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HomeMy WebLinkAbout5290-17SUBMITTAL TRACKER 05/31/2013 FIRST SUBMITTAL 04/13/2015 SECOND SUBMITTAL 07/10/2015 MYLAR SUBMITTAL _937 1906 331 A13 LC7tiot ■ 1 98 ■ _ LOWmm... I + 1042 313 Aly LCiNf 0.3 1062 r- ■ A':2 LOW 031 1138 341 w_.. ......... LOW 0.3 w ■ 161 __±' A14 LOW 03 V J■ 741 AI5 pL w �� pL 13691 w ■�,a... -_,a .... ... - LVW _ .. 0-3 13781 413 .. ■ �'��� LOW C37 w■...._., _..: _::..::_.......: .:.::.:...:.:......1:6..2.. A1.8 Z ■ 3 1" J ■ At9 1082 -0, 0.31 9703E 298. U■ LOW 0,31 Q; 'E' STR l 834 250 G t °'3 _ _ ■ 6� I-ag 1 ■ a.3 1808 142 0'a 328 - 0,.3 f,979' 9:3 _:2:321' 0.3 1ai9 5€35 EET L 6+07 0�6+ i ,CD CD Lu Iui LL ED` �.. DATE SUBMITTAL TRACKER 05/31/2013 FIRST SUBMITTAL 04/13/2015 SECOND SUBMITTAL 07/10/2015 MYLAR SUBMITTAL r w W cn w w cn w z J U CQ G TOLL FREE -Iqmmompp- 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT WATER EFF1ClENT LANDSCAPE WORKSHEET T. S'f"iRri,ATEl TOTAL WATEP USE;: (ET)VVUi ............ TWU :: !Etva ,C 62F I(PF,"YIE+SLAI t3 = REFERENCE EVAPO'RANSPIRAITION FROM APE iIXA (INCHES PER YEAR F PLANT FACTOR FROM, WUC€7L5 A = HYDROA AREA IHIGE1 MEDIUM AND LOW WATER USEZ-AREAS] (SQUARIE EET) LA = SPECIAL LANDSCAPE AREA fSQUARE FEET) ...... 62 = CE?NVERS FACTOR (TO GALLONS PER SQUARE FOOT) IRRr3ATtON EFFICIENCY WI iIMUM 0,76) OR PER t-Ol-AL AGENCY EC UIREMENTS HYDROZONE TAIBLE FOR CAL"', LATiNG ETWU P A€�tT'.' AT f f'i RivT FACTt�R AE2EA #E4ij�� YDROZONEI LASE r{pE{S} (PFI tS"�1 Pt x FIA (SFI ,47 LOW 0.3 VALVE CALL -OUT 281 LOW LO� 03 _937 1906 331 A13 LC7tiot 0.3 1 98 o I _ LOWmm... I + 1042 313 r w W cn w w cn w z J U CQ G TOLL FREE -Iqmmompp- 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT WATER EFF1ClENT LANDSCAPE WORKSHEET T. S'f"iRri,ATEl TOTAL WATEP USE;: (ET)VVUi ............ TWU :: !Etva ,C 62F I(PF,"YIE+SLAI t3 = REFERENCE EVAPO'RANSPIRAITION FROM APE iIXA (INCHES PER YEAR F PLANT FACTOR FROM, WUC€7L5 A = HYDROA AREA IHIGE1 MEDIUM AND LOW WATER USEZ-AREAS] (SQUARIE EET) LA = SPECIAL LANDSCAPE AREA fSQUARE FEET) ...... 62 = CE?NVERS FACTOR (TO GALLONS PER SQUARE FOOT) IRRr3ATtON EFFICIENCY WI iIMUM 0,76) OR PER t-Ol-AL AGENCY EC UIREMENTS HYDROZONE TAIBLE FOR CAL"', LATiNG ETWU P A€�tT'.' AT f f'i RivT FACTt�R AE2EA #E4ij�� YDROZONEI LASE r{pE{S} (PFI tS"�1 Pt x FIA (SFI ,47 LOW 0.3 VALVE CALL -OUT 281 LOW LO� 03 _937 1906 331 A13 LC7tiot 0.3 328 98 A1Q _ LOWmm... 0..3 1042 313 Aly LCiNf 0.3 1062 31m A':2 LOW 031 1138 341 3 LOW 0.3 604 161 __±' A14 LOW 03 200 741 AI5 Low 0.3 13691 411 A18 LVW _ .. 0-3 13781 413 7A':7 LOW 03. 2467 Y40 A1.8 LOW 3 884'; 2&5 At9 LOW -0, 0.31 9703E 298. A20 LOW 0,31 3601 103 Aad LOW A37 A44 A45 A46 A47 81 62 B9 LOW B"0 LOW B"1 Low R12 Low B13 Lbw 814 LOW si'5 LOW B16 ... . ._ LOW B17 LOW 818 LOW 819 LOW Btu LOW 924E LOW B22 Lo 823 LOW 824 LOW 825 Law 026 LOW 6 7'_L'_0W 828 LOW 839 CA C5 �1 C8 '1lg LOW !:o__W LOW LOW Low E[1Fe,*i'1 LEGENDS AND NOTES: IRRIGATION LEGEND SYM. MODEL VALVE CALL -OUT 1-10 GPM = 1" RAINBIRD PESB-R VALVE WITH QKCHK-100M QUICK CHECK BASKET FILTER AND BALL VALVE #VALVE NUMBER 10-40 GPM = 1-1/2" RAINBIRD PESB-R VALVE WITH TWO (2) QKCHK-100M QUICK 0.3 CHECK BASKET FILTERS AND BALL VALVE 36F, INSTALL PRESSURE REGULATOR IF PRESSURE IS OVER 75 PSI 0.3 111 341 RAINBIRD RWS-B-C-1401 (0.25 GPM BUBBLER) IN ROOT WATERING SYSTEM, 0'3' REFER TO INSTALLATION DETAIL THIS SHEET 1H WATTS B -6080 -SS -SH FULL PORT BRASS BALL VALVE - LINE SIZE - INSTALL IN 0.3 622 'Qr PURPLE VALVE BOX 0.3 RAINBIRD QUICK COUPLER MODEL 33 -DNP 4" QUICK COUPLER VALVE IN G NOTES (TYPICAL): 507 "9- PURPLE VALVE BOX CONTROLLER - TORO SENTINAL IN APPROVED STAINLESS TEEL EDISON METER oaf BOX MODEL # ESB48-U2-MPEA161 OK-OB4-VRA ASSEMBLY BY AQUAFLO SUPPLY 03 1681 CONTACT: CORY RADEN (805) 967-1938 My 1" HUNTER BRASS MASTER VALVE - MODEL IBV -101G -R Fs 1" DATA INDUSTRIAL FLOW SENSOR BADGER 735 SERIES ® 1" FEBCO 825Y REDUCED PRESSURE BACKFLOW ASSEMBLY W/ RECLAIMED 0.3 1091: 327 WATER TAG. WITH CAGE AND GAURDSHACK TO FIT �W WATER METER 1-1/2" PER CIVIL ENGINEER'S PLANS 722 ROUND PULL BOX FOR WIRING, CONTRACTOR TO INSTALL 2 SPARE WIRES AND © A COMMON WIRE IN A PULL BOX AT ALL ENDS OF THE MAINLINE AS SHOWN ON 0.11 THE IRRIGATION MASTER PLAN = SCH 40 PVC SLEEVE SIZE PER PLAN 0.3 100 32? SCH 40 PVC LATERAL LINE 3/4" UNLESS 975 OTHERWISE NOTED ON PLAN 3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF RAINBIRD DRIPLINE XFS-P-09-12, OR EQUAL, 12" -oL-oL-oL-oL-oL-o - ROW SPACING - - - - - - - - - - - - - CLASS 315 PVC MAINLINE - SIZE 2-1/2" C29 I LOW I 0:31 16041 .451 Cal LOW Lr.1Wr LOW ESTfi4TED Tt}TAL NATER USE _ 2,177,716' GALLONS PER YEAR VALVE CALL -OUT £iW.hIU #VALVE NUMBER 0<3 1521 46 .m. 0.3 1220 36F, # GALLONS PER MINUTE # VALVE SIZE 0.3 111 341 0:3 - 123$ 3 7 0'3' 1 379 # AREA IN SQUARE FEET # HYDROZONE 0.3 622 'Qr 0,3 142 6 ". _.. ..._ ........... 0.3 940 � NOTES (TYPICAL): 507 "9- 224 67 1019, oaf 1) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. ALL TO BE LOCATED WITHIN 2' OF BACK OF CURB. DRIP IRRIGATION NOTES: 03 1681 0:3 u1 0,3 9% 9 _ 0.3 541 0.3 ?010 ,,, T- INSTALLATION NOTES 0.3 1091: 327 0.3 1021 306 ARCHITECTURE 722 1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF. 2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT 0.3 824 247 ---, 0.3 878 2613 0.11 e88 2; INFORMATION. 0.3 100 32? 3 975 293 3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF .3 2641 0 ...:...- 4 ,3 1'€4147 34 0.3 11 4r.1 344 PIPE TO BE SLEEVED. 4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAY' TO ALLOW FOR EXPANSION AND CONTRACTION DUE TO CLIMATIC CONDITIONS. 5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND CLEANED PRIOR TO INSTALLATION. n a �1' 2�4 73.3 11r.4�2.{y� 343 03 LY91 74 0,3 1117, 0:3 7 T: _ 0.3 909: 1? 1 6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE 03 1112 l 834 250 KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES. 7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO °'3 _ _ 0.3 0.3 6� I-ag 1 PURGE SYSTEM OF ALL DEBRIS. 8. DO NOT USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES. a.3 1808 142 0'a 328 - 0,.3 f,979' 9:3 _:2:321' 0.3 1ai9 5€35 C29 I LOW I 0:31 16041 .451 Cal LOW Lr.1Wr LOW ESTfi4TED Tt}TAL NATER USE _ 2,177,716' GALLONS PER YEAR £iW.hIU ETWU = 56. X0.62) IE44561 XG-Tt+(43}j ETWU � 434.9€i X62781,6g7) E fJdLP 7113ft46 ETvitU W 2,177,715 GALONS PER YEAR �PNDS � pF � # 5 �Uf �� bm[a P 5 Oti 0l w L A N D S C A P E DRAWN BY: 01/31/16 -' ARCHITECTURE SK, SF, YM EXP. DATE DESIGNED BY: 7/10/15 SK sJ DATE �P 310 NORTH JOY STREET I CORONA, CA F 92879 CHECKED BY: Of &,0 T: 951.737.1124 I F: 951 .737.6551 SK BM SITE MAP W Q HIS SHEET - BASELINE AVE NTS D. R. HORTON TR 18859 - CFD LANDSCAPE PLANS SCALE: R I GAT I N PLAN DATE: 1"=20' / 11-07-14 APPRO D BY:���� DRAWING NO.: ATE:17 • 5290 40 CITY ENGINEER R. CC. E. 51152