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PZ - L2.1_Details and Notes A B C D E F G H I J K L M N 0 P STAMP:00000su000 RECTANGULAR HEAVY DUTY 12"ROUND VALVE BOX OO�OO OMl0 w 1 DESIGN BUILD IRRIGATION SPECIFICATIONS 1 0 o W PLASTIC VALVE BOX WITH LOCKING O S O o LID,AS SPECIFIED o� �o QUICK COUPLER VALVE WITH ° .�� o z 1. CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO CONSTRUCT A FINISH GRADE COVER o �0 0 o LA-276 �o FULLY AUTOMATIC AND OPERATIONAL SPRINKLER IRRIGATION SYSTEM. THE COMPLETED _ FINISH GRADE 10/11/2021 00 w PRESSURIZED SYSTEM (INCLUDING POINT OF CONNECTION TO WATER SUPPLY, BACKFLOWCuAANUM/ 1I=III-III-III z iv 00 j ADO PREVENTER, SHUT OFF VALVE, DRAIN VALVE, FILTRATION, MAINLINE, VALVES, LATERALS, 1"AIR&VACUUM VALVE ASSEMBLY II II II I II II I II II FINISH GRADE FINDERS TAPE °°o p00000p 0 HEADS, CONTROLLER, AND WIRING AS REQUIRED) SHALL PROVIDE 100% COVERAGE TO ALL z ARI D-040 C OR EQUAL. -III-III-III FILTER FABRIC BARRIER (9"DEEP) o PROPOSED PLANTING AREAS TO THE MATURE GROWTH SIZE OF ALL PROPOSED PLANT - MATERAIL. THE UNDERGROUND SPRINKLER IRRIGATION SYSTEM SHALL BE DESIGNED AND I-III I I—I I=I I o° o o° o o LATERAL LINE DATE: z LASCO BRASS STABILIZER N m .I I -I I I-I I I-I NO. 5 REBAR OR 1"SCH.40 STEEL z -III-III- (MIN. 12"DEEP) �����j�2�21 w CONSTRUCTED USING THE VALVES, PIPING, FITTINGS, CONTROLLERS, WIRING, ETC., OF _ _ _ I I=III=III o 0 0 _ PIPE,WITH (2)STAINLESS STEEL 0 0 0 0 0 SIZES AND TYPES ADEQUATE FOR THE AREAS SHOWN AND MEETING ALL APPLICABLE CODES -III-III-III-I I- -III=III=I SAND OR ROCK FREE ° GEAR CLAMPS OR APPROVED p �j �j v, 2 AND MANUFACTURER'S RECOMMENDATIONS. THE DESIGN MEET ALL REQUIREMENTS SHOWN -III=III=III=III=I I EQUAL. I I-III-III o 0 0 0 6"DEEP PEA GRAVEL SOIL AROUND ALL PIPE 2 azc= W o III=III=III=III=I I -III-I I- IN IRRIGATION DETAILS ON THIS PAGE, SHALL MATCH EXISTING IRRIGATION EQUIPMENT(IF I= I= I= I= I= I I=I I=I o 0 0 � i N • 3 y°W''LL°z 0 WOCO�� w ANY IS PRESENT) IN BOTH TYPE AND MANUFACTURER AND ONLY ONE MANUFACTURER'S -III-III-III-III-III -III-III- - - - - - - - - SCHEDULE 80 NIPPLE MAINLINE \� Wma°mm� 0 PRODUCT SHALL BE USED IN ANY ONE CLASS OR TYPE OF PRODUCT. ALL EQUIPMENT SHALL I�=III=III=III=III= 1"SCH.so NIPPLE I MI I-I I=1 I=1 I=1 I=1 I- -I I III=III=III=III=� (24" DEEP MIN.) �� y z W�; = -III-III-III-III-III-III- Z r � Z BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND STANDARD INSTALLATION MAINLINE(24" DEEP MIN.) moo�Qom W -I I-I I-III-III-I 1"BALL VALVE =III=III=III=III=III=I I III= III=III=III= - TAPE AND BUNDLE cg N o a z o PRACTICES. -III-III-III-III-III - - - - - - - CONTROL WIRE AT 10'-0" QZ�k 2. CONTRACTOR IS TO SUBMIT AN IRRIGATION DESIGN PLAN FOR REVIEW AND APPROVAL BY �=III-III-III-III- VALVE BOX EXTENSION AS O.C. INTERVALS ALONG 'W I I-III-III-III-I I I _ _ _ _ -I MAIN LINE THE OWNER'S REPRESENTATIVE PRIOR TO ORDER OF MATERIAL OR CONSTRUCTION OF -III—III—III—III REQUIRED I I�= III =III=1I III=1 III= _ - 90'STREET ELLS -III-I I I tiz SYSTEM. ALLOW 2 WEEKS FOR REVIEW OF PLANS PRIOR TO COMMENCING ORDERING OF = =III-III o 0 0 0 0 0 0 -III= =III-III =III - =III=� I=III=I II- _ ki III=III=III= I PAVING BRICK(1 OF 4) 90' STREET ELLS I- -III-III-I I III-I I I I I I SCHEDULE 80 NIPPLE -III-III- -III- `n a z MATERIALS. CONTRACTOR TO COORDINATE REVIEW FEES, IF REQUIRED WITH OWNER AND _ _ _ =III=III=III— =III— =III= III=III=III— —III=III_ ¢ oR rn v o =1I I-III-III- _ _ _ _ N N INCLUDE ALL FEES IN SUBMITTED BID FOR CONSTRUCTION. ALL SUBMITTED DESIGN PLANS -I I II III=III=IIII; 1"SCH.80 NIPPLE SCHEDULE 40 I=III=III=III=III-1I I='' =III=III=III=_ _ _ _ _ _=III=III= Q —III-III-III-III-III-III-III-III-I I-I I I-I' > o N 1 A � J 3 SHALL BE WELL DRAFTED AND INCLUDE ALL NECESSARY SYSTEM INFORMATION SUCH AS III-III- FITTINGS _ _ _ _ _ _ -a -Q o III III=III=III=III=III=1 REDUCER/ADAPTER As REQUIRED IIII II I I=III=III=III-III-III-III-III�I I I 3 N N M �, " F PSI, GPM, PIPE SIZES, HEAD LOCATIONS, VALVE LOCATIONS, PSI LOSS CALCULATIONS, FILTER FABRIC BARRIER - - - -III-III_-III-III-III-III-III PRECIPITATION RATES, RECOMMENDED WATER SCHEDULE, ETC. CONTRACTOR TO VERIFY = III I I M I M I M I I=III= o m o00 = v WATER SOURCE LOCATION, SIZE, GALLONS PER MINUTE, AND PRESSURE PRIOR TO DESIGN. 6" DEEP PEA GRAVEL SUM - I-III-III-III-I QUICK COUPLER VALVE Z I III=III=III=III-I ° 3. COORDINATE DESIGNED IRRIGATION NEEDS WITH AVAILABILITY OF WATER FROM SOURCE =III=III=III=� 4 TRENCH SECTION = o� �. z NOT TO SCALE INCLUDING TIMES AND/OR DATES WATER IS AVAILABLE. VERIFY CONTROLLER NEEDS PRIOR I I-I I I-I I I-I I I= NOTE: a Q z HARCO SCH 40 PVC I-I I I-I I I-I I I- NOT TO SCALE i TO SYSTEM DESIGN. GASKETED SERVICE TEE OR I I I-I I I-I I I-I I I= 1. AIR AND VACUUM RELEASE TO BE _ 4. COORDINATE LOCATION OF CONTROLLER WITH OWNER. INSURE DESIGN ALLOWS FOR APPROVED EQUAL OR ROMAC - -III-III-III- PLACED ON HIGHEST MAINLINE 4.0 v o ADEQUATE DRAINAGE OF SYSTEM, AND ALLOWS FOR COMPLETE WINTERIZATION OF 202N PIPE SADDLE OR .: :. I I El I I-I I I-I I I-I I I- POINT. FIELD ADJUST AS _ -a N SYSTEM. DESIGN SHALL CONSIDER NEED FOR CHECK VALVES IN HEADS TO RESTRICT LOW APPROVED EQUAL °: 't :'. I-III-III=III�� REQUIRED. OR APPROVED BLANK YELLOW ID TAG Q W Q = w • III-III-III-� OR APPROVED EQUAL L a HEAD DRAINAGE IN SYSTEM. ``.°•'••. =III=III-III Q 00 W 5. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED 110V POWER TO CONTROLLERS. THRUST BLOCK PER =-I 1=j II Ii 1=' RECTANGULAR HEAVY DUTY _ _ - m a Y 4 ELECTRICAL WIRING SHALL BE INSTALLED ACCORDING TO LOCAL CODE. THE COST OF ALL DETAIL PLASTIC VALVE BOX WITH LOCKING '=III=III=III I=1I III=III=_III 4 •�� W ELECTRICAL WORK NECESSARY TO MAKE THE AUTOMATIC EQUIPMENT WORK SHALL BE LID,AS SPECIFIED 1=III=III=1 III=1 =III •III �i y m o AIR RELIEF VALVE -I'I—_ _I'I J _ = W INCLUDED IN THIS CONTRACT. _ _ _ _ a 24"SLACK WIRE ROLLED NEATLY, �-III-III- III-III 6. SYSTEM DESIGN SHALL FOLLOW INDUSTRY DESIGN STANDARDS INCLUDING TO SIZE PIPE TO 1 NOT TO SCALE USE 3M DBY WATER PROOF WIRE III-III—III I I=III=1 "� '' o MAINTAIN LESS THAN 5 FPS VELOCITY, USE A MINIMUM PIPE SIZE OF 3/4", SLEEVE ALL PIPE CONNECTORS ;I I -I I -I I III I I-I FINISH GRADE l z UNDER PAVING, WALKS AND ROADWAYS, MINIMIZE PRESSURE LOSS DUE TO FITTINGS AND 77 4"VALVE I_=III=IIIWillIII-III- ROTOR POP-UP SPRINKLER H 0 z EXCESSIVELY LONG PIPE RUNS, MAINTAIN MINIMUM PSI FOR PROPER OPERATION AT ALL MARKER FINISH GRADE -III-I SPRINKLER HEADS, LOCATE VALVES IN VALVE BOXES NEXT TO WALKWAYS OR OTHER �- =1 -III-I I PREFABRICATED 1"SWING JOINT AS Copyright © 2021 W ACCESSIBLE LOCATION OUTSIDE OF SPRINKLER SPRAY, AND CONSTRUCT SYSTEM TO I I M I M z III-III-III- REMOTE CONTROL VALVE AS =I I I-I I I MANUFACTURED BY LASCO OR APPROVED Alldghtsresawed. Reproduction or use in any I-III-III NM/ �, -III=1 SPECIFIED -III-I form or by any means without written permission of w DESIGNED GRADES AND CONFORM TO SITE AND LANDSCAPE PLANS. - - -I I M I M III—- I I I=III EQUAL South Landscape Architecture P.C.Dba South a 7. MAINTAIN ACCURATE AS-BUILT DRAWINGS THROUGHOUT CONSTRUCTION, SHOWING ALL iI=III — Beck&Baird Landscape Architecture P.C.i. _ �-III-III -III= UNION -III-I —III—III -III—III II—III I I—III unlawrul and subject to criminal prosecution. o INSTALLED MATERIALS AND NOTING CHANGES IN DESIGN FROM ORIGINAL. SUBMIT FINAL FINISH !-_ 4"P.V.C. SLEEVE -III-III -III- -III-IIILu 5 -III-III SCHEDULE 40 PVC LATERAL(12" 5 REVISIONS: U_ AS-BUILT DRAWINGS FOR APPROVAL BY OWNER. GRADE I-III-III z_ IMIII III-III=I I ° 8. THE WORK (WHETHER MENTIONED OR NOT) SHALL CONSIST OF ALL LABOR, TOOLS, -III-III III- MIN. BURY) =_III-_III No. Date Description �-III-III I IIII -III-III-I MATERIALS, TESTS, PERMITS AND OTHER RELATED ITEMS NECESSARY FOR THE -III—III N —III-I FILTER FABRIC BARRIER 1=III=III w INSTALLATION AND OPERATION OF THE IRRIGATION SYSTEM. SCH.40 =III=III NIBCO 1"BRASS BALL J I I-I I I -III-III-I 9. ALL PLANTER BED AREAS SHALL BE IRRIGATED USING EMITTER BASED DRIP SYSTEM WITH FITTINGS =III DRAIN VALVE WITH "T" =III=1 VALVE BOX EXTENSION AS -III—III—III o -III HANDLE OR -I I I-III REQUIRED I I-III-III-I I - VALVE SYSTEM THAT PROVIDES PRESSURE REGULATOR AND FILTRATION AT EACH VALVE. =III= 1=III=III=III=III-III__- > DRAIN ROCK 1 APPROVED EQUAL - - - - - - N PAVING BRICK(1 OF 4) SEPARATELY VALVE SUN AND SHADE DRIP ZONES. INSURE MINIMUM FLOW THRU VALVES -III=III - - - - - - - - - C.F. MIN. III-III- FOR PROPER FUNCTION. DRIP SYSTEM TO ACCOMMODATE PLANTED SHRUB SIZE LOW POINT IN o IRRIGATION AS WELL AS MATURE SHRUB SIZE IN IRRIGATION DESIGN. -III—III= - MAINLINE, SIZE PER �-III-III - - - - - - W _ 10. ALL TURF AND LAWN AREAS SHALL BE IRRIGATED USING POP UP SPRAYS AND/OR ROTORS III=IIIE] PLANS 6" DEEP PEA GRAVEL SUMP =III-III-III-III-III= PVC SCH 40 TEE OR ELL = SIZED ACCORDINGLY TO THE IRRIGATED AREA. TURF ZONES SHALL INCLUDEA VALVE -III-III 1=III-III-III=� I- =III=III-III= III=III= III=III= M I I�=III=III=III=I -III-III o 0 o SCH.80 NIPPLE 6 SYSTEM THAT PROVIDES A PRESSURE REGULATOR AT EACH VALVE. SEPARATELY VALVE I=III=III = I-III-III-III-I - 1=III-I - 1=III=III= 24 VOLT COMMON AND CONTROL III-1 1=III- 6 SPRAY AND ROTOR ZONES. SIZE VALVES ACCORDING TO MANUFACTURERS - I-I I I- III-III-I MAINLINE AS CLASS 200 PVC LATERAL LINE __ _ o o _ _ _ �-III-III III-III-_-III-III-_- WIRE TO VALVE I -III-III - -III-III-III= SPECIFIED(24"MIN. BURY) I �=III=III=III-III-� =III-III-III- (MIN. 12"DEEP) RECOMMENDATIONS FOR WATER VOLUME REQUIREMENT. SPRINKLER SYSTEM LAYOUT IS TO _ _ _ _ _I I-III-III=III= I-III- -III-III- _III-III- III-III-III- i- HARCO SCH 40 PVC GASKETED PROVIDE COMPLETE COVERAGE WITH MATCHED PRECIPITATION AND MINIMAL OVERSPRAY. - I-I I I- _ _ _ _ _ III.- I=III=I I TAPE AND BUNDLE -III=III-III=III=III= - ROTOR POP-U P SPRINKLE R -III-III- I-I—- I- -III-III-III-III- CONTROL WIRE AT SERVICE TEE OR APPROVED -1 - �-III-III-III-III-III-III-III-III- 10' 0"O.C. INTERVALS EQUAL OR ROMAC 202N PIPE QUALIFICATIONS OF INSTALLER III-III-IIII III III III-1 ' ALONG MAIN LINE NOTE: SADDLE OR APPROVED EQUAL NOT TO SCALE 1. CONTRACTOR MUST BE A BONDED SPRINKLER IRRIGATION CONTRACTOR. THE SPRINKLER NOTE: IRRIGATION SYSTEM MUST BE INSTALLED BY A SPRINKLER IRRIGATION TECHNICIAN WITH 1. USE SCH. 80 PVC NIPPLES AND FITTINGS. 1 DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM FIVE (5) YEARS OR MORE OF EXPERIENCE. ALL ELECTRICAL SERVICE CONNECTION WORK . WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. REMOTE CONTROL VALVE I MUST BE DONE BY A LICENSED ELECTRICAL CONTRACTOR. FINISH GRADE NOT TO SCALE I I� III-III-III I-III-III-_ W 7 VERIFICATION I�-III-III-III III-III-III=III; INSTALL 1/4" ABOVE GRADE AND 7 rT1 1. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL INSPECT THE SITE, MAN UAL DRAIN VALVE 1I I-III-III =III=III=III= A MINIMUM OF 4" OFF WALKS 1■■1 2 -III=III=III III--III--III I AND CURBS LOCATE ANY EXISTING IRRIGATION SYSTEM AND PUMPING COMPONENTS, CAREFULLY NOT TO SCALE -III-III -III-III-III CHECK ALL GRADES AND VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK IN 5/4" DISC FILTERz I =III=III III=III= I= O ORDER TO PROCEED SAFELY. =I I MI - — — 2. CONTRACTOR SHALL REPORT TO THE OWNER ALL DEVIATION AND/OR CONFLICTS BETWEEN 5/4" GALV. UNION =III III„ III= POP-UP SPRAY HEAD O DRAWINGS AND SITE CONDITIONS. EXTRA WORK ARISING FROM FAILURE TO DO SO SHALL O BE DONE AT THE CONTRACTOR'S EXPENSE. REMOTE GONTRO V V ALVE BOX x 18" 'GARSON' FOTIN6S PIRAL BA I/2" MARLEX STREET ELLS VALVE LINEAR LOW DENSITY Z z WARRANTYAMONUmA SGHEDULE 40 P POLYETHYLENE SWING PIPE (12" STANDARD ONE YEAR GUARANTEE SHALL INCLUDE - =III=III=III=III=1 FINISH z /4" GALV. UNION LATERAL LINE 18" LONG MAX) -III-III-III-� GRADE M - (MIN. 12 DEEP) 1. FILLING AND REPAIRING DEPRESSIONS AND REPLACING PLANTINGS DUE TO SETTLEMENT OF III-III-III-III LATERAL LINE AS III=III=III=III=I I- 8 IRRIGATION TRENCHES FOR ONE YEAR FOLLOWING ACCEPTANCE OF PROJECT. =III-I I I=III= SPECIFIEDIII=III-III=III=�I1 8 O 2. SYSTEM CAN BE ADEQUATELY DRAINED AND BLOWN OUT TO PROTECT FROM FREEZE III=III- = -I „IIII II ,� 1=1" SGHEDULE 40 FITTINGS DAMAGE. III III 1 11I - FILTER FABRIC 3. CONTRACTOR SHALL PERFORM FIRST YEAR'S WINTERIZATION AND SPRING START-UP AND FL� SPRAY HEAD POP-UP SPRINKLER SHALL TRAIN OWNER IN BOTH PROCEDURES. I GU. FT. PEA _ GRAVEL SUMP 4. SYSTEM HAS BEEN ADJUSTED TO SUPPLY PROPER COVERAGE OF AREAS TO RECEIVE NOT TO SCALE �..� WATER. z 10"ROUND VALVE BOX I I-III-III BRICK SUPPORT (I- 9 =I I MI I I N Z EA. CORNER) Q 6"ADS LENGTH AS REQUIRED -III THREADED BRASS GATE VALVE SIZED THE _ I FLUSH VALVE AIR RELIEF VALVE REFER TO START I- o 0 o I-III-III- SAME AS THE MAINLINE IN WHICH IT IS -III o 0 0 0 0 0 o o III-III- - PLUMBED TO INLINE PLUMBED TO CONNECTION INSTALLED II= _ ; _ _ _ _ _ _ DRIPLINE DRIPLINE DETAIL. 9 p p -__- 1=1 1=1 1=1 9 �■■� III-III- o 0 0 0 0 0 0 0 0 0 _ EMITTER III III III-III-III-I I I- PVC NIPPLE I II E IIII; '� _ _ _ _ _ El RAINBIRD'3/4" DRIPLINE I� _ _ -III-III-III-III-IIII PVC MAINLINE _ _ _ _ -III-III=III-III- I-I I I-_ QF HEADER AS -III-I III— -I GONTROL WIRE TO VALVE -I I -I I' NEEDED + I I 1=1 I I 1=1 11= 11=1 117 -III-III- -ISGH.BO PVC, ELL O -III-1 1�1 MAINLINE HARCO SGH 40 PVC AR O FLOW SPEGIFIED GASKETED SERVIGE TEE OR APPROVED EQUAL OR AF ROMAC 202N PIPE SADDLE _ TAPE AND BUND NOTE: OR APPROVED EQUAL _ CONTROL HIRE AT 1 O -III—III—III-I I=III • . .. 1. USE SGH. 80 PVG NIPPLES AND FITTINGS. 10 �—III=III=III= ,..•' . : .; ^. . .'.ti::. •".;::•:::j; 10'-O" O.G. 2. PROVIDE ALL FITTINGS AND HARDWARE AS REQUIRED. INSTALL PER :III—III—III-.• ',: THREADED FEMALE ADAPTOR, INTERVALS ALONG MANUFACTURERS REGOMENDATIONS. / TYPICAL. MAIN LINE TAPE AND BUNDLE CONTROL MICRO IRRIGATION VALVE -III-III-III • P � '• :`••• -' • ••� •.<• '' III-III-I - .. '.• ..� . . a.. . _.,:... .'... •:`�' •.:• WIRE AT 10'-0" INTERVALS ALONG MAINLINE NOT TO SCALE =III-III-III-III-III-III-III-III-1 -I I-III-III-III-III-III-III':I CONCRETE THRUST BLOCK WITH DRAWN BY. -IIII IIIII IIIII IIIII I�- REBAR ANCHORS SEE DRIP NOTES AREA PERIMETER SHAPE DRIPLINE TO MEET JRB ISOLATION VALVE FOR ROW SPACING SPECIFIED SPACING OR USE 11 NOT TO SCALE MAX DISTANCE 1/2 'RAINBIRD'3/4"OF HEADER O CHECKED BY: PERIMETER LATERALS AS NEEDED. JM 11 ROW SPACING CONTROL ZONE KIT-REMOTE CONTROL VALVE, NOTE: FILTER AND PRESSURE REGULATOR PER PLANS. PROJECT NUMBER 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING LENGTH OF 4"MIN PVC/POLY TUBING TO 655 2I-040 STANDARD LAYOUTS. CONNECTION;SIZE AS 2. PLACE SOIL STAPLE EVERY 3'-5'PLUS TWO ON EACH TEE, ELBOW OR INDICATED ON PLANS. SHEET: CROSS. 3. SEE MAX LINE DISTANCE FOR CENTER FEED LAYOUT @ 40 PSI INLET; 4 @ 12"o.c.=800 .6 @ 18"o.c.=900' REFER TO FULL CHART FOR ALTERNATE PRESSURES: .4 @ 18"o.c.= 1,200, .6 @ 12"o.c.=600' DRIPLINE LAYOUT L2 . 12 � 0 NOT TO SCALE 12 1 1 1 A B C D E F G H I J K L M N 0 P