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" & a U ca LA- 6CD y LA/I I I CI AIY\�Q -- / NDS CD oO cc v CJ cE g 0�2\/�2 �4�/2 017 Project No.: 116091 E n w C 0 3 C H E _ = Date of Issuance: 02/15/2017 a In y c7 Q = y Designed by: SC/MT y a m E z I 0 20' 40' H o, o Checked by: DK i€d y C f0 7 d O E= Plan - Area A cc �:5 � � R i Q 'E' C2 Sheet No.: y w a m o 3 G' w m L1 mOO �o HnRIMNITAIOTAI = ' � I -9. 03 \ I 3 CEP EP I -oIL - 6"W 6"W aal9„z G aal� z G aal�„z a „z G aal'J,,z G aal - j I 0 - I O n� >>==-•' '1 � — — — — — — — ~ N I O�(6)FU (8)RK I O (8)HS ■� +00 3 23+60 HS 20+00 . . — — —I 8 —� m �RK(8) co (3)MXS \ I WRom (20)NP N (6)BW s' 8 Mli8 Mi 8 M„8 M C\ _� Rom Elmo CD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O ■— I = y O _ y cop) O E z i U A• O C d c 0 ' 20' 40' Plan - Area B HORIZONTAL SCALE: 1" = 20' Landscape Notes: Automatic Underground Irrigation Notes: PLANT SCHEDULE p = A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH (37.5 CF/1.5 CY). A. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER TREES BOTANICAL NAME/COMMON NAME CONT CAL IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO L.A. APPLICATION RATES: SYSTEM WHICH ENSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR CN CARPINUS CAROLINIANA •NATIVE FLAME' /NATIVE FLAME HORNBEAM B&B 2" cc BEGINNING WORK. L.A.A. HUMIC ACID: 25 LBS PER TREE PIT REQUIRED WATER USES. B. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN L.A.B. COMMERCIAL GRADE COMPOST- 10 CUBIC FEET PER TREE PIT B. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. FU FRAXINUS PENNSYLVANICA 'URBANITE' /URBANITE ASH B&B 2" i ACCORDANCE WITH SITE GRADING PLAN. REMOVE RIDGES AND FILL DEPRESSIONS, L.A.C. PLANTING TABLET FERTILIZER-4 TABLETS PER TREE PIT C. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 6" AT LAWN GS GLEDITSIA TRIACANTHOS •SKYLINE• /SKYLINE HONEY LOCUST B&B 2" AS REQUIRED TO MEET FINISH GRADES. PLACE 4"OF ROCK MULCH OVER SUBGRADE L.A.D. CALCIFIED DIATOMACEOUS EARTH -75 LBS PER TREE PIT AREAS. MXS MALLS X •SPRING SNOW' /SPRING SNOW CRAB APPLE B&B 2" SOIL TO ACHIEVE FINISH GRADE. FINISH GRADE RELATED TO ADJACENT SITE M. SHRUB PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND D. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEMS - WITH DRIP CONTROL Cc ELEMENTS SHALL BE: FERTILIZER FOR SHRUB PIT BACKFILL AT THE FOLLOWING RATES. BLEND ZONE KIT AND 150 MESH FILTER (MIN.). B.A. 1-INCH BELOW TOP OF ADJACENT PAVEMENT,VALVE BOX,VAULT, ETC. AMENDMENTS WITH THOROUGHLY WITH SOIL BACKFILL. SHRUB PITS SHALL BE E. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. SHRUBS BOTANICAL NAME/COMMON NAME CONT C B.B. 3-INCHES BELOW TOP OF CURB UNLESS NOTED OTHERWISE. 2.5'x2.5'x1' (6.25 CF/0.25 CY). MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: CJ C. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, SOD AREAS A M.A. APPLICATION RATES: E.A. PRECISE INDIVIDUAL STATION TIMING BW BUXUS MICROPHYLLA •WINTER GEM• /GLOBE WINTER GEM BOXWOOD 5 GAL � y MINIMUM OF 12" OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A M.A.A. HUMIC ACID: 2 LBS PER SHRUB PIT E.B. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES CH CORNUS ALBA 'BAILHALO• TM/IVORY HALO DOGWOOD 3 GAL SMOOTH AND UNIFORM GRADE. M.A.B. COMMERCIAL GRADE COMPOST-2 CUBIC FEET PER SHRUB PIT E.C. AT LEAST ONE PROGRAM FOR EACH HYDROZONE D. RE-USE EXISTING SURFACE TOPSOIL WHERE POSSIBLE. VERIFY SUITABILITY OF M.A.C. PLANTING TABLET FERTILIZER-2 TABLETS PER SHRUB PIT E.D. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF Cc HS HEMEROCALLIS X 'STELLA SUPREME /STELLA SUPREME DAYLILY 1 GAL i SURFACE SOIL TO PRODUCE TOPSOIL MEETING REQUIREMENTS AND AMEND WHEN M.A.D. CALCIFIED DIATOMACEOUS EARTH- 15 LBS PER SHRUB PIT E.E. POWER FAILURE BACKUP FOR ALL PROGRAMMED INDIVIDUAL VALVED NP NASSELLA TENUISSIMA 'PONYTAILS' /MEXICAN FEATHERGRASS 1 GAL y NECESSARY. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND FREE N. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE RK ROSA X •RADRAll• /KNOCK OUT ROSE (RED) 3 GAL OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. WATER TO RESPECTIVE HYDRO-ZONES. O FOREIGN MATERIAL AND A PH OF 5.5 TO 7.0. IF ON-SITE TOPSOIL DOES NOT MEET 0. CONTRACTOR SHALL SUBMIT MATERIAL SAMPLES FOR LANDSCAPE ROCK MULCH F. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO THESE MINIMUM STANDARDS, CONTRACTORS ARE RESPONSIBLE TO EITHER: A) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCUREMENT. LANDSCAPE PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. PROVIDE APPROVED IMPORTED TOPSOIL, OR B.) IMPROVE ON-SITE TOPSOIL WITH BOULDERS, PHOTO SUBMITTAL IS ADEQUATE. FOR ROCK MULCH, SUBMIT 1 GALLON G. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE WITH METHODS APPROVED BY LANDSCAPE ARCHITECT. SUPPLEMENT WITH IMPORTED BAG SAMPLE TO OWNER. HEAD TO HEAD SPACING OR TRIANGULAR SPACING AS APPROPRIATE. TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. CLEAN TOPSOIL OF ROOTS, PLANTS, H. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO SODS, STONES, CLAY LUMPS AND OTHER EXTRANEOUS MATERIALS HARMFUL TO IMPERVIOUS SURFACES SUCH AS SIDEWALKS, DRIVEWAYS,AND PARKING AREA. PLANT GROWTH. I. EACH VALVE SHALL BE INSTALLED IN A VALVE BOX LARGE ENOUGH TO ALLOW FOR E. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, PROVIDE NEW Seed Mixes: MAINTENANCE AND REMOVAL. ONLY ONE VALVE PER BOX. TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY TURF SOD FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER LOLIUM PERENNE ALLAIRELLIt PERENNIAL RYEGRASS 15% Material Legend _ or EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. U_ 100 F. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL LOLIUM PERENNE MAHATTAN II/PERENNIAL RYEGRASS 15% m o + . WETLAND SEED MIX- TURF SOD. CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM o .'.'.'.'.' INTERMITTENTLY FLOODED. SEE SEED MIXES. •t NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT PDA PRATENSIS'IMPERIAL BLUE'/IMPERIAL BLUE KENTUCKY BLUEGRASS 60% T ' '+'+' ' SEE SEED MIXES. LESS THAN 4 INCHES. ' '+' '+' THE LAND GROUP G. ALL LANDSCAPE AREAS SHALL BE WEED FREE AT THE TIME OF LANDSCAPE WETLAND SEED MIX - INTERMITTENTLY FLOODED nvcoxrOMTM _ _ _ INSTALLATION.REMOVE ALL ROOTS, WEEDS, ROCKS AND FOREIGN MATERIAL ON LARGE SANDSTONE ROUND 2"-3" RIVER ROCKgOLBOSCHOENUS MARITIMUS/ALKALI BULRUSH 20% �_ � — � 4sz East shore Drive, suite 100 THE SURFACE. BOULDERS, 3 4 DIA.TYP.LL. _ MULCH.4 DEPTH MIN. �� � Eagle, Idaho 836>6 �+ `o Ph. 208.939.4041 Fax.208.939.4445 H. NEW TREE PLANTING, SEE DETAIL 3/L1.00. CONTRACTOR SHALL STAKE ALL TREES HORDEUM BRACHYATHERUM/MEADOW BARLY 20% o — — _ ; y www.thelandgroupine.com N C7 = 07 C 6f DEEMED NECESSARY, I.E..... FROM BEING BLOWN OVER, PLANTED WITH LOOSE C:) �+ w C .-, = oe CAREX PRAEGRACILIS/MEADOW SEDGE 20% ROOT BALL, ETC. CONTRACTOR'S OPTION. T CODd 3 I. NEW SHRUB PLANTING. SEE DETAIL 1/1-1.00. CAREX NEBRASCENSIS/NEBRASKA SEDGE 20% J .v 4. 9 d �� EI oF J. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN LO AND Landscape Plan Notes: 9 y �� 5�P gtio STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A DESCHAMPSIA CAESPITOSA/TUFTED HAIRGRASS 20% vie J.ko SOUND AND HEALTHY CONDITION. 1. TREES SHALL NOT BE PLANTED WITHIN THE 10'CLEAR ZONE OF ALL ACHD STORM _ _ o K. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR DRAIN PIPES,STRUCTURES,OR FACILITIES. BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. REPLACE ALL PLANTL& v Q h W MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE 2. IF ACHD SEEPAGE BEDS ARE LOCATED WITHIN A COMMON LOT WHERE IRRIGATION R d a LA-3�64 SAME SIZE AND SPECIES AT NO COST TO THE OWNER. LINES WILL BE INSTALLED,SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALLco , L. TREE PIT BACKFILL PLANTING MIX: BLEND TOPSOIL AND SOIL AMENDMENTS AND CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE C CO) I /�/ 44NDSCAY� FERTILIZER FOR TREE PIT BACKFILL AT THE FOLLOWING RATES. BLEND IRRIGATION SYSTEM. O ` AMENDMENTS THOROUGHLY WITH SOIL BACKFILL. TREE PITS SHALL BE 5'x5'x1.5' 0v e R � y 02/24/2017 v m � a. E. o a � = R � y a Project No.: 116091 C s y Date of Issuance: 02/15/2017 i 2" Q - a c A d h Designed by: SC/MT e H a, = Checked by: DK �._ C n« _ v a o Sheet No.: Q C Y _ mo3aW m L1 .01 NOTES: NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; -- YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE YEAR WARRANTY PERIOD. IMPROPERLY PRUNED TREES (AS DETERMINED BY THE 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. _ NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 10 N =o 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO s - INSTALLATION OF PLANT MATERIAL. PREVAILING WIND DIRECTION INSTALLATION OF PLANT MATERIAL. °� o PREVAILING WIND DIRECTION R 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR a o STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH TREE WRAP TRUNK PROTECTION, FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO € N GALVANIZED NAILS TO PREVENT SLIPPAGE. PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. REMOVE AFTER INSTALLATION 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. o a RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE RUBBER CINCH TIE 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE 3 ARCHITECT IMMEDIATELY. ARCHITECT IMMEDIATELY. o o� 2 x 2 x 8 CEDAR STAKE-DO NOT PENETRATE ROOTBALL. a o 2 x 2 x 8 CEDAR STAKE-DO NOT PENETRATE ROOTBALL. - ROOT PROBE / SEE NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ROOT PROBE CD NOTE 1. SET STAKES PARALLEL TO PREVAILING WIND. ~ 0 0 SOIL LINE � SOIL LINE � _ 3"THICK BARK MULCH LAYER, KEEP BARK MULCH �\ 3"THICK BARK MULCH LAYER, KEEP BARK MULCH 3"AWAY FROM TRUNK ;✓J� 3"AWAY FROM TRUNK 1 � I UTILIZE SOIL/ROOT PROBE AROUND TRUNK T \ BACKFILL WITH SOIL PLANTING MIX. SEE UTILIZE SOIL/ROOT PROBE AROUND TRUNK r' \\ BACKFILL WITH SOIL PLANTING MIX. SEE y (APPROX.3-4"AWAY FROM TRUNK)TO LOCATE 31 1 SPECIFICATIONS FOR ADDITIONAL INFORMATION. (APPROX. 3-4"AWAY FROM TRUNK)TO LOCATE 3" SPECIFICATIONS FOR ADDITIONAL INFORMATION. HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE HIGHEST ROOTS. HIGHEST ROOTS SHOULD BE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ��� `� FINISH GRADE POSITIONED AT OR SLIGHTLY ABOVE GRADE LEVEL. ` FINISH GRADE REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP /\\/\\ \ \` \ `� \` : `� \` ` /\�I/ / // // `� 1 \ \/ � \ _ _� \ � t REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP �\\�\ \\\ � � � _ _ � \ \\/ /OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ \ :09 cc COMMERCIAL SLOW RELEASE FERTILIZER TABLETS /OF ROOTBALL, REMOVE ALL NAILS,TIES,AND PLASTIC \ �� COMMERCIAL SLOW RELEASE FERTILIZER TABLETS W FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO FROM ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO \/ / V/VA VA � � � /�A Rm WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \//\\ ` ` \//\\// WRAP THE ROOTBALL, IT SHALL BE COMPLETELY \�/j\ \ ` ` //�/j// REMOVED. ONLY BIODEGRADEABLE BURLAP SHALL BE \\/ \/\/\/\/\/\ \ \/\/ LEFT ON THE BOTTOM OF THE ROOTBALL. \\\/ \\/�\/�\/�\/�\/�\/�\/�\/�\//\/\ // LEFT ON THE BOTTOM OF THE ROOTBALL. \\/%\ \\/%\/%\/%\%\\%\\%\\%\\%\\//\//\ \\\\/ 3 \�/j�/j�/j�/j�/j�/j�/j�/jam/jam/j�/j SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL AVA VAjjAA%j\%j\%j\%j\%j\%j\jAA/AA/AAj j SET ROOTBALL ON NATIVE UNDISTURBED SUBSOIL Q 2x ROOTBALL DIAMETER 2x ROOTBALL DIAMETER cc Ca Deciduous Tree Planting 3x ROOTBALL DIAMETER Coniferous Tree Planting 3x ROOTBALL DIAMETER O2 am CO Scale: NTS Scale: NTS y O CO) O SHRUB E y 'a 30"-60" DIAMETER SANDSTONE BOULDER, LOCATED PER PLANS 0 WATER RETENTION COMPACTED SUBGRADE AS BARK MULCH LAYER BASIN _ REQUIRED 3"DEPTH FINISH GRADE PER PLANS CD _ _ y COMMERCIAL \\%�\%�\%�\% %\\%�\%�\%�\%�\%�\%�\%�\%�\%�\%/ BACKFILL WITH SOIL PLANTINGcc FERTILIZER TABLETS MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. cc NOTES: i z = W 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. 0 0 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. 3. CLEAN ALL BOULDERS OF DIRT AND LOOSE DEBRIS. 4.WHEN PLACING BOULDERS, BURY a TO 1 OF BOULDER BELOW FINISH GRADE. O cc 5. DO NOT SCAR OR DAMAGE BOULDERS. y cc � � y i O � Shrub Planting 4Boulder Installation y Cc J Cc Scale: NTS Scale: NTS O \\ or �i i. THE LAND GROUP INCORPORATED w 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 i N www.thelandgrouDinacom w t=a = ¢ y co d � 3Y /+ _ V •Of ■� C y y N OF yo�j// koG i _ o,a •. ; 9 m O a o ��` , LA-3�6Is 4 ` 02/24/2017 C.3 C� eR „ _ m `o a a o a = R y a Project No.: 116091 O _ � y Date of Issuance: 02/15/2017 i mA C - a c C. « h Designed by: SC/MT y H a, = Checked by: DK E 2 6 C� cc E a o Sheet No.: w y a C C ca mo 3GM m Ll ■5 0 LL�o I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + / + + + + + + + + + + + + o - / + + + + + + + + a / + + + + + + +++++++++ - + + + + + + + + + + + + + v + + + + + + + + + + + + +MEOW a ® 9 / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •n FIE + + d3 + + + + + + + + + + + N + + + + + + + + + + + s + + + + + ++ } + } + } + N 2M _ } + } + } + + + + + + + + + + + + + + + + + + + cc ++++++ ++++++++++++} + + + + + + + M/H M/H M/H /d /�I M/�I M/H n/ R/W R/W R/W lvvR/ = 3 OSI18l I R W = I - - - - - 1 - - - - - - - - - - - - - - -1 - - - I -4 — — — R/W L I t I w 1 Ln I I ■� CCP = _ - 13+00 14+00 15+0 Q� 10 00 I wmime III cc W Rom MIMI I N CL) Rom O 1 ' M118 M118 M.8 M118 M118 M118 M118 A yr cc A CO cm co I � �_ � — _ — —go-- �+*+*+* + + + O CA + + 7C 7C 7C 7C 7C w + ++++++++ + } + 1 - _ - O _ + + + + + + mime CA A = _ + } + + + + ++++++++++ + + + + + ++ + + + + + _ _ - - - — CO) co ' W N -1R CO) S N N N z •� i U i N c 2 I ' Plan - Area A o 20' 40' HORIZONTAL SCALE: 1" = 20' y CD I N cc O. 0 � = a � N -A � O 1 O V O ■� = cc -4 IVO 1 N Q 41 1 Cm - - - - - - - - - II 1 II Raw N �' - _ II � II a� w 15+0 I� 16+00 \ \ 1 I I N ri 19+00 NOISH3AIIS II II �� II II II _ M118 M118 811W 8"W 811W 811W 811W 8„W 8„W THE LAND GROUP 8"W RVcoxrORATM M Mew 462 East Shore Drive, Suite 100 w - _ �., Eagle, Idaho 83616 �+ `o Ph. 208.939.4041 Fax.208.939.4445 www.thelandgroupinc.com _s �� w t`_a = ¢ COD0 „ '3 Y _ - w /+ LU__ ■� ` i N d 9 9 OF oCIO �j// _ co A °' �vIDJ.ko i N 0 H Q m M. " U i C N N o Qo F w in o LA-3�64 40, H V o 1 1�BAN Y� _ _ R � / DSCA \ 03 p ass 0 C..7 e � � � � y 02/24/2017 0 CU a = M. y a Project No.: 116091 = C t s y Date of Issuance: 02/15/2017 a e a C. h Designed by: SC/MT 0 20' 40' _ a °' yz CO) o E z I = a� � = o o Checked by: DK Plan Area A a o Sheet No: �, p c w ea of w 'ro LL a ._ u C Y mo 3GM m L2mO 0 HORIZONTAL SCALE: 1" = 20' LL�o i 93 \ \ 3 CEP EP -- 5's v o - W N fV Ln L - J N - V IV L p - - R � w+ rr 2. W 44h 1 /N v 1� /N, y� = 00 o V I 3 _ T.m - _ AA ILI 1711 171 i II O A N N LJfiUU m -I AF N-_ :09 cc W Rom ri M 8 M 8 M 8 M 8 M 8 Mile Mile cc c CO 8 Mg 1 't'g IRRIGATION SCHEDULE _ = A j O SYMBOL MANUFACTURER/MODEUDESCRIPTION PSI DETAIL RAIN BIRD RD-06-P30-F 8 SERIES MPR 30 5/1-2.50 c i w 1 m 8 Q O TURF SPRAY, 6.0"POP-UP,WITH 30 PSI IN-STEM PRESSURE REGULATION, Q [�7 :10 Q T H F AND FLOW-SHIELD TECHNOLOGY. 1/2"NPT FEMALE THREADED INLET. C RAIN BIRD RD-06-P30-F 10 SERIES MPR 30 5/1-2.50 4 m TURF SPRAY, 6.0"POP-UP,WITH 30 PSI IN-STEM PRESSURE REGULATION, c Q T H F AND FLOW-SHIELD TECHNOLOGY. 1/2"NPT FEMALE THREADED INLET. = y RAIN BIRD RD-06-P30-F 12 SERIES MPR 30 5/L2.50 0 _ & ��O TURF SPRAY, 6.0"POP-UP,WITH 30 PSI IN-STEM PRESSURE REGULATION, mime y N N N 0 T H TO F AND FLOW-SHIELD TECHNOLOGY. 1/2"NPT FEMALE THREADED INLET. i 1 1 1 � Q 08HE-VAN ®12HE-VAN RAIN BIRD RD-06-P30-F ADJ 30 512.50 0 10HE-VAN ®15HE-VAN TURF SPRAY, 6.0"POP-UP,WITH 30 PSI IN-STEM PRESSURE REGULATION, co AND FLOW-SHIELD TECHNOLOGY. 1/2"NPT FEMALE THREADED INLET. _ HUNTER MP1000 PROS-06-PRS40-CV 40 5/1-2.50 O O O TURF ROTATOR, 6" (15.24 CM) POP-UP WITH CHECK VALVE, PRESSURE z Plan - Area 0 20' 40' I REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. o M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, a t O=OLIVE 360 ARC. HORIZONTAL SCALE: 1" = 20' HUNTER MP2000 PROS-06-PRS40-CV 40 5/1-2.50 TURF ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. IrriIrrigation Notes: Irrigation Execution: B Y A HUNTER MP3000 PROS-06-PRS40-CV 40 5/L2.50 g g Q15Q TURF ROTATOR, 6 (15.24 CM) POP-UP WITH FACTORY INSTALLED CHECK A. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 200 G.P.M.AND 75 P.S.I. A. REMOTE CONTROL VALVES: VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR y B. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. A.A. INSTALLED (1) REMOTE CONTROL VALVE PER VALVE BOX. ENSURE THAT ADEQUATE SPACE IS PROVIDED AROUND ENTIRE NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210,Y=YELLOW ADJ ARC CD ANY DAMAGE TO EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. VALVE FOR EASE OF MAINTENANCE. ROUND VALVE BOXES ARE NOT PERMITTED. 210-270,A=GRAY 360 ARC. C. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL,AND ELECTRICAL ENGINEERING SHEETS. A.B. VALVE BOXES SHALL BE GREEN OR BLACK WITH GREEN LIDS. HUNTER MP CORNER PROS-06-PRS40-CV 40 5/1-2.50 D. CONTRACTOR TO COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE B. IRRIGATION CONTROL WIRE: TURF ROTATOR, 6" (15.24CM) POP-UP WITH FACTORY INSTALLED CHECK CONTRACTORS. B.A. ALL WIRE SPLICES SHALL BE INSTALLED WITH A WATERPROOF WIRE CONNECTERS AND DBY/R CAP OR BLAZING NUT WIRE VALVE, PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR Cc Cu E. ALL SLEEVES TO BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE SPLICE CONNECTOR. NOZZLE ON PRS40 BODY. T=TURQUOISE ADJ ARC 45-105. i IRRIGATION PLAN. FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES TO BE TAPED OR CAPPED AND MARKED WITH A 2"X 4" PAINTED B.B. ALL WIRE SPLICES SHALL BE LOCATED IN VALVE BOXES AND INDICATED ON AS-BUILT DRAWINGS. PROVIDE AS A MINIMUM, SYMBOL MANUFACTURER/MODEUDESCRIPTION DETAIL 0 go STAKE EXTENDING TO 24" ABOVE GRADE. STAKES ARE NOT TO BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL 36"OF EXTRA WIRE AT ALL WIRE SPLICES AND REMOTE CONTROL VALVE CONNECTIONS. SLEEVES SHALL EXTEND A MINIMUM OF 18"BEYOND BACK OF CURB OR EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL. B.C. CONTROL WIRE SHALL BE INSTALLED WITH PROPOSED MAINLINE. IF CONTROL WIRE LEAVES PIPING TRENCH,WIRE SHALL BE RAIN BIRD XCZ-100-PRB-COM 10/1-2.50 F. CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. INSTALLED AT A MINIMUM DEPTH OF 12". is MEDIUM PLUS FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. = Q Cc G. IRRIGATION CONTROLLER(S) ARE TO BE LOCATED AS SHOWN ON PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A C. PIPING (USE THE FOLLOW): 1"BALL VALVE WITH 1"PESB VALVE AND 1"PRESSURE REGULATING 40PSI ANN 0 LICENSED ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT C.A. 2-1/2"AND SMALLER I SDR 21 SCH.40 PVC, SOLVENT-CEMENT JOINTS: QUICK-CHECK BASKET FILTER. 3GPM TO 20GPM. c IRRIGATION CONTROL WIRE INSIDE THE BUILDINGS THROUGH APPROPRIATE SIZED CONDUIT. C.B. 3"AND LARGER I SDR 26 CLASS 200 RUBBER GASKETED PVC WITH DUCTILE IRON JOINT RESTRAINT SYSTEM, LEEMCO OR AREA TO RECEIVE DRIPLINE 712.50 Q H. IRRIGATED AREAS CONTAINING VEGETATION WHICH POTENTIALLY MAY IMPEDE PERFORMANCE OF A POP-UP SPRINKLER AND/OR APPROVED EQUAL. NETAFIM TLDL-6-18 (18) ROTOR HEADS ARE TO BE REPLACED WITH A 12"HIGH POP-UP HEADS. C.C. TRENCHES SHALL BE PHOTO DOCUMENTED AND SUBMITTED ARCHITECT PRIOR TO BACKFILLING. TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6GPH I. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C., STATE CODES, LOCAL CODES,AND MANUFACTURER'S RECOMMENDATIONS. C.D. BACKFILL TRENCHES CONSISTING OF SAND, FINE GRAVEL OR SELECT EARTH FREE OF LARGE LUMPS OR ROCKS LARGER THAN EMITTERS AT 18.0"O.C. DRIPLINE LATERALS SPACED AT 18.0"APART, Elmo i J. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING %"SHALL BE USED IN AND AROUND INSTALLED PIPE. WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. SURFACE AND SUB y OPERATIONS. SURFACE INSTALLATIONS. UV RESISTANT. K. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. SYMBOL MANUFACTURER/MODEUDESCRIPTION DETAIL Q L. ALL 24 VOLT POWER WIRES SHALL BE #14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC RAIN BIRD PESB 6/L2.50 CONDUIT. ALL 24 VOLT WIRES SHALL BE TAPED TOGETHER AT TEN FOOT(10'-0") INTERVALS. Keynotes: CALLOUT NUMBERS COORDINATED TO NUMBERED NOTES ON M. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE,AND LOCAL LAWS AND ORDINANCES. # PLAN. 1", 1-1/2", 2"PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.WITH SCRUBBER TECHNOLOGY FOR N. IRRIGATION CONTRACTOR SHALL PROVIDE AN AS-BUILT IRRIGATION PLAN UPON COMPLETION OF INSTALLATION AND PRIOR TO 1. FIELD LOCATION WATER METER IN THIS APPROXIMATE LOCATION. CONNECT MAINLINE AND EXTEND AS SHOWN ON PLANS. RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. FINAL PAYMENT. 2. INSTALL IRRIGATION CONTROLLER IN A PEDESTAL IN THIS APPROXIMATE LOCATION. COORDINATE WITH ELECTRICAL FOR 120 0. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM VOLT POWER SUPPLY AND CONDUIT LOCATIONS. CONTRACTOR SHALL CONNECT ALL LOW VOLTAGE AND 120 VOLT POWER CLASS 200 MAILINE ISOLATION VALVE 2/L2.51 THE DATE OF ITS ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THAT YEAR SHALL BE FREE OF WIRES.ALL ABOVE GRADE WIRES SHALL BE LOCATED IN RIGID STEEL CONDUIT. INSTALL (2) BLUE 12 GAUGE WIRES FROM CLASS 200 ONLY EXPENSE TO THE OWNER. THE CONTROLLER TO THE LAST VALVE FROM EACH CONTROLLER FOR FUTURE USE. P. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE SCH.40 PVC ISOLATION VALVE 1/1-2.51 GUARANTEE PERIOD. SCH.40 PVC MAINLINE ONLY Q. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED, AND SHALL 1g1 e m MEET THE REQUIREMENTS OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT ZURN 975XL 2" 112.50 PRIOR WRITTEN PERMISSION OF THE OWNER. BF REDUCED PRESSURE BACKFLOW DEVICE . R. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES, SPRINKLERS, PIPE, AND OTHER IRRIGATION EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID BASELINE BL-3200P 212.50 THE LAND GROUP DAMAGING EXISTING TREE ROOTS. ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE. © TWO-WIRE CONTROLLER IN 16-GAUGE STAINLESS-STEEL PEDESTAL txcolzIORATM S. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS, THEY ENCLOSURE, EXPANDABLE UP TO 200 STATIONS. ARE TO BE LOCATED IN THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL. 462 East shore Drive, Suite 100 3616 S.A. IRRIGATION MAINLINE SHALL BE SLEEVED UNDER ALL HANDSCAPE. SLEEVING MAY NOT BE SHOWN FOR MAINLINE FOR WATER METER 4" �+ 939.4Eagle, Idaho 8208. GRAPHICAL PURPOSES. M i `o Ph 208.939.4041 Fax 208.939.4445 N rn www.thelandgroupinc.com i w c+ = rn T. LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND = _ E " CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/1-2.50 CODr V. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES v d ����P�EIOF/pq Z. CONTRACTOR SHALL SCHEDULE A MEETING WITH LANDSCAPE ARCHITECT AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION 1"AND ABOVE ARE INDICATED ON THE PLAN,WITH ALL OTHERS BEING 3/4" 9 y �� 5� do J ko� p 4vID . OF IRRIGATION CONTROL SYSTEM TO DETERMINE PROCEDURES OF INSTALLATION OF IRRIGATION CONTROL SYSTEM. IN SIZE. °' �° AE. PIPE VELOCITIES SHALL NOT EXCEED 5 FT/SEC. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 3/1-2.51 p o AF. ALL MAIN LINE FITTINGS SHALL BE LEEMCO DUCTILE IRON PUSH ON TYPE AND ARE TO BE JOINED USING LEEMCO JOINT RESTRAINT -------- PVC CLASS 200 IRRIGATION PIPE. i p H M .5 p y+ � . ow SYSTEMS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. LL -3 s AG. PROVIDE AND INSTALL GROUNDING ALONG THE TWO WIRE PATH PER MANUFACTURERS RECOMMENDATIONS. IRRIGATION MAINLINE: PVC SCHEDULE 40 3/1-2.50 i a o LA-3�64 0 H ME o * . ��i1�4AN p� p % � R � / DSCA CL- PIPE SLEEVE: PVC C900 SDR 14 CLASS 305 4/L2.50 p p a °-` /77� I I I I���\ -------- 0 CJ 9 e Rl = y 02/24/2017 -------- (LATERALS = 4", MAIN LINE = TWICE THE SIZE OF MAIN LINE SIZE. 0 t ' Iv - Y PROVIDE 2-1/2"SLEEVE AT ALL MAIN LINE SLEEVED LOCATIONS FOR Project No.: 116091 _ R E § a � ems.+ M. � 0 3 p Date of Issuance: 02/15/2017 CONTROL WIRES.) i % Q._ e a d 0 h Designed by: SC/MT Valve Callout y a 2 z a, _ o Checked by: DK z Valve Number = _ 3 °' C, "-a eo �E_ = o # # Valve Flow 'Mg c Sheet No.: m'o 3 au=i m w L2 Ol # Valve Size REDUCED PRESSURE BACKFLOW PREVENTER PER PLAN. GALV. UNION TEE WITH 1"PLUG FOR / \� FINISH GRADE AT TOP OF TRENCH SHALL MATCH o- STRONG BOX ENCLOSURE. FOR 1 AND SMALLER R.P.V. SURROUNDING FINISH GRADE SPRINKLER BLOWOUT BY USE SBBC-30AL, LARGER THAN 1 R.P.V. USE SBBC-45AL. AIR COMPRESSOR. PROVIDE LOCKING KIT AIR GAP FINISH GRADE o BASELINE"P"SERIES STAINLESS \\� \ \\ \\\i \�\� ° PAINTED 2"x 4"STAKE STELL PEDESTAL ENCLOSURE. \\i\ \ \ \�� \\i\\ �\� ° EXTENDED 24"ABOVE GRADE 12"ROUND VALVE BOX 10.5" �� ! \ii \\�\\ i a 3 0 INTALL PER MFG INSTRUCATION. \\\ �p O!+ \\ \ i\ \� / 6 1 4"THICK CONCRETE \\\i \ \ lgc�'4lOgr\\\i\� \\�\\\ \� / j a °d E y FINISH GRADE PAD, SIZE AS REQUIRED i\\\ /�\ qB0 ��°F \\�\� i\\\ �\ /\ %\ ° - �\ : TO PROVIDE 6"OFFSET �\\\�i\ / �%\ % \ ° 3 - 10 0 CLASS 200 PVC \\ ON OUTSIDE END \\\� , - /\\ �/ �yl�NFply \ \\i\\\ j\ j\ \ 1. °d d BRICK PAVERS (1 OF 3) \\i\ ����\ \ \i AROUND ENTIRE \\\°T \/ \ \� FO�y! \\!\\,� \ \i�\\! /\�> a d ° \' \'` ENCLOSURE. \\\ \ \ i\ 12 AWG TRACER WIRE ISOLATION VALVE. LEEMCO GATE \\\\�\� 8"DEPTH i\i\\ !,4 BARE COPPER) i / / \� /. ° VALVE WITH GROSS TOP \i PEA GRAVEL \\�\\�\�� �\\ \/\�\/ d ° d 6 MIN.THICK CONCRETE PAD. LGT11 SS304X SIZE TO MATCH \\ i\\ \i i\�\ \i i\i\ �\ \ ( ) i \\i\�\\�i\ \ \ii\. EXTEND 12" BEYOND END OF \\ \ �_ /\/\ ter? �� \ \ �!\\\ \ ��\ \\\/\%� //\%\\ \ EXTENSION IRRIGATION MAINLINE SIZE. \ ii\�\\i PEDISTAL, MIN. i \ `� / FA SAND OR ROCK FREE SOIL \\ ��\�\\ d ° lAROUND ALL PIPE DOMESTIC WATER LINE \\� \- \\\�\i\�\ GALV. ELBOW SOLVENT WELD BELL END PVC ° d \\\ �yj \i\i CONNECTION PIPE TO SCH. 80 NIPPLE, CUT ° ° ° ° \\ A�Hlj ° ■O � ° 6 MIN. DEPTH COMPACTED / qiF� , /\\ j\\ \\/ / \ \/ / /\ d° d d ° a ° y \i DRAIN VALVE.VALVE SHALL BE OFFSET THREADS OFF GLUED END. SUB-GRADE \�\ rB�. \\� \\\i \/\�\ \� / / \�/ / / ° ° ° ° d ALV. NIPPLE LENGTH AS REQUIRED. \\\ \\ FROM SERVICE LINE WITH GALV.TEE AND / \ �Fp / / / \ / \ MATCH MAINLINE SIZE (TYP) \\� \\ s POWER SUPPLY SCH.40 (2) SCH. 40 CONDUIT WITH 12"PIPE /\� ly O�\\\ \\\ PVC LATERAL OR O /�\\\�/\ ° ° d ° d °a° NIPPLE. / BUCKNER VBM BRASS ANGLE CONDUIT WITH 12"PIPE SWEEP SWEEP ii \\\ \/ \\ MAINLINE VALVE WITH VERTICAL 2"NIPPLE. \�� \ 2 CUBIC FEET OF PEA GRAVEL TAPE AND BUNDLE CONTROL j \\�� PVC SLEEVE TWICE THE SIZE �\j\/ \ \ \ \ \ \��\ cc WIRE AT 10'-0"O.C. INTERVALS, \\\ \/ /\� OF IRRIGATION LATERAL OR W Rom PLACE TO SIDE OF MAINLINE j\\\ \�\ \� MAINLINE �\\ NOTES: \�\�\/ 1. ALL FITTINGS SHALL BE GALVANIZED STEEL FROM THE POINT OF CONNECTION TO THE LAST NOTES: \\\� CONTROLWIRE SLEEVE.WIRE SHALL N SAME SLEEVE AS \ \ \ \ \ \ \ Cc Q) ELBOW SHOWN BEYOND THE BACKFLOW DEVISE. 1. IRRIGATION CONTRACTOR SHALL GROUND PEDESITAL, CONTROLLER AND NOT BE R\\\ /�\ 2. PROVIDE 3"CLEARANCE ON ALL SIDES OF BACKFLOW, UNION AND BLOW-OFF PLUG. INCREASE TWO-WIRE PATH AS SPECIFIED PER MANUFACTURES RECOMMENDATION. i IRRIGATION PIPING. Roo O ENCLOSURE SIZE AS REQUIRED TO PROVIDE CLEARANCES. Elmo REDUCED PRESSURE BACKFLOW ASSEMBLY IRRIGATION CONTROLLER - PEDESTAL MOUNT TRENCH SECTION REEVING SECTION o Ca 2 3 SCALE: NTS SCALE: NTS SCALE: NTS 4 SCALE: NTS HEAVY DUTY VALVE BOX, = y REMOTE CONTROL VALVE PER 20"x 14"MIN. O ■ PLANS CHRISTY VALVE ID TAG. DRIP REMOTE CONTROL VALVE y Cn 3"MIN. am FINISH GRADEA0 5" MAX. � $ co L2.50 GALV. UNION WITH SCH. 80 NIPPLES 3M DBY-R SPLICE KIT FINISH GRADE (MULCH) 2" MAX. WITH TWIST-ON ■� cc BACK OF WALK CONNECTORS, OR PVC SUPPLY HEADER R y OR CURB BUCKNER VBM BRASS ANGLE VALVE. 18 i APPROVED EQUAL. SIZE TO MATCH REMOTE CONTROL 3" 17 MM ELBOW o C 2 VALVE. N. SOLVENT WELD BELL ROW SPACING PER PLAN < END PVC PIPE TO SCH. DRIPLINE SCH. 80 NIPPLE. LENGTH AS I I 80 NIPPLE, CUT PERIMETER LATERALS FINISH GRADE (MULCH) \ / FINISH GRADE REQUIRED (TYP.). 4"FROM EDGE FINISH GRADE TOP SOIL THREADS OFF GLUED ( ) p p p p p INSTALL 1/4"ABOVE GRADE FILTER FABRIC BARRIER N SIDES III III III III III END. �k FINISH GRADE (TOPSOIL) c o s s � � zQ AND BOTTOM OF VALVE BOX. o �y g„ 17MM FEEDER TUBING, _ POP-UP SPRAY HEAD BRICK PAVERS (1 OF 4) LENGTH AS REQUIRED \ / — / MALE ADAPTER CC,) J \ �\\��D\� MARLEX STREET ELBOW 6"DEPTH PEA GRAVEL SUMP � = l s �� — y 90'ELBOW SPIRAL PVC TEE (SST) BARB FITTINGS LINEAR LOW DENSITY POLYETHYLENE GALV. UNION WITH SCH. PVC SUPPLY HEADER SWING PIPE (12"LONG MIN., 18"LONG MAX.) CONTROL WIRE.TAPE TO MAINLINE 80 NIPPLES WIDTH PER PLAN STAPLE ALL TEES, = CA 10 INTERVALS. ELLS,AND 2 O.C. ■� _ PVC LATERAL-REFER SECTION TO TRENCH DETAIL FODEPTIR cc NOTE SCH.40 TEE (SST) OR ELBOW(ST) ALL PVC FITTINGS SHALL BE SCH. 80 UNLESS OTHERWISE NOTED. Fv PVC LATERAL LINE 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT.TAGS SHALL HAVE DIGITAL LETTERING/NUMBERING ONLY. g 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. L2.50 Q ■O 4. CENTER REMOTE CONTROL VALVE ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX.A MINIMUM some 0 OF 3"CLEARANCE SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND REMOTE CONTROL VALVE. PLAN VIEW cc mime 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE C■� SPECIFIED LATERAL SIZE ON PLANS. SPRAY HEAD SPRINKLER REMOTE CONTROL VALVES (ANGLE VALVE) DRIPLINE LAYOUT DRIPLINE LATERAL CONNECTION y = ■i 5 SCALE: NTS 6 SCALE: NTS 7 SCALE: NTS SCALE: NTS CHRISTY VALVE ID TAG. HEAVY DUTY VALVE BOX, 26"x 3M DBY-R SPLICE KIT WITH CJ DRIP ZONE VALVE KIT PER PLANS 19" (MIN.). INCREASE AS NEEDED TWIST-ON CONNECTORS, OR TO PROVIDE CLEARANCES APPROVED EQUAL. GALV. UNION WITH SCH. 80 NIPPLES STATED IN NOTES BELOW. BOTH SIDES. FINISH GRADE BUCKNER VBM BRASS ANGLE VALVE. 3"MIN. ' NETAFIM LINE FLUSH SIZE TO MATCH REMOTE CONTROL 5" MAX. VALVE. VALVE (F-TLV-1) g!'N e m J SCH. 80 NIPPLE. LENGTH AS 3" MIN. 10"ROUND VALVE BOX °; w REQUIRED (TYP.). LATERAL i _—Al c� FILTER FABRIC BARRIER ON SIDES o LU AND BOTTOM OF VALVE BOX. THE LAND GROUP nvcoxrORATM 462 East Shore Drive, Suite 100 BRICK PAVERS (1 OF 4) — y o Ph. 208.939.404 IdahoFax.208.939.4445 MAINLINE _ ; �, www.thelandgroupinc.com, i �+ w m = ¢ PVC ELL (ST) 6"DEPTH PEA GRAVEL SUMP COD d � � ° 3 PVC EXHAUST HEADER GALV. UNION WITH SCH. 80 SOLVENT WELD BELL END � .__ CD ui \\\\IIII//// CONTROL WIRES.TAPE TO MAINLINE NIPPLES BOTH SIDES. PVC PIPE TO SCH. 80 d y �� 5�P gtio IN 10 INTERVALS. .v (3) BRICK SUPPORTS ' NIPPLE, CUT THREADS OFF W c o .. \ �\ �E OF/p / Zp J.k�G i GLUED END. � �v � _ o,— •. d 9 m GRAVEL SUMP (1 CUBIC FOOT) NOTES: + o w — N.o 1. ALL PVC FITTINGS SHALL BE SCH.40 UNLESS OTHERWISE NOTED. LL- � G R dh a LA— 64 2. VALVE ID TAGS SHALL MATCH VALVE NUMBER ASSIGNED TO VALVE ON PLANS, UNLESS APPROVED BY ARCHITECT.TAGS SHALL HAVE DIGITAL LETTERING/NUMBERING ONLY. CO) 1CL _ / NDSCAY����\ 3. REFER TO TRENCH SECTION FOR MAINLINE AND LATERAL DEPTHS. _ = R " //// \\ 4. CENTER DRIP ZONE KIT ASSEMBLY IN VALVE BOX. ONLY ONE VALVE SHALL BE INSTALLED PER BOX. A MINIMUM OF 3"CLEARANCE v ° y / I I I I\\ 02/24/2017 - SHALL BE PROVIDED ON ALL SIDES OF ANGLE VALVE AND DRIP ZONE KIT ASSEMBLY. a E. a Y Project No.: 116091 5. INSTALL SCH. 80 REDUCER IMMEDIATELY DOWN STREAM OF REMOTE CONTROL VALVE AND NIPPLE TO ACHIEVE SPECIFIED = 0 w 3 LATERAL SIZE ON PLANS. i - m C ate of Issuance: 5 7 6. ALL DRIP ZONES SHALL HAVE A FILTER WITH STAINLESS STEEL SCREEN AT A 120 MESH (MIN.). a ; h Designed by: SC/MT y CO) a, = Checked by: DK -E E n+L. E _ C� DRIP FLUSH VALVE ON EXHAUST HEADER DRIPLINE REMOTE CONTROL VALVE (ANGLE VALVE) a E o Sheet No.: 17 79 SCALE: NTS SCALE: NTS "- 3 a 1 O Cm FL mft M ca LL�o L2m5O DISTANCE CHART a I N I I N REFER TO THE FOLLOWING TABLE THAT LISTS THE LENGTH (IN FEET) FOR EACH SIZE/TYPE FITTING WITHIN WHICH ALL JOINTS JUST BE _ \ RESTRAINED.ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS &SPECIFICATIONS. U FINISH GRADE AT TOP OF TRENCH SHALL MATCH 9 \ \\� FINISH GRADE SURROUNDING FINISH GRADE AS AN EXAMPLE, IF YOU ARE INSTALLING A 3" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 3"AN UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 11'. IF THERE IS ANY JOINT(VALVE, BELL, ETC.)YOU MUST INSTALL A JOINT RESTRAINT = N I I I UM/ WITHIN 11 OF THE 90'MAINLINE DIRECTIONAL CHANGE. o N FINISH GRADE BENDS REDUCERS DEAD END %\\\ 10 ROUND VALVE BOX PIPE SIZE °` o 10 ROUND VALVE BOX 110 220 450 900 1 STEP 2 STEP 3 STEP BLIND SERV. B. y \\/ PAVING BRICK(1 OF 3) /p 2" 1' 1' 2' 6' 19' 6' - \\\\\/ �\ �\ �� FILTER FABRIC BARRIER \\\/\ \ lg0Fo r°Rr \\�\\\ i\i - \/ \\\ \ qB°vgAF�� 25, 1' 2' 4' 9' 4' 23' 10, E 3 ��, F�q/ s�OFp i\i 3" 2' 3' 6' 11' 8' 10, - 30' 15' )C�Lo\j BRICK PAVERS (1 OF 3) i / Nl, r /\/M `� �/ °a! ,� \ \i , �\\ / � 4" 2' 4' 9' 20' 14' 20' 31' 45' 25' 12 AWG TRACER WIRE CC,) CC)2 6"ADS LENGTH AS REQUIRED \\/ /\ 6"DEPTH 3/4"CRUSHED \\ \� \ \i\� SOLID BARE COPPER) /\/�\\ 6" 3' 6' 13' 29' 30' 40' 53' 63' 40' \\ / / /\/ \\ AGGREGATE \i \ \ F� \�� ) i \ \\ \i _ / / \/ \\ \i / �l \ i \ \ / / o \/\\\ LEEMCO SS GATE VALVE WITH CROSS TOP \— \\ \\\i�� \��� //\\ \ 8 4 8 15 38 33 55 63 75 70 \ �\ (LGTi i SS304X). SIZE THE SAME AS THE \\ \\/ / 6 ADS, LENGTH AS REQUIRED \\ \ _ / /\ \ r8-4 . \\/ MAINLINE IN WHICH IT IS INSTALLED. /`�\ / Fi�ly \� \ SAND OR ROCK FREE SOIL /\\ \\/ 10 5 9 19 45 36 56 75 96 90 LEEMCO SPIGOT x BELL AROUNDPIPE •— \\\/ PVC MAINLINE /\/\\\ 12" 5' 10' 21' 53' 38' 60' 83' 112' 110' O \\\ \\\/\� \\ WEDGESELF-R GATEVALVE RESILIENT !'�F PIPE SIZE NO. BOLTS BOLT SIZE TORQUE FT-LBS y \\ INSTALLATION CHART 3 20 DUCTILE IRON TEE REFER TO THE TABLE TO THE RIGHT WHICH LISTS THE NUMBER OF 25, 2 /s /z x 2- 20 i \ i BOLTS, SIZE,AND TORQUE FOR EACH BOLT IN REFERENCE TO THE SIZE 3" 2 %"x 2%" 20 � cc /\\\/\� \/ \\/ �\ o TAPE AND BUNDLE CONTROL \\�� OF PIPE WHICH IS BEING RESTRAINED. / x 3 W \/ \�\\\/ \ BRASS UNION m „ i\\\ \/ /\/ \ 4 2 2 50 Rm WIRE AT 10-0 O.C. INTERVALS, ��\\\ \/ /\ „ PVC MAINLINE PLACE TO SIDE OF MAINLINE i \\ \/� AS AN EXAMPLE, IF YOU HAVE A 3 PIPE,YOU WILL NEED 2 BOLTS THAT 611 2 %"x 3%" 50 ARE 3/8 X 2.5"AND TIGHTEN THEM WITH A TORQUE WRENCH TO 20cc CD NOTE. FT-LBS. 8" 4 Y2"x 4" 50Bob C 1. REFER TO JOINT RESTRAINT CHART FOR MORE i\\\ /�\\ 10" 4 �"x 5�" 100 ElmoINFORMATION, DETAIL 4 1L2.51 / 12" s 4 "x 5%" 100 cc ISOLATION VALVE MAINLINE ISOLATION VALVE TRENCH SECTION JOINT RESTRAINT CHART2 3 :01 o SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS co = y O CO) y co E z i U A• O C d c y CD = y Cc — Elmo o o ._ some o CM) � Elmo CD m y i O C.� g'N ergwm THE LAND GROUP INCORPORATED y 462 East Shore Drive, Suite 100 Eagle, Idaho 83616 Ph. 208.939.4041 Fax.208.939.4445 i N www.thelandgrouDinacom y co m /+ _ _ y y V Of .- � Lu■� N OF cm9 0 = o .- O 2- H _ �<0 J.ko i a E ; 9 LL v a o W O a LA o -3�64 ` _ 2 A 1 ca // DSCA �\ a O a = s 0 03 a y � 0a !2I I I J\\\\ 0 o a = R y a Project No.: 116091 O = B y Date of Issuance: 02/15/2017 i m A w 9 a cd d .- h Designed by: JG/KAM _. S o y H a, = Checked by: JG E 2Ca cc E a cl Sheet No.: cm 3 m L2m51 LL�o