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HomeMy WebLinkAbout5690-7N � ND IF a NOTE: INSTALL BACKFLOW PREVENTER AS REQ, BY LOCAL CODES AND HEALTH DEPT. VERIFY LOCAL REQS. PROR TO INSTALLATION. APPROVED VALVE BOX MASTER VALVE VALVE PRESSURE APPROVED STRONGBOX SIZE AS REQUIRED PURPLE) REDUCED PRENCLOSURE (PURPLE) BRASS NIPPLES (4" MIN. BRASS OR COPPER APPROVED WATERPROOF BACKFLOW ESSUR TER CONNECTORS BALL VALVE LENGTH) VERIFY W/ HARDSCAPING(SEE NOTE 4) NIPPLE &UNION o (2) TOTAL LOCAL CODES PJC MALE ADAPTER EXPANSION LOOP FINISH GRADE TYP. 2 (TWO) PLACES BRASS "Y" -- -_ --- - - w .') 1' IN TURF AREAS WHITE STRAINER W/ P I - AS REQUIRED FINISH GRADE 2" IN SHRUB AREAS BLUE 60 MESH I BRASS 90 ELL TYP.) - - _ _- MONEL SCREEN RED EPDXY FILLED WATERPROOF & BRASS PLUG ) ) ��� �- BLACK CONNECTOR PIG AI EQUAL I O O ) III III 6" MIN. LOOPrIMIN.24'ANSION LONGI 9 I I I I I I 9 -III - 12" MAX. OWM ATION IDONTROLLER ( O O ( 12" MIN. /i /,//i / i / / i ,/ ! / PURPLE PLASTIC VALVE BOX WATERPROOF ALL I = = BRASS UNION (TYP.) CLEAN BACKFILL - SEE / / i / / / / i / / i / WIRE CONNECTIONS ( I / / / ,/ / (CARSON OR EQUALI WITH PLASTIC x - SPECS. FOR MATERIAL. / / / i / i / / / / / / / / / 18" MIN. INTEGRATED LOCKING LID. PLACE AT x - _ / , / / �/ % / %i GRADE INTURF AREAS AND 3" ABOVE 90% COMPACTION REQUIRED / / / / x x IN PLANT BED. , PIG TAIL EXPANSION x I (S I - I PROVIDE 8" MIN. OF SAND % / // / / i / / /' / i i BEDDING AND SHADDING NON PRESSURE i � %// � %// � // / �^eO' opo>O'°Oe e�Oo �e°O' °° LOOP (MIN.24" LONGI " x WHITE a0O o O°o O O O°°sD °o x (COMMONI LATERAL LINE°•, o°°o ° Os oOga Det o6.O Do°p o. O° ( AIR GAP 12" MIN. I "' - g•, p•p SIZE PEL WIRE SLEEVE - / ' �/ i /� / ' // " BLUE 30" MIN. ' R PLAN INSTALL W�p�V III AD ADJACENT TO PRESSURE CLEAN BACKFILL III - III SUPPLY UNE s BRICK, ONE AT EACH PEA GRAVEL MASTER CONTROL CORNER OF VALVE BOX (MIN. 3 CU. FT.) RED VALVE PRESSURE MAIN LINE (PVC) PRESSURE SUPPLY UNE BLACKSLEEVE - SIZE TWICE ANGLE TO SPECIFIED gUppyR OF PRESSURE W R S. T E WIRESCONTROL AND MTOLOW METR _ON DEPTH , SI 45-DEGREEELBOWS, SIZE PER MAIN LINEsuEPLow CONTROL WIRES DRAWINGS. METER ssEIII III III -III MIN. 2' OF CLEAN FARTH PRESSURE SUPPLY LINE oIAUETERFROM P.O.C. .:. - :. ' T III--- UNE SLEEVE RE S ZE TTWICE SAME R A8 DIAMETER OF NON-PRESSURELATERAL LINE FLOW METER NOTES: sm _1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND NOTES:CONC•X72• -.-I'�'-'N III- =� NOTES: SHALL BE INSTALLED ABOVE AND BELOW PIPING. 1. PLACE PEA GRAVEL PRIOR GL INSTALLATION OF VALVE BOX. MINIMUM DISTANCE DOWNSTREAM of CONCRETE == - S 1. ALL SLEEVES TO BE SCH 40 PVC. 2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY UNS 3" 2. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. UNINTERRUPTED PIPE I6x o1AME7ER IAINLINE 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. AND LARGER. 3. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO OF FLOW METER SIZE) =III=III-III-III- H - - DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD ,. I 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 3. WHEN USING RECLAIMED WATER .MAINTAIN MINIMUM 70' HORIZONTAL REDUCE -BUSHING TO BRING PIPING DIAMETER TO VALVE SIZE MINIMUM DISTANCE UPSTREAM OF THRUST BLOCK -III-III-lr FLOOR DRAIN 12 X12"X12"4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CRY SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES. 4. MASTER VALVES 4" AND LARGER TO BE PROVIDED WITH UNINTERRUPTED PIPE 00X DIAMETER CONCRETE STANDARDS. (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW WHERE UNS CROSS, PROVIDE PVC SLEEVE FOR POTABLE UNE FLANGED CONNECTIONS IN LIEU OF UNIONS. OF FLOW METER SIZE) OR METAL TO PVC MALE PIPE THREADS USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC TO PVC THRUST BLOCK HARDSCAPE SURFACE. MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE EXISTING @ P.O.C. 'A' - SEE SHEET L-7 EXISTING @ P.O.C. 'A' - SEE SHEET L-7 EXISTING @ P.O.C. 'A' - SEE SHEET L-7 n I REDUCED PRESSURE B.F. (EXISITING) n 2 J TYPICAL SLEEVING jn3 TYPICAL TRENCHING I n MASTER VALVE (EXISTING) I n' J FLOW METER (EXISTING) 10" CIRCULAR QUICK COUPLING VALVE. APPROVED VALVE BOX TOP OF VALVE SHALL BE (PURPLE) 2" BELOW VALVE BOX COVER STAINLESS STEEL SERVICING ASSEMBLY - CLAMP. 3 REQUIRED 1" IN TURF AREAS 2" IN SHRUB AREAS ;RADE ` 3/4 -INCH WASHED GRAVEL SCH80 NIPPLE LENGTH AS REQUIRED PEA GRAVEL. 2 CUBIC FEET MIN. DEGREE #4 REBAR STAKE 36" LONG L NOTE: PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 6� QUICK COUPLING VALVE PVC SCH 40 ELL PVC SCH BO NIPPLE (TYPICAL, LENGTH AS REQUIRED) 30 -INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION: RAIN BIRD SPLICE -1 (1 OF 2) VALVE BOX WITH COVER RAINSIRD VB-JMB (PURPLE) ID TAG: RAIN BIRD VID SERIES TOP OF MULC FINISH GRADE SEE LEGEND OR ASSEMBZONE ILY ! a. IN, END PVC LATERAL- / Wo MALE ADAPTER -/ E (1 OF 3) 45 DEGREE ELL BACKFILL TRENCH - PER SPECIFICATIONS CONCRETE THRUST - BLOCK, TYPICAL BRICK SUPPORTS (THREE REQUIRED) 'RESSURE LINE FITTING SCH40 90 DEGREE STREET ELL SCHSO NIPPLE LENGTH AS REQUIRED -MAINLINE PIPE- -UNDISTURBED IPE --UNDISTURBED SOIL T i 11 11 u u 90 DEGREE ELL CONCRETE THRUST BLOCK, TYPICAL T MAINLINE PIPE UNDISTURBED ED SOUL BACKFILL 90 DEGREE ELL PER SPECIFICATIONS SECTION VIEW - N.T.S. @6 at least 2 days before you dig Know what's below. 14 Call before you dig. NOTES: • I1�' 'd` 19YL 12" MAX. PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES & NIPPLEUNION PRESSURE MAIN UNE (PVC) PEA GRAVEL ANGLE TO SPECIFIED (MIN. 2 CU.FI) DEPTH WITH 45 -DEGREE ELBOWS, SIZE PER DRAWINGS. NOTES: 1. GATE VALVES 2 172" AND LARGER SHALL BE ANNA APPROVED AND HAVE A r SQUARES OPERATING NUT IN UEU OF BRASS HANDWHEEL AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND URGER SHALL HAVE TRANSIT ADAPTERS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB ARM UNLESS OTHERWISE APPROVED � BALL/GATE VALVE TOP OF MULCH 6 -INCH ROUND VALVE BOX: RAIN BIRD VB-6RND (PURPLE) AIR RELIEF VALVE KIT: RAIN BIRD ARV050 AR VALVE KIT FINISH GRADE VALVE BOX LABELING NOTE: HEAT BRAND ALL VALVE BOX COVERS IN 2" HIGH LETTERS PER EQUIPMENT LOCATED WITHIN VALVE BOXES. LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES LABEL "MV" FOR ALL MASTER VALVES LABEL "AR" FOR ALL AIR RELIEF VALVES LABEL "VALVE STATION" FOR ALL CONTROLL VALVES -�� 12" LEGEND - USE CARSON VALVE BOXES. 1. 10" DIAMETER CIRCULAR VALVE BOX. 4 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 12„ 3. 14" x 19" RECTANGULAR VALVE BOX. 4. 20' x 30" RECTANGULAR VALVE BOX. 3 NOTES 12" A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. 3 B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- S COVER/SHRUB AREA WHERE POSSIBLE - INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUND - COVER. 12 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER �1AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE PLAN MEW BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. 2 F. ALL BOXES TO BE PURPLE IN COLOR NOTE: CONTRACTOR TO USE PURPLE UDS WHEN NON -POTABLE WATER WATER SOURCE IS USED (SEE PLAN) n VALVE BOX INSTALLATION O 6" IRRIGATION BOX (PURPLE) OFINISH GRADE OR MULCH O 1/2" DRIP LATERAL LINE OFLUSH VALVE RAINBIRD MDCFPCAP/ MDCF COUP O PEA GRAVEL GOOOOOO,O0OOOO 5 nOnQnOrnQnOnQ Ono rv,. ,.n,�nn,. nrc- -n n mnv,ma°m vcr n yr SEE LEGEND 3/4 -INCH WASHED GRAVEL NOTE: PLACE ALL AIR RELIEF ASSEMBLY AT HIGHEST SPOT IN THE FIELD FOR EACH SYSTEM. 12 AIR RELIEF VALVE 13 FLUSH VALVE ASSEMBLY Irrigation System Information: Station 'Plant Factol in TVOe ' s0 it area' out ' Etficiencv' GPM ' Run Days' Cvcle/Dav' Hvdrozone Notes ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKING. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. A7 PVC SCH 40 Bubbler PVC SCH 80 NIPPLE, CLOS 1.00 PVC SCH 80 UNION FOR 5.50 SERVICING ASSEMBLY - 2 PVC MAINLINE Potable 3 -INCH MINIMUM DEPTH OF 0.2 3/4 -INCH WASHED GRAVEL 3,926 BRICK (1 OF 4>- 90% PVC SCH 80 NIPPLE (2 -INCH 5 LENGTH, HIDDEN) AND Low PVC SCH 40 ELL A9 PVC SCH 40 TEE OR ELL 1('11) CONTROL ZONE KIT 45 DEGREE ELL BACKFILL TRENCH - PER SPECIFICATIONS CONCRETE THRUST - BLOCK, TYPICAL BRICK SUPPORTS (THREE REQUIRED) 'RESSURE LINE FITTING SCH40 90 DEGREE STREET ELL SCHSO NIPPLE LENGTH AS REQUIRED -MAINLINE PIPE- -UNDISTURBED IPE --UNDISTURBED SOIL T i 11 11 u u 90 DEGREE ELL CONCRETE THRUST BLOCK, TYPICAL T MAINLINE PIPE UNDISTURBED ED SOUL BACKFILL 90 DEGREE ELL PER SPECIFICATIONS SECTION VIEW - N.T.S. @6 at least 2 days before you dig Know what's below. 14 Call before you dig. NOTES: • I1�' 'd` 19YL 12" MAX. PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES & NIPPLEUNION PRESSURE MAIN UNE (PVC) PEA GRAVEL ANGLE TO SPECIFIED (MIN. 2 CU.FI) DEPTH WITH 45 -DEGREE ELBOWS, SIZE PER DRAWINGS. NOTES: 1. GATE VALVES 2 172" AND LARGER SHALL BE ANNA APPROVED AND HAVE A r SQUARES OPERATING NUT IN UEU OF BRASS HANDWHEEL AND FLANGE CONNECTIONS IN LIEU OF UNIONS. 2. GATE VALVES 8" AND URGER SHALL HAVE TRANSIT ADAPTERS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB ARM UNLESS OTHERWISE APPROVED � BALL/GATE VALVE TOP OF MULCH 6 -INCH ROUND VALVE BOX: RAIN BIRD VB-6RND (PURPLE) AIR RELIEF VALVE KIT: RAIN BIRD ARV050 AR VALVE KIT FINISH GRADE VALVE BOX LABELING NOTE: HEAT BRAND ALL VALVE BOX COVERS IN 2" HIGH LETTERS PER EQUIPMENT LOCATED WITHIN VALVE BOXES. LABEL "GV" FOR ALL GATE VALVES LABEL "FM" FOR ALL FLOW MASTER VALVES LABEL "QCV" FOR ALL QUICK COUPLING VALVES LABEL "FV" FOR ALL FLUSH VALVES LABEL "MV" FOR ALL MASTER VALVES LABEL "AR" FOR ALL AIR RELIEF VALVES LABEL "VALVE STATION" FOR ALL CONTROLL VALVES -�� 12" LEGEND - USE CARSON VALVE BOXES. 1. 10" DIAMETER CIRCULAR VALVE BOX. 4 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 12„ 3. 14" x 19" RECTANGULAR VALVE BOX. 4. 20' x 30" RECTANGULAR VALVE BOX. 3 NOTES 12" A. CENTER VALVE BOX OVER VALVE TO FACILITATE SERVICING OF VALVE. 3 B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 12" SET FLUSH WITH FINISH GRADE IN TURF AREAS. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- S COVER/SHRUB AREA WHERE POSSIBLE - INSTALL IN TURF ONLY IF THERE IS NO ADJACENT GROUND - COVER. 12 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER �1AND PERPENDICULAR TO EDGE. E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE PLAN MEW BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. 2 F. ALL BOXES TO BE PURPLE IN COLOR NOTE: CONTRACTOR TO USE PURPLE UDS WHEN NON -POTABLE WATER WATER SOURCE IS USED (SEE PLAN) n VALVE BOX INSTALLATION O 6" IRRIGATION BOX (PURPLE) OFINISH GRADE OR MULCH O 1/2" DRIP LATERAL LINE OFLUSH VALVE RAINBIRD MDCFPCAP/ MDCF COUP O PEA GRAVEL GOOOOOO,O0OOOO 5 nOnQnOrnQnOnQ Ono rv,. ,.n,�nn,. nrc- -n n mnv,ma°m vcr n yr SEE LEGEND 3/4 -INCH WASHED GRAVEL NOTE: PLACE ALL AIR RELIEF ASSEMBLY AT HIGHEST SPOT IN THE FIELD FOR EACH SYSTEM. 12 AIR RELIEF VALVE 13 FLUSH VALVE ASSEMBLY Irrigation System Information: Station 'Plant Factol in TVOe ' s0 it area' out ' Etficiencv' GPM ' Run Days' Cvcle/Dav' Hvdrozone Notes ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. SUPPLY LINES 2 1/2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKING. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE MANUFACTURER'S INSTALLATION SPECIFICATIONS. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. A7 0.8 Bubbler 11 1.00 90% 5.50 5 2 High Potable AS 0.2 Drip -18" 3,926 0.43 90% 19.60 5 2 Low Potable A9 0.5 Drip - 18" 3,739 0.43 90% 18.70 5 2 Moderate Potable A10 0.2 Drip -18" 1,698 0.43 90% 8.50 5 2 Low Potable All 0.5 Bubbler 20 1.00 90% 10.00 5 2 Moderate Potable Al2 0.2 Drip -18" 1,381 0.43 90% 6.90 5 2 Low Potable A13 0.2 Drip -18" 2,377 0.43 90% 11.90 5 2 Low Potable A14 0.5 Drip -18" 2,534 0.43 90% 12.70 5 2 Moderate Potable Establishment Irrigation Schedule Station Run Days per week Cycles (Start times) Jan Feb Mar Apr Minutes per Cycle May June July Aug Sept Oct Nov Dec A7 5 2 3 4 6 7 9 ll 13 12 9 7 4 3 A8 5 2 2 3 4 4 5 6 7 7 5 4 2 2 A9 5 2 5 6 9 11 13 16 18 17 14 10 6 5 AID 5 2 2 3 4 4 5 6 7 7 5 4 2 2 All 5 2 2 3 4 5 6 7 8 7 6 4 3 2 Al2 5 2 2 3 4 4 5 6 7 7 5 4 2 2 A13 5 2 2 3 4 4 5 6 7 7 5 4 2 2 A14 1 5 1 2 5 6 9 1 11 1 13 16 18 17 14 10 6 5 Established Irrigation Schedule Station Run Days perweek Cycles (Starttimes) Jan Feb Mar Apr Minutes per May June Cycle July Aug Sept Oct Nov Dec A7 5 2 3 4 5 6 8 9 11 10 8 6 3 3 A8 5 2 2 2 3 4 4 5 6 6 5 3 2 2 A9 5 2 4 5 7 9 11 13 15 14 11 8 5 4 A10 5 2 2 2 3 4 4 5 6 6 5 3 2 2 A11 5 2 2 2 3 4 5 6 7 6 5 4 2 2 Al2 5 2 2 2 3 4 4 5 6 6 5 3 2 2 A13 5 2 2 2 3 4 4 5 6 6 5 3 2 2 A14 5 1 2 4 1 5 7 9 11 13 15 14 11 8 5 4 NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL VALVE SIZE REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE 117�1�[� Y. �Z�J'�► Y:Zi]ftll@iii! Data Reference Evapotranspiration (Etc) Amounts: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec 2.00 1 2.70 1 3.80 1 4.60 1 5.70 1 6.90 1 7.90 1 7.40 1 5.90 1 4.20 1 2.60 1 2.00 Total Yearly Eta: 55.60 inches V ROOT WATERING SYSTEM: Reference Evapotranspiration (ET.) Average ETAF 55.61 RAIN BIRD RWS-B-C-1401 (INCLUDES RETAINER, 38"(91,4 Non -Residential 0.45 Hydrozone ri/Planting Description' CM) TUBE, 0.25 GPM (0,95 L/M) BUBBLER & INTEGRATED Irrigation Method° Irrigation Efficiency (IE)` ETAF (PF/IE) CHECK VALVE, 41(10,2 CM) PURPLE GRATE, VERSATILE ETAF Area [Esft,,-.t.,d Total e (ETWU)d Regular Landscape Areas SWING ASSEMBLY WITH 1/2'(1,3 CM) M NPT INLET) 2.6 MAINLINE (350' @ 2") O L BUBBLER: RAIN BIRD 1401 0.25 GPM (0,95 L/M) (INCLUDED) Drip - Mod(Potable) 0.5lDrip O FINISH GRADE/TOP OF MULCH ® 4" (10,2 CM) PURPLE LOCKING GRATE - Drip - Low(Potable) 0.2 Drip 0.81 RWS-GRATE-P (INCLUDED) 9382 2317 79856 7 6 a O 12" (30,5 CM) SWING ASSEMBLY (INCLUDED) 0.75 0.27 © 1/2" (1,3 CM) MALE NPT INLET (INCLUDED) Bubbler- High (Potable) 0.8 Overhead 9 O PVC SCH 40 TEE OR EL 11 12 404 Q PVC OR POLYETHYLENE LATERAL PIPE 0.75 0.00 O 4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID 0.75 BASKET WEAVE CANISTER (INCLUDED) 0 0 10 10 OPTIONAL SOCK (REDS -SOCK) FOR SANDY SOILS 0.75 0.00 it TREE LOCATION NOTES: 1. 4" (10,2 CM) GRATE IS ALSO AVAILABLE IN PURPLE (RWS-GRATE-P). 2. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 3. OPTIONAL SAND SOCK (RWS-SOCK) IS 34" (86,4 CM) IN LENGTH TO COVER MESH BASKET AREA. 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. NOTES: 1. INSTALL CONTROL AND VALVES MINIMUM 2' APART, 2' FROM STRUCTURES OR HARDSCAPE IN SHRUB AREAS. 2. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX. 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE -BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL VALVE SIZE REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE 117�1�[� Y. �Z�J'�► Y:Zi]ftll@iii! Data Reference Evapotranspiration (Etc) Amounts: Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec 2.00 1 2.70 1 3.80 1 4.60 1 5.70 1 6.90 1 7.90 1 7.40 1 5.90 1 4.20 1 2.60 1 2.00 Total Yearly Eta: 55.60 inches ETAF Calculations Regular Landscape Areas _ Total ETAF x Area 6206 Total Area 15686 Average ETAF 0.40 All Landscape Areas Total ETAF x Area California Water Efficient Landscape Worksheet Total Area * Reference Evapotranspiration (ET.) Average ETAF 55.61 Project Type Non -Residential 0.45 Hydrozone ri/Planting Description' Plant Factor (PF) Irrigation Method° Irrigation Efficiency (IE)` ETAF (PF/IE) Landscape Area (Sq. FtJ ETAF Area [Esft,,-.t.,d Total e (ETWU)d Regular Landscape Areas VALVE 2.6 MAINLINE (350' @ 2") 2.3 LATERAL LINE Drip - Mod(Potable) 0.5lDrip 0.81 0.62 6273 3872 133483 Drip - Low(Potable) 0.2 Drip 0.81 0.25 9382 2317 79856 Bubbler- Mod (Potable) 0.2 Overhead 0.75 0.27 20 5 184 Bubbler- High (Potable) 0.8 Overhead 0.75 1.07 11 12 404 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.751 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 0.75 0.00 0 0 Totals 15686 6206 213927 Special Landscape Areas 1 1 1 1 0 0 0 0 0 0 0 0 Totals 0 0 0 ETWU Total 213927 Maximum Allowed Water Allowance (MAWA)e 243328 ETAF Calculations Regular Landscape Areas _ Total ETAF x Area 6206 Total Area 15686 Average ETAF 0.40 All Landscape Areas Total ETAF x Area 6206 Total Area * 15686 Average ETAF 40l I Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. NOTE: - TOTAL AREA ABOVE IS AN ADJUSTED TOTAL FOR IRRIGATION CALCULATION PURPOSES ONLY - ACTUAL TOTAL LANDSCAPE AREA IS 15,655 SQ. FT. NOTE: FOR THE ESTABLISHMENT PERIOD, THE CONTRACTOR IS TO SELECT THE APPROPRIATE 90 DAY PERIOD (I.E. MAY,JUNE,JULY) FROM THE ANNUAL SCHEDULE PROVIDED RUN TIMES COMPLY WITH RECLAIMED WATERING WINDOW REQUIREMENTS PRESSURE LOSS CALCULATIONS CAI VALVE # VARIES GPM 40 GPM MAX. (UP TO (2) VALVES RUN SIMUL.) WATER METER (1 1/2") 3.3 BALL VALVES (7) 1.5 BACKFLOW PREVENTER (1 1/2") 12.0 FLOW METER 1.2 MASTER VALVE (2") 1.6 VALVE 2.6 MAINLINE (350' @ 2") 2.3 LATERAL LINE (5.0 MAX.) ELEVATION CHANGE (UP GRADE 29') +12.6 FITTING LOSS (10%) 4.2 TOTAL PRESSURE LOSS 46.3 MINIMUM OPERATING PRESSURE 30 DESIGN PRESSURE REQUIRED 76.3 AVAILABLE PRESSURE (P.O.C.) 114.0 SET PRESSURE REGULATOR @: 80.0 RESIDUAL PRESSURE REMAINING +3.7 IRRIGATION DESIGN CRITERIA -'A' (POTABLE WATER) Name of Water Supplier: West Valley Water District 14-2017 Pressure Given By: Angela @ Engineering (909) 875-1322 AVAILABLE WATER PRESSURE - 114 PSI . ZONE HIGHEST ELEVATION ON THIS SYSTEM 78.7 101.4 PSI LOWEST ELEVATION ON THIS SYSTEM 49.7 114.0 PSI WATER METER ELEVATION = 49.7 114.0 PSI Contractor shall verify the static water pressure with supplier prior to installation. If different from PSI noted above, Contractor to notify Owner for instructions. Failure to do so will result in contractor being responsible for changes that might occur. D ® 1 CITY OF FONTANA LANDSCAPE PLANS DRAW W. CITRUS AVENUE (EAST SIDE) FROM AS SHOWN �auaEo BY. STA. 115+00 TO 125+60 DAM IRRIGATION DETAILS, CALCS. & SCHED. as0¢a m APPMNED sA nwa 7 WTI c1Tr Da-necR PTs. oras EXP. mre 56790 10 j I T C$ O A P IE j Landscape Architecture and Planning 3190 82 Airport Loop Drive Costa Mesa, CA 92626 RT.hcrd Polhamas, Clear. ESA -#2782 (949) 644-9370 (714) 210-3140 FAX M /W 0 N U v-1 W O H IM + IL ® Or -t rte, Vl U V o�`AND SCgp� Pg4 A. Pa(HA 'DAO Ill LSPC 17-007 DATE 2/3/17 JOB 16-026 L6 OF 9 CAI Vr \ � � L� ® W W W 00 >q�',4j V yy O1 zIc� U `e/ o�`AND SCgp� Pg4 A. Pa(HA 'DAO Ill LSPC 17-007 DATE 2/3/17 JOB 16-026 L6 OF 9 CAI W � L� ^ W W W z V zIc� Its `e/ V F -d U o�`AND SCgp� Pg4 A. Pa(HA 'DAO Ill LSPC 17-007 DATE 2/3/17 JOB 16-026 L6 OF 9