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HomeMy WebLinkAbout4834-2j LOT 12 LOT 13 Wit to vv CONCRETE MOW CURB, DETAIL A SHEET LI -02 PER ____1 DRIVE CIN STANDARDS (BOTH ENDS) - NP. IRRIGATION GENERAL NOTES LOT 14 1 jjq� 1 _ 1 1 RETAINING WALL PER SEPARAT L PLANS - TYP. 1 1 .\ 1- 1 t 1 r/ 1 1 CONCRETE SWALE PER SEPARATE CML PLANS (REFER TO BACK OF PLAN SET) - TYP. 1 A3 1 LOT 15 1. IRRIGATION SYSTEM AS DRAWN ON PLANS IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED 1 14 A2 AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. 1 2. DISCREPANCIES BETWEEN PLANS AND ACTUAL FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ! 14 Al ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT 1 1" PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILI-tY FOR REVISIONS NECESSARY. CONTRACTOR - �•' 1 0 14 SHALL NOT INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST. 1 ` -��' 3. IRRIGATION HEADS SHALL BE LOCATED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS, AND STRUCTURES AND NOT SCALED OFF OF DRAWINGS. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL 11 1 BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. 1 \ 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND MAINTAINING THE LATEST EDITION OF LOCAL GUIDELINES 1 F M ._..-.- AND SPECIFICATIONS FOR LANDSCAPE DEVELOPMENTS AT THE SITE AT ALL TIMES. 1 / DI'���r SLE i T TOLLFREE 'NI® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RFV. I REVISION DESCRIPTION DATE I BY I CITY I DATE 1 1 REVISED PER CITYPLAN CHECK COMMENTS 9/11/09 K71 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 COND1 TIONS AND STANDARDS IN EFFECT. ® 1r 1 •..-.. 1 1 1 f 1 1 \ If IMPORTANT NOTE: 1 LOT 16 1 1 u LOT 17 IF THERE IS A CONFLICT BETWEEN CITY SPECIFICATIONS AND NOTES ON THESE PLANS, THE CITY SHALL OVERRIDE - TYP, SEE SHEET LI -02 FOR IRRIGATION DETAILS SEE SHEET LI -03 FOR IRRIGATION NOTES MAD O L E 1455 AUTO CEN SERITE DRIVE 200 ONTARIO, CA 91761 909.937.9151 F�gineering Communities for Life www.madoleinc.com �PNpSCaLO P�,9 w� os o -J GNATURE --i it 09/30/10 EV. DATE `�� 12/09/09 9% DATE Q� FOF CAl.�FO kTES. INC. t�:r dog // 1_:1NDSCAPE ARC TECT1'SIiE + CO STRUCTIOY BW AGE31ENT 8075 BLUE LAKE DRIVE SdL .DIEGO, CA 92119 PHONE: (619) 742-0209 FAX: (619) 303-6831 E-31AIL: ODAJOHNQCOX.N ET CORPORATE OFFICE 291 SIERRA WAVE SWALL `1EADOWS, CA 93514 PHONE: (760) 214-1870 FAX: (858) 4564939 IRRIGATION LEGEND 12. ALL SHRUB HEADS ADJACENT TO LAWN AND PAVED AREAS SHALL BE MOUNTED ON 6" BODIES MIN. OR PER 5. THE IRRIGATION CONTRACTOR IS REPONSIBLE FOR FAMILIARIZE THEMSELVES WITH ALL GRADE DIFFERENCES, LOCAL GUIDELINES. ALL OTHER SHRUB SPRAY HEADS MAY BE MOUNTED ON RISERS 12" ABOVE FINISH GRADE WITH ` LOCATION OF WALLS, RETAINING WALLS, CURBS, FENCES, WOOD STRUCTURES, CONCRETE STRUCTURES, BUILDINGS, OWNER'S PRIOR APPROVAL. ALL LAWN HEADS SHALL BE MOUNTED ON 4" POP-UP BODIES MIN. OR PER LOCAL UTILITIES, ETC. THE CONTRACTOR SHALL COORDINATE HIS/HER WORK WM THE GENERAL CONTRACTOR AND GUIDELINES. ALL LAWN ROTOR HEADS SHALL BE MOUNTED ON 4" POP-UP BODIES OR PER LOCAL GUIDELINES. OTHER SUBCONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND OTHER MP1000 1806 -SAM STRUCTURES. CONTRACTOR SHALL NOT INSTALL ANY ITEMS WHERE IT IS OBVIOUS THAT THEY ARE IN DIRECT 13. ALL CONTROL EQUIPMENT, SUCH AS REMOTE CONTROL VALVES, BALL VALVES, AND QUICK COUPLER VALVES CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, PERMANENT IMPROVEMENTS OR PEDESTRIAN AND SHALL BE LOCATED IN SHRUB PLANTER AREAS. VEHICULAR SAFETY CONSIDERATIONS. .75 MP ROTATOR RAINBIRD BODY 14. CONTRACTOR SHALL COORDINATE THE LOCATION OF IRRIGATION PIPING WITH THE LOCATION OF TREES (REFER 6, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER ALL PAVED AREAS PRIOR TO PAVING TO PLANTING PLAN) AND SHALL MAINTAIN A MIN. OF 5 FEET CLEARANCE BETWEEN PIPING AND TRUNKS OF TREES INSTALLATION. SLEEVING SHALL BE SCH. 40 PVC PIPE, TWICE THE LINE SIZE CARRIED, AND GROUPED TOGETHER WHEREVER POSSIBLE. CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF ANY WHERE FEASIBLE. SLEEVING SHALL ALSO BE BURIED MIN. 24" UNDER PEDESTRIAN PAVEMENT, AND MIN. 30" UNDER DISCREPANCIES PRIOR TO CONSTRUCTION. VEHICULAR PAVEMENT, OR PER LOCAL GOVERNING CODES AND REGULATIONS, WHICHEVER IS MORE STRINGENT. - REFER TO IRRIGATION LEGEND/NOTES FOR SPECIFICATIONS. 15. CONTRACTOR SHALL INSTALL BELOW HEAD CHECK VALVES AND/OR IN-LINE CHECK VALVES (SIZE AS REQUIRED) - AS REQUIRED TO ELIMINATE ALL LOW HEAD DRAINAGE. 7. CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND PROVIDE THESE TO THE v 1::1' .y, :�...:: .v, p. �%/ �r;• : .. �A.Q`�'l,.aiS3'fi..t `in4.S,Z;:,J»fi��C'`'..A�. ...e':fe:t%. /.•,.'S!7� .if'�.rs+>i: � , r. OWNER'S AUTHORIZED REPRESENTATIVE IN WRITING. IF AVAILABLE STATIC P.S.I. EXCEEDS 75 P.S.I., THE 16. ALL IRRIGATION CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL AND REGIONAL CONTRACTOR SHALL VERIFY THE EXISTENCE OF A PRESSURE REGULATOR AND IF INADEQUATE OR NONE EXISTS, GOVERNING CODES. INSTALL A WILKINS PRESSURE REGULATOR (OR APPROVED EQ.) AND WYE FILTER DOWNSTREAM OF BACKFLOW SYM, ASSEMBLY. 17. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW UNIT TO BE OF MATERIAL AS 18. LOCATE ALL IRRIGATION HEADS AND LINES 8" FROM SIDEYARD PROPERTY LINES ADJACENT TO FENCES, WALLS, REQUIRED BY CURRENT WATER DISTRICT. ETC. AND 2" FROM SIDEYARD PROPERTY LINES IN LAWN AREAS WHERE OCCURS. 9. CONTRACTOR SHALL VERIFY IN THE FIELD WITH THE OWNER'S AUTHORIZED REPRESENTATIVE, AND THE LOCAL 19. CONTRACTORIOPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT GOVERNING AGENCY REPRESENTATIVE, ALL LOCATIONS OF POINT OF CONNECTIONS, WATER METERS, MAIN WATER MATERIAL. AT NO TIME WILL THE CONTRACTOR/ OPERATOR APPLY WATER AT A RATE OR FREQUENCY WHICH SUPPLY LINE, BACKFLOW PREVENTER, AUTOMATIC CONTROLLER RAIN SWITCH, AND VALVES, PRIOR TO CAUSES RUNOFF OR SOIL SATURATION. CONSTRUCTION. 825YA REDUCED PRESSURE BACKFLOW ASSEMBLY IN CAGE OF 20. CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED 10. POINT OF CONNECTION TO BE AT SERVICE LINE DOWNSTREAM OF WATER METER, VERIFY LOCATION, TYPE AND EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. MEASUREMENTS FOR PROPER GROUND SHALL BE VERIFIED AT SIZE PRIOR TO CONSTRUCTION. LEAST ONCE PRIOR TO HOMEOWNER OCCUPANCY, AND NECESSARY ADJUSTMENTS SHALL BE MADE TO COMPLY WITH Vj MANUFACTURER'S SPECIFICATIONS. 11. CONTRACTOR SHALL THOROUGHLY FLUSH ALL LINES AND ADJUST ALL HEADS FOR OPTIMUM SYSTEM ® PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND STRUCTURES SUCH AS BUILDINGS, WALLS, TIPPING BUCKET RAIN GUAGE PER CITY STANDARD SPECIFICATION FENCES, ETC, THIS SHALL INCLUDE, BUT IS NOT LIMITED T0, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT TORO SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE Q APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS 1" DOMESTIC WATER METER TO BE PROVIDED BY BUILDER DI'���r SLE i T TOLLFREE 'NI® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RFV. I REVISION DESCRIPTION DATE I BY I CITY I DATE 1 1 REVISED PER CITYPLAN CHECK COMMENTS 9/11/09 K71 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 COND1 TIONS AND STANDARDS IN EFFECT. ® 1r 1 •..-.. 1 1 1 f 1 1 \ If IMPORTANT NOTE: 1 LOT 16 1 1 u LOT 17 IF THERE IS A CONFLICT BETWEEN CITY SPECIFICATIONS AND NOTES ON THESE PLANS, THE CITY SHALL OVERRIDE - TYP, SEE SHEET LI -02 FOR IRRIGATION DETAILS SEE SHEET LI -03 FOR IRRIGATION NOTES MAD O L E 1455 AUTO CEN SERITE DRIVE 200 ONTARIO, CA 91761 909.937.9151 F�gineering Communities for Life www.madoleinc.com �PNpSCaLO P�,9 w� os o -J GNATURE --i it 09/30/10 EV. DATE `�� 12/09/09 9% DATE Q� FOF CAl.�FO kTES. INC. t�:r dog // 1_:1NDSCAPE ARC TECT1'SIiE + CO STRUCTIOY BW AGE31ENT 8075 BLUE LAKE DRIVE SdL .DIEGO, CA 92119 PHONE: (619) 742-0209 FAX: (619) 303-6831 E-31AIL: ODAJOHNQCOX.N ET CORPORATE OFFICE 291 SIERRA WAVE SWALL `1EADOWS, CA 93514 PHONE: (760) 214-1870 FAX: (858) 4564939 IRRIGATION LEGEND SPRAY .EQUIPMENT SYM. MANUF. MODEL# RAD. PSI GPM DESCRIPTION 90 180 VAN 360 90 180 VAN 360 0 4.72 - 10-15 HUNTER RAINBIRD MP1000 1806 -SAM 8'-15' 40 .19 .37 4.82 .75 MP ROTATOR RAINBIRD BODY 4.85 ® RAINBIRD 1401 ON 1806 BODY - 30 - - .25 - FLOOD BUBBLER �}yV' 3�i'$'%i:.�E:%:1.�'k�..x v 1::1' .y, :�...:: .v, p. �%/ �r;• : .. �A.Q`�'l,.aiS3'fi..t `in4.S,Z;:,J»fi��C'`'..A�. ...e':fe:t%. /.•,.'S!7� .if'�.rs+>i: � , r. .4i+ r • .c..,t. .i..�:W,•�P�. f:r .a '4� :.d :'; 'o. � .?i>5s��f? . �/ •7: S `' x;rwn a ' :.s`�uC'`�: 2:.5.ft�, e'.N�i•S„ i.6S'e�>[;i'y,.<, ADDITIONAL EQUIPMENT SYM, MANUF. MODEL# TORO 220-27-04 -1" BRASS REMOTE CONTROL VALVE - SIZE AS NOTED Q HUNTER HQ-SLRC, QUICK COUPLER WITH LOCKING COVER WLKINS 850 SERIES BALL VALVE, LINE SIZE FEBCO 825YA REDUCED PRESSURE BACKFLOW ASSEMBLY IN CAGE OF HUNTER FLOW -CLICK -100 - FLOW SENSOR HUNTER ICV -101G - 1" MASTER VALVE Vj VALCON ADV SERIES ANTI -DRAIN VALVE - LINE SIZE ® - TIPPING BUCKET RAIN GUAGE PER CITY STANDARD SPECIFICATION © TORO ESB 24-U2-MPEA1610K OB1-VRA Q - 1" DOMESTIC WATER METER TO BE PROVIDED BY BUILDER PIPE / NOTES SYM. - MANUF. MODEL# PWP CLASS 200 PVC LATERAL LINE - SIZE AS NOTED W/12" COVER PWP SCM 40 PVC MAINLINE - SIZE AS NOTED W/18" COVER PWP SCH 40 PVC SLEEVE - TWICE LINE SIZE CARRIED WITHIN VALVE CALLOUT X CONTROLLER STATION NUMBER X VALVE SIZE X GALLONS PER MINUTE LATERAL PIPE SIZING CHART CL 200 PIPE GPM VEL. 3/4" 0-9 4.72 1" 10-15 4.33 11/4" 16-25 4.52 11/2" 26-35 4.82 2" 41-55 4.85 LANDWAEANALYM Z*z ltaC z"aTrxdInd C=arra TMAL k0QIAWIMMAM In IM 11 kIc2�17I 1: I Jit AQUAIri FIWAMOFi.AWMAPM I,S[1•i UWSQL rT.. p AMMSQ.r,r. l X! SQrr. l IMG&TI xMMULA aM MhXMBL111AlInAUMWAWF,(Xt% .i.UNS=YhAltk MWA-OErM x(OXj:M)TALSQ..RT.) a(a62) CA-I)OMlim {awl— cAT_NlL lMllWATfWWA` MUSR(CAUlYMVMYlT_ 'k iiwu� ai: ro�c�xr FArrno�n,� cx�m� >�� kale Ix WAMOH EFUxlENCr 131(I3IDU?A1�it: (cg.TaM (0 7) Ea*w(u) ZM Afth LANDSCAPE CONSTRUCTION PLANS TON TANA, CA DRAWN K7- BON ITA CANYON - TRACT 14244 SEE PLAN SCALE• DESIGNED BY CFD SLOPE AREA DATE: J0 09/11/09 CHECKED BY. N PLAN DRAWING N0. l - zoo 2 J0 lrx 00,0- w & lb 48,34 08/12/09, 09/11/09,17,/09/09