHECKED BY: AP D BY: DWG, NO,:F/26 RWK CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/02 3157 juts 1MU1v1t11=H 0145-3 tSHEET.NUMBER � 1.3 OF SHTS.