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Home My WebLink About3305-10r _ MAD T E Conned niai W to futW* m "W* prO Mind far PwAft .wvioo for vo wa 12 ftu 20. Pnowt a ppy WA tarrrjnota at gate vale provided on Sinaa Amma 0 / 85+75 (SM Shat 8c). AS -BUILT NOTES SIERRA AVENUE (WEST) CFD No 12 AS -BUILT PLANS HAVE BEEN DRAFTED BY SITESCAPES BASED ON FIELD INFORMATION FROM TERRA -CAL PROVIDED TO SITESCAPES VIA WEBB AND ASSOCIATES. (FIELD PLANS DATED 11/04/1999.) SITESCAPES DOES NOT TAKE RESPONSIBILITY FOR ACCURATE OR OMMITION OF FIELD ITEMS PROVIDED. AS -BUILT PLANS DRAFTED BY SITESCAPES 02/06/2003 LANDSCAPE CONTRACTOR: TERRA -CAL CONTACT: GREGG STRUMPF PHONE: (626) 960-3694 17 B 1 ' -1 29 3/4" 3/4" 314" f g/qn/q" 3/4" 3/ 3/4" 3) IMM3/ 3/4" 1" " " 3/4 3/4 3l4 1-1/2" 3/4 3/4" 2-1 �� 3/4 1-1/2" Ma„ ,� ..m - + -1 f I ' � � ` 1-1/2 3/4" 3/4" ' " �1 3/4"� 3/4" 3/4" 3/4" 3/4" �-1 - 3%4" 1 1 1,. 3 " 3/4.. 37 NIL- V gr 3F 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" � SIERRA AVE 13 B 31 -1 26 0 441LU D GtGV RCd ��2 RAJ 817 Gtcvr P,C�I 6i Kcv �I� 1 68+00 69+00 70+00 0 IRRIGATION NOTES IRRIGATION LEGEND DIAGRAMATIC PLAN This system is diagramatic. All pipes, valves, etc. shown within paved area are for design clarification only and shall be installed in planting area and joint trenches wherever possible. SPRINKLER ADUSTMENT REQUIRED The irrigation contractor shall flush and adjust all sprinkler heads for optimum performance and prevent over -spray onto walks and roadways as much as possible. This shall include selecting the best degree of arc to fit the existing site conditions. Contractor to use pressure compensating screens when radius is reduced more than fifty percent (50%). FIELD CONDITIONS Do not willfully install the sprinkler system as indicated on the drawings when it is obvious in the field that unknown obstructions or grade differences exist and should be brought to the attention of the owner's authorized representative. In the event that this notification is not performed, the contractor must assume full responsibility for any revisions required. SWING JOINTS Install all heads with double or triple swing joints, using street ells, as per details. COORDINATED WORK It is the sole responsibility of the irrigation contractor to familiarlize himself with all grade differences, location of walls, etc. contractor shall coordinate his work with the general contractor and other subcontractors, for locating pipe sleeves . through walls, under roadway paving, etc. MINIMUM PRESSURE AND MAXIMUM GALLONS REQURED The sprinkler system design is based on a minimum operational pressure and a maximum demand at the point of connection, as noted on othe plan. Before installing the system, check point of connection and . immediately notify Landscape Architect if. pressure is not as noted or the required gallons per minumte is not available. WATER LINE UNDER PAVING All mainline under paving shall be installed 24" deep. All lateral lines under paving shall be Sch. 40 PVC and installed 24" deep. SYSTEM COVERAGE The irrigation contractor is to adjust head locations in the filed in order to guarantee 100% coverage. Contractor to contact the Landscape Architect prior to any major change(s) resulting in additional cost to the owner. A KEY 0MCRIPTION PNDIUS G.P.M. PSI MAD T E Conned niai W to futW* m "W* prO Mind far PwAft .wvioo for vo wa 12 ftu 20. Pnowt a ppy WA tarrrjnota at gate vale provided on Sinaa Amma 0 / 85+75 (SM Shat 8c). AS -BUILT NOTES SIERRA AVENUE (WEST) CFD No 12 AS -BUILT PLANS HAVE BEEN DRAFTED BY SITESCAPES BASED ON FIELD INFORMATION FROM TERRA -CAL PROVIDED TO SITESCAPES VIA WEBB AND ASSOCIATES. (FIELD PLANS DATED 11/04/1999.) SITESCAPES DOES NOT TAKE RESPONSIBILITY FOR ACCURATE OR OMMITION OF FIELD ITEMS PROVIDED. AS -BUILT PLANS DRAFTED BY SITESCAPES 02/06/2003 LANDSCAPE CONTRACTOR: TERRA -CAL CONTACT: GREGG STRUMPF PHONE: (626) 960-3694 17 B 1 ' -1 29 3/4" 3/4" 314" f g/qn/q" 3/4" 3/ 3/4" 3) IMM3/ 3/4" 1" " " 3/4 3/4 3l4 1-1/2" 3/4 3/4" 2-1 �� 3/4 1-1/2" Ma„ ,� ..m - + -1 f I ' � � ` 1-1/2 3/4" 3/4" ' " �1 3/4"� 3/4" 3/4" 3/4" 3/4" �-1 - 3%4" 1 1 1,. 3 " 3/4.. 37 NIL- V gr 3F 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" � SIERRA AVE 13 B 31 -1 26 0 441LU D GtGV RCd ��2 RAJ 817 Gtcvr P,C�I 6i Kcv �I� 1 68+00 69+00 70+00 0 IRRIGATION NOTES IRRIGATION LEGEND DIAGRAMATIC PLAN This system is diagramatic. All pipes, valves, etc. shown within paved area are for design clarification only and shall be installed in planting area and joint trenches wherever possible. SPRINKLER ADUSTMENT REQUIRED The irrigation contractor shall flush and adjust all sprinkler heads for optimum performance and prevent over -spray onto walks and roadways as much as possible. This shall include selecting the best degree of arc to fit the existing site conditions. Contractor to use pressure compensating screens when radius is reduced more than fifty percent (50%). FIELD CONDITIONS Do not willfully install the sprinkler system as indicated on the drawings when it is obvious in the field that unknown obstructions or grade differences exist and should be brought to the attention of the owner's authorized representative. In the event that this notification is not performed, the contractor must assume full responsibility for any revisions required. SWING JOINTS Install all heads with double or triple swing joints, using street ells, as per details. COORDINATED WORK It is the sole responsibility of the irrigation contractor to familiarlize himself with all grade differences, location of walls, etc. contractor shall coordinate his work with the general contractor and other subcontractors, for locating pipe sleeves . through walls, under roadway paving, etc. MINIMUM PRESSURE AND MAXIMUM GALLONS REQURED The sprinkler system design is based on a minimum operational pressure and a maximum demand at the point of connection, as noted on othe plan. Before installing the system, check point of connection and . immediately notify Landscape Architect if. pressure is not as noted or the required gallons per minumte is not available. WATER LINE UNDER PAVING All mainline under paving shall be installed 24" deep. All lateral lines under paving shall be Sch. 40 PVC and installed 24" deep. SYSTEM COVERAGE The irrigation contractor is to adjust head locations in the filed in order to guarantee 100% coverage. Contractor to contact the Landscape Architect prior to any major change(s) resulting in additional cost to the owner. A KEY 0MCRIPTION PNDIUS G.P.M. PSI TORO 57OZ-12P-COM-8-H PDP -UP SHRUB SPRAY 8' .50 30 ' *' c b TORO 57OZ-12P-COM-8-0PDP-UP SHRUB SPRAY 8' .24 30 0 d) TORO 5702 -12P -COM -1 D -Q POP-UP SHRUB SPRAY 10' • 40 31) O TORO 57OZ-12P-COM-10--H POP-UP SHRUB SPRAY 10' .71 30 - - SCH. 40 WIRE SLEEVE PRESSURE LOSS CALCULATIONSo TORO 57OZ-12P-COM-10-F POP-UP SHRUB SPRAY 10' 1.49 30 TORO 57OZ-12P-COM-10 ADJ. PDP -UP SHRUB SPRAY 10' VARIES 30 .16 TORO 570 -12P -COM -15- POP-UP SHRUB SPRAY 15' .85 30 B-14 B-20 A-1 ® - - - 15' 1 1.65 30 INDICATES VALVE NUMBER GPM (FURTHEST UPHILL) (MOST DEMAND) (FURTHERST DOWNHILL) 14 34 17 TORO 7 -1 P- - - POP-UP RU 15' 3.60 30 _..�-INDICATES CONTROLLER ® TORO 57OZ-12P-COM- 15-ADJ. POP-UP SHRUB SPRAY 15 VARIES 30 Ib TORO 57OZ-12P-CDM-4-EST POP-UP SHRUB SPRAY 4'X15' .45 30 a TORO 57OZ-12P-COM-4S-SST POP-UP SHRUB SPRAY 4'X18' .55 30 WATER METER (2") 0.01 0.9 _ V TORO 570Z -6P -COM -8-H POP-UP TURF SPRAY 8' .50 30 INDICATES VALVE SIZE SERVICE LINE TORO 57OZ-6P-COM-8-0 POP-UP TURF SPRAY 8 •24 30 � TORO" 57OZ-6P-COM-10-0 POP-UP TURF SPRAY 10' .40 30 0.15 0.35 0.20 v TORO 57OZ-6P-COM-10-H POP-UP TURF SPRAY 10' .71 30 BACKFLOW PREVENTER 10.0 ® TORO 5702 -6P -COM -10-F POP-UP TURF SPRAY 10' 1.49 30 TORO 57OZ-6P-COM-10-ADJ POP-UP TURF SPRAY 10' VARIES 30 0.2 0.1 �► TORO 57OZ--6P-COM-15-0 POP-UP TURF SPRAY 15' .85 30 MASTER VALVE _ 1.0 o TORO 570Z -6P -COM- 15-H POP-UP TURF SPRAY 15' 1.65 30 TORO 570Z -6P -COM -15-F POP-UP TURF SPRAY 15' VARIES 30 1.5 2.5 ® TORO 570Z -6P -COM -15-V POP-UP TURF SPRAY 15' 3.60 30 MAINLINE (2220') 1.6 1111 TORO 57OZ-6P-COM-4-EST POP-UP TURF SPRAY 4'X15' .45 30 ® TORO 570Z-6P-COM-4S-S5T POP-UP TURF SPRAY 4'X18' .55 30 (95 2,7 150 1.5 (D TORO V-1550-4PL POP-UP TURF ROTOR 15'-32' 1.02 35 ELEVATION CHANGE (+55.5') 24.0 (+30.0') 13.0 Q TORO V-1550-4PL POP-UP TURF ROTOR 15'-32' 1.82 35 TORO V-1550-4PL POP-UP TURF ROTOR 15'-32 3.47 35 2.0 PSI 71+00 72+00 ' W4 N awn Oft F u RA Lin' mi W 0 0 3/4" 3/4" 11/2 - � • 3/4" Q > '� z M POINT OF CONNECTION (REFER TO CIVIL ENGINEERING PLANS) NOTE: INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDANCIES FOR LOW HEAD DRAINAGE. =- FESCO 825Y 1-1/4" REDUCED PRESSURE BACKFLOW PREVENTER W/ WYE -STRAINER H IN LEMUR VANDAL -RESISTANT STEEL MESH ENCLOSURE - SEE DETAILS IF RADIUS OF THROW IS LESS THAN 50% USE PROPER PRESSURE COMPENSATING SCREENS TO NIBCO BRASS BALL VALVE (UNE SIZE) T-585-70 (314=2-) / T-580-70-66 (2-3/4 "--3� ADJUST RADIUS. THOMPSON HI -FLOW BRASS ELECTRIC PRESSURE REGULATING REMOTE CONTROL MASTER VALVE $" STAN DAR D RISER TO BE USED WHERE SHOWN O N ® 'DATA INDUSTRIAL' -2" FLOW METER PLANS EXCEPT WHEN ADJACENT TO WALKS, CURBS O OR WHERE PEDESTRIAN TRAFFIC MAY OCCUR. ® THOMPSON Hl -FLOW BRASS ELECTRIC PRESSURE REGULATING REMOTE CONTROL VALVE FOR SYSTEM A, ALL VALVES SOUTH OF CLUBHOUSE DRIVE (SIZE INDICATED) THOMPSON HI -FLOW BRASS ELECTRIC REMOTE CONTROL VALVE FOR SYSTEM 'B" ALL VALVES SHOWN NORTH OF CLUBHOUSE DR/VE (SIZE INDICATED) ® RA/NBIRD QUICK COUPLER 44 LRC AUTOMATIC CONTROLLER LOCATION (SEE PLAN FOR MFG. & MODEL) (2) TOTAL PVC SCHED. 40 MAINLINE- 1-3/4" AND SMALLER. PVC CLASS 315, 2" AND LARGER. 36" COVER UNDER PAVING, 18" COVER /N PLANTING AREAS, SIZES AS INDICATED. PVC CLASS 200 LATERAL L/NE- 12" COVER /N PLANTING AREAS PVC SCHED. 40- 24" COVER UNDER PAVING ' *' c 0 = PVC SCH 40 MANN AND LATERAL UNE SLEEVE 2x DIAMETER OF PIPE G 00 - - SCH. 40 WIRE SLEEVE PRESSURE LOSS CALCULATIONSo .16 CONTROL VALVE VALVE # B-14 B-20 A-1 Z INDICATES VALVE NUMBER GPM (FURTHEST UPHILL) (MOST DEMAND) (FURTHERST DOWNHILL) 14 34 17 '. _..�-INDICATES CONTROLLER `�--INDICATES VALVE GPM WATER METER (2") 0.01 0.9 _ 0.1 PSI INDICATES VALVE SIZE SERVICE LINE 0.02 0.13 0.3 - GATE VALVES 0.15 0.35 0.20 BACKFLOW PREVENTER 10.0 9.0 10.0 Y -•STRAINER 0.1 0.2 0.1 MASTER VALVE _ 1.0 1.5 1.0 VALVE 1.5 1.5 2.5 MAINLINE (2220') 1.6 (1-500') 5.6 750' 6.0 LATERAL LINE & FITTINGS (100) 3.0 (95 2,7 150 1.5 ELEVATION CHANGE (+55.5') 24.0 (+30.0') 13.0 (-•45,5') +19.7 TOTAL PRESSURE LOSS 41.4 34.9 2.0 PSI _ MIMINUM OPERATING PRESSURE 30.0 30.0 30.0 PSI' ci9 MINIMUN PRESSURE REQUIRED 71.4 74.9 32.0 PSI �--� 0 W Z Z AVAILABLE PRESSURE (P.O.C.) (AVE.) 75 75 75 PSI ,. (HIGH 80/ LOW 70) o RESIDUAL PRESSURE 3.6 0.1 43.0 PSI Q �I C'3 SHEET KEY �. bon too,. R,t R4 - t -• c t � QIYLIiO1NClAA.C.EZS126I�.DASG17l3U9