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S 0 07 00 W 120.00 _ _ _ PLANT SCHEDULE RODNEY EVANS + PARTNERS a + + + +
-�r - _ reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702
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77 CONIFEROUS TREES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES CLASS
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d0i - ---------- LANDSCAPE NOTES:
4 � � � I + PC6 7 Columnar Norway Spruce g' Ht. 25�H x 6�W
TC2 QC)
PD3 Picea abies 'Cu0) pressina' 1. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS
A 1 + 12 WORK, PRIOR TO BEGINNING WORK. A
2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF
PN2 DECIDUOUS TREES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES CLASS SIMILAR SIZE AND CHARACTER MAY BE CONSIDERED IF SPECIFIED PLANT MATERIALS CAN NOT BE OBTAINED.
6 • I TC2 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS.
PC6 v 1 Parkway Maple 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION START-UP.
• AC3 2 3" Cal. B&B 40'H x 25'W Class II 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS.
1 Acer platanoides 'Columnarbroad'TM 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF
NOT IN A SOUND AND HEALTHY CONDITION.
I
7. IN THE EVENT OF A PLANT COUNT DISCREPANCY PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND CALL OUT SYMBOL NUMBERS. W w w w
Owtn ,y�atn 50
ED w min mw
8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3"DEPTH OF 3/4"BLACK AND TAN PERMABARK MULCH OVER TOPSOIL. SUBMIT SAMPLE o
z ¢ �z
v Patmore Ash woo �o�wwOw¢oi
TC2 PC6 FP 4 Fraxinus pennsylvanica'Patmore' 3" Cal. B&B 45 H x 35 W Class II FOR APPROVAL. z m z o o z=uz a LL
9. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL a f-w z w
1 10 PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. U w ow a o
10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE '8 o a o F o
PD3 I SITE CIVIL GRADING PLAN. o° w a
Hw cCUO
v Imperial Honeylocust r o oz= z
1 3 G12 4 3" Cal. B&B 40'H x 35'W Class II 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL ORGANIC o==_
Gleditsia triacanthos Impcole Z
6 I MATTER A MINIMUM OF 6 INCHES INTO TOPSOIL.
PN2 ���° ,a, -zwz-°d
12. FERTILIZE ALL TREES AND SHRUBS WITH'AGRIFORM'PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. ¢a�z Q � °?W z
bw
G12 6 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18"DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12"DEPTH OF TOPSOIL. SPREAD, ?a Q o w u o 6 W°Lu°vi
PD2 1 I TC2 COMPACT,AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3"BELOW ADJACENT SURFACES OF PLANTER BED AREAS, 1-1/2"BELOW W z o Ln=a w=5°m��=
2 v TC2 g Corinthian Littleleaf Linden 3" Cal. B&B 45'H x 15'W Class 11 ADJACENT SURFACES OF TURF SOD AREAS,AND 1"BELOW ADJACENT SURFACES OF TURF SEED AREAS. 2-~a g E z o m r
G12 I 1 Tilia cordata'Corzam'TM o�F Z LL O U M<w F-
alK 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY
0>a°w 2 w a°a O w�_ >
1 : SUITABILITY AND CONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS z z o � ��m F w m,o r r �
n zz0 1— 0( (7(zaz�ZLL�Ln
�\I/IL LJI� I DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE,SANDY LOAM,CLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS,WEED z z o a v o w a a o�w
PD3 1 FLOWERING TREES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES CLASS a w o w w a z E z
SEEDS, ROCKS,GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM a z� o z z o w° �=,
v STANDARDS,CONTRACTOR IS RESPONSIBLE TO EITHER: a n o U w ¢v w F z z o=
2 CR4 L1.5 I Douglas Hawthorn A)PROVIDE APPROVED IMPORTED TOPSOIL,OR r o Q a Q F o o z F o 0 o a o
1 PC6 CR4 4 Crataegus douglasii 3" Cal. B&B 20'H X 20'W Class I B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT.
Ae i 1 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE,NATURAL LOAM,SURFACE SOIL, REASONABLY FREE
OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,STONES LARGER THAN 2 INCHES IN ANY DIMENSION, 00000p40°°°0p0000
v SHRUBS CODE QTY COMMON / BOTANICAL NAME SIZE NOTES AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. 0000�P�E OF ��q o000
2 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE PROJECT SITE. moo°o,� a PREND/I,� SO°000
L1.5 I CR4 Compact Oregon Grape OBTAIN TOPSOIL ONLY FROM NATURALLY,WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES.
< 1 MC 13 Mahonia aquifolium 'Compacta' 2 gal. 3 H X 4 W B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY,TOXICITY,AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR
PC6 > GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'SQ C VIJ
REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION.ACIDITY/ALKALINITY RANGE-PH. o� LA- I 0 J4U o
Dwarf Snowflake Mockorange 5.5 TO 7.6. �02 o
PD2 19 5 gal. 4'H x 4'W �oJ' 08/25/22 -o°
I`T I O Philadelphus x virginalis 'Dwarf Snowflake' 16. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF
000FoQ` Pogo°
I I II PN2 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0"CLEAR ZONE OF ALL STORM DRAIN PIPE,STRUCTURES,OR FACILITIES. 000Oo a�o°oo°oo
'I � Little Joker Ninebark 18. STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE
B PN2 I I . II 6 0 PD3 32 Ph socar us o ulifolius 'Hoo i021' 2 gal. 3'H x 4'W B
Y p p g LANDSCAPE IRRIGATION SYSTEM.
6 CR4 I ( III PC6 19. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.
I j A I 1 Bird's Nest Spruce
PD3 I I I iI PN2 36 Picea abies 'Nidiformis' 5 gal. 4 H x 5 W TOPSOIL NOTES
M 3 : jI
Io �' I I ,I ORNAMENTAL GRASSES CODE QTY COMMON / BOTANICAL NAME SIZE NOTES 1. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7,FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER
I IN ANY DIMENSION,AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH.
M PD2 STORAGE I IA iI MPD Karley Rose Fountain Grass 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL
4 I I I PK 15 1 gal. 3'H X 4'W LOAM,SURFACE SOIL, REASONABLY FREE OF SUBSOIL,CLAY LUMPS, BRUSH,WEEDS AND OTHER LITTER,AND FREE OF ROOTS,STUMPS,ORGANIC (V
w RB BUILDING I XI I I AC2 Pennisetum orientate 'Karley Rose' MATTER LARGER THAN 2 INCHES IN ANY DIMENSION,AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE
0 6 20972 SQ. FT. I ` I 5 PERENNIALS CODE QTY COMMON / BOTANICAL NAME SIZE NOTES SCREENED TO ACHIEVE THIS REQUIREMENT.
O G12 I 2 t0 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT
1 AGENCY AND COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S
G12 .� Goldsturm Black-Eyed Susan REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPECIFIED PH AND ORGANIC REQUIREMENTS. RE-TEST 00
c� RB 21 1 gal. 2'Hx2'W
00 AC2 j 1 Rudbeckia fulgida sullivantii 'Goldsturm' TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY
9 LU CONDITION.
Z I i AC2 - GROUND COVERS CODE QTY COMMON / BOTANICAL NAME SIZE NOTES 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL LL
PD3 PK L - 7 0O IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE,AS REQUIRED. O
2 2 PK o Chocolate Chip Carpet Bugle 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: LL
1 o AC2 102 sf Ajuga reptans 'Chocolate Chip' 4" pot-24" O.C. 3"H X 9"W A. LAWN AREAS:9 INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. Z
B. PLANTER BEDS: 18 INCHES MINIMUM
TC2 I 0 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS,AS REQUIRED [n Q
TC2 TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2"BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND 1"FOR SEED. z
Z 3/4 Black and Tan Perms Bark 0
1 1 PBM 6,991 sf 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. LU i--i
Rock Mulch
8. ALL GRAVEL SUBBASE AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS
PN2 I AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT
6 I I LANDSCAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO a Q w
PC6 LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS.
I 1
O
I WEED ABATEMENT NOTES:
PC6 i LANDSCAPE LEGEND LU
PN2 \\
6 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR /
A TC2 HYDROSEEDING. W
1 2. CONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH"ROUND-UP"(CONTACT HERBICIDE)OR APPROVED EQUAL. Q
+ + PLANTS TO BE INSTALLED 3. DO NOT WATER FOR AT LEAST SEVEN (7)DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. w
v 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN(14)DAYS. AT CONCLUSION OF THIS WATERING > U Q
TC2 I PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE(3-5)DAYS.
1 A 1 5. APPLY SECOND APPLICATION OF"ROUND-UP"TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS LU Z
C °I PD3 AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7)DAYS. REMOVE WEEDS FROM THE SITE. C
5 - - PROPERTY LINE(VERIFY) 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO(2)APPLICATIONS,CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD J
APPLICATION.
[QC1QUANTITY7. AT THE TIME OF PLANTING AND HYDROSEEDING,ALL PLANTING AREAS SHALL BE WEED FREE.PD3 A PLANT IDENTIFICATION KEY
5 I I 0
CALLOUT I
3ERS
PD2 CALLOUT NOTES�NOTESBELNOUVMBBE ED
FE,
3 2
e7G12 1. VISION TRIANGLE
2. BICYCLE RACK BY ARCHITECT. SEE ARCHITECTURAL
PK PLANS FOR ADDITIONAL INFORMATION
y G12 1 3. RETAIN AND PROTECT EXISTING FENCING
L -
4. TRASH ENCLOSURE BY ARCHITECT.SEE
I �5`'/� I �/ 1 - ARCHITECTURAL PLANS FOR ADDITIONAL
INFORMATION z
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DATE: ]AN 2021
M M o z M � M M M M M M M M DRAWN BY: SM/LP
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D -`�' - D JOB NUMBER: 20131/22001
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SHEET TITLE
SS SS SS SS SS SS SS SS SS SS SS
LANDSCAPE
PLAN
L A N D S C A P E P L A N Z SHEET NUMBER
SCALE: 1" = 20'-0" L 1 •
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SHEET
1 2 3 4 5 6
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RODNEY EVANS + PARTNERS a + + + +
com+208-5 0 W.Bannock oise,Idaho 83702
A REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER A
MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT
'• • i ROOT GROWTH
• • AlCONSTRUCT 2" EARTH BERM TO FORM A WATER
• ' , RETENTION BASIN, FILL BERM WITH MULCH,AS
SPECIFIED
MULCH, PER PLANS,3"DEPTH OVER ENTIRE BED. DO o w z > u u) 50
NOT COVER CROWNS OF PLANTS o 0 z = cn o<Lo w o w z
ui
zu)z oo��zx�aLL�i
\ \ PROVIDE COMMERCIAL FERTILIZER TABLETS AND ¢r w z 0 2 ¢�<t w ul o o u
BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB u w r v�- a o o z >
_III—Ill�iv�i �i�illl—III- o8�0 �-'El
/�/ BACKFILL WITH APPROVED TOPSOIL AND SOIL �o u
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= A AMENDMENTS,AS SPECIFIED. BACKFILL IN 6"LIFTS, z i=i 2�o u L mw¢P m 5<o
WATER EACH LAYER, DO NOT TAMP OR OVER w'" la-o'"5�z'o z z
w� W w w o'
COMPACT. za�o QF-I`vml20W�ZZ
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12" WIDTH OF 12" CONSTRUCT 6"MOUND OF TOPSOIL w z o m m=a w w>0 m u_
MIN. ROOTBALL MIN. =a z V z~w=J°a
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1. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID IN NURSERY. a o Z° Lu
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2. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. 4 a m o u w ¢v w z z o x
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3. THIN BRANCHES AND FOLIAGE BY%3. r u¢¢¢ F o 0 r F u o¢o
4. DO NOT CUT LEADERS TO RETAIN NATURAL SHRUB SHAPE.
5. FOR CONTAINER GROWN PLANTS THAT ARE ROOTBOUND, SPLIT THE ROOTBALL WITH 3 EQUAL SPACED
VERTICAL CUTS. oop°ppp0°°°o0p000
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SHRUB PLANTING °° � � "'/I,� °
2 NOT TO SCALE
LH— I lby'+U �o
��°ooJF 08/2J/22 ��oo°o
ROOT FLARE TO BEAT SOIL LINE PREVAILING WIND DIRECTION OOO°oo a�0°pp°o o °
B B
SOIL LINE I
REMOVE DEAD/DAMAGED BRANCHES AND
\ PRUNE TO INTERNATIONAL SOCIETY OF
ARBORICULTURE STANDARDS; IMPROPERLY
PRUNED TREES(AS DETERMINED BY THE
\ LANDSCAPE ARCHITECT)SHALL BE REMOVED
AND REPLACED. DO NOT REMOVE MAIN N
LEADER!!
RUBBER CINCH TIE ko
I in
2"x 2"WOOD STAKE(LENGTH AS
00
REQUIRED)-DO NOT PENETRATE ROOTBALL.
SEE NOTE 1. SET STAKES PARALLEL TO
PREVAILING WIND. Q
Z REMOVE TREE WRAP TRUNK PROTECTION, O I--\
Q AFTER INSTALLATION U z
� U CONSTRUCT 2"EARTH BERM AT EDGE OF Q
v �O ROOTBALL, FILL TREE RING W/MULCH,AS z
z SPECIFIED. w 0
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Q 3"THICK MULCH LAYER, KEEP MULCH 3"AWA Z ce
in m
U FROM TRUNK. uj Q Cw
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FINISH GRADE O
o w '�/jam/ //�j / // ��V / //�//7 �/77/7 L/X>>/' COMMERCIAL SLOW RELEASE FERTILIZER
o w / / \ VA/VAj VAjAAA/\ TABLETS
_ _ SIDES OF HOLE ROUGH&UNEVEN w
o ICI IIIIIIIII �� — II- Z �C
BACKFILL WITH APPROVED TOPSOIL AND w
=1 III —III—III —III SOIL AMENDMENTS AS SPECIFIED. U Q
BACKFILL IN 6"LIFTS,WATER EACH LAYER,
WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL W Z
C OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, C Z
Q _j
5' MIN. DIA. DO NOT OVER COMPACT!! J
TREE RING SET ROOTBALL ON NATIVE, UNDISTURBED z
SOIL
NOTES: 0
1. REMOVE BURLAP,TWINE,AND WIRE BASKET FROM TOP 3/3 OF ROOTBALL. REMOVE ALL NAILS,TIES,AND PLASTIC FROM
ROOTBALL. IF SYNTHETIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT SHALL BE COMPLETELY REMOVED. ONLY
1 BIODEGRADABLE BURLAP SHALL BE LEFT ON THE BOTTOM OF THE ROOTBALL.
2. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO ENSURE
THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR
A' A' AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE
WARRANTY PERIOD.
3. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE
ARCHITECT BEFORE PROCEEDING.
A=LENGTH,AS SPECIFIED 4. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT
OR PER PLANT SCHEDULE MATERIAL.
9 P m 5. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING w
B=85%OF'A' METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE.
6. WATER TREE TWICE WITHIN THE FIRST 24 HOURS.
+ 7. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. U w
8. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT z
#24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. ALL TREE INSTALLATIONS O O
PLAN VIEW FINISH GRADE PER PLANS SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. IL 04
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GROUNDCOVER PLANTING PER PLANTING PLAN DECIDUOUS TREE PLANTING Lu
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MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. N
DO NOT COVER CROWNS OF PLANTS 3
NOT TO SCALE N
< o
TILL SOIL TO A DEPTH OF I BACKFILL WITH o SO Q Q
APPROVED TOPSOIL AND SOIL AMENDMENTS,AS w
SPECIFIED.
1 -1 %��i��
N - j� //\j /\/�/ SUBGRADE DATE: ]AN 2021
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_ � � �A� �A�� �A���� DRAWN BY: SM/LP
—III � 11 II
CHECKED BY: LP
JOB NUMBER: 20131/22001
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SE CT I O N SHEET TITLE
NOTES: LANDSCAPE
1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. DETAILS
2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER
BEDS.
GROUNDCOVER PLANTING SHEET NUMBER
1 NOT TO SCALE
•
5
SHEET
1 2 3 4 5 6
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IRRIG ION SC EDULE ° z o N Lrl N (D
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SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY x W L) 00 't M Ui U
PRESSURE IRRIGATION z z W = Oz o t7 O w
Netafim LVCZS8010075-HF 1" 1 � z 0 ~ Q N ^ ~
B P.O.C. PER PLAN w Q a U V = rn p .�co -
Pre-Assembled Control Zone Kit, with 1" Series 80 Control Valve, 3 "' - " o
3/4" Disc Filter, and High Flow Pressure Regulator 4.5GPM to CITY WATER P.O.C. PER PLAN Q ax ti r U 3: v LU a F- U
17.6GPM. z �x ¢ � ° = QooEQ oar
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5 - Hunter ECO-ID MANUAL DRAIN VALVE PER RODNEY EVANS + PARTNERS a + + + +
dU-L - - - ECO-ID: 1/2" FPT connection with 12-60 PSI operating pressure.
5 DETAIL reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702
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ASSEMBLY PER DETAIL
61-1
A Area to Receive Dripline
m I 6 Netafim TLHCVXR-CS-053-18
A _ + L2.6 _ - Techline HCVXR-CS Pressure Compensating Landscape Dripline 3,160 I.f.
I with Copper Stripe, Check Valve and Anti-Siphon feature. 0.53
' 1 _ GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart,
H /
V L2 6 _ - ---- with emitters offset for triangular pattern. 17mm.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
- - Z � w
1 - u K U U
Nibco T-113-K 1 o w w w wa
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mZ w vlmQ�L �Z
V - ® Class 125 bronze gate Manual Control Valve with cross handle, 1 °o F z o z o u Q
(D Z O�u�z=C�¢w�=
same size as mainline pipe diameter at valve location. Size a w z a s w 0 0
pp � _ ..�
Range- 1"-3" 6 E�2 oaUwt�ooF1Dp
v m M)�0 U K° ` Z w 2 F W Q a
T� Hunter HQ-5LRC 1" JUMBO RECTANGULAR °o u -=o 0 0 o w=to o
V v� O F OU wwm wt/1 Z=H�Z
1 v Quick coupler valve, yellow locking rubber cover, red brass and 1 VALVE BOX WITH LOCKING LID, Z F W o Z 0 Z g 0
v stainless steel, with 1" NPT inlet, 1-piece body. As SPECIFIED a o m=a Z o Z
T z�of22 ==ZGWw�oGo
'Hunter' AVR-07 Air Relief Valve or Approved Equal 1 BALL/GATE VALVE PER PLAN, 71 a a N= w >°m v _
V wp z z�i V z=w= u,a
- - - - I Size to match Mainline � cr
LO: SIZE TO MATCH MAIN LINE w
a =a �Ktiw°(n a�Z
• - QD Drain Valve 1 ZZZO U. �o�=�� w��Wfy
Qo w0 ou
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HILMAC
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w(Da �6 z)°rY= wtn
V Zurn 350 1-1/4" COMPRESSION FITTINGS OR a n°u w c�¢ w z z°_
= BF 1 APPROVED EQUAL.SIZE TO =0 u): =��Z=Z o o C)z F_
3/4 -2 Double Check Valve Assembly Backflow Preventer w/ � r �u a a a o°..�4�u o a o
0 0 0 o MATCH MAIN LINE o 0 0 0 0
EZSwa
1 - p o �oq� 000 FLEXIBLE POLY PIPE OR oon� o� °o°oo❑❑❑❑0000
- Hunter PHC-1200i APPROVED EQUAL.SIZE TO o°°° OF °Ooo
C g 1 oQ� o �o �o �oo MATCH MAIN LINE ��o� ��
Wi-Fi enabled, full-functioning controller with touchscreen,
12-Station fixed controller, 120 VAC, Indoor model. °v�� °��0��0 O DRAIN ROCK, 1 C.F. MIN.) o o�c�oa 4c,
-. - < - 1111 Water Meter 1" 1oo WRAP WITH FILTER FABRIC.
POC c0000 � o� o LA-1694U moo
Point of Connection c �o(r �8/25/22 1 � Q USE PHILMAC, 3 ooFV o0Existing Irrigation Well (Water avaibility to be field verified) ID SERIES, COUPLER, 3Goff
Irrigation Lateral Line: PVC Schedule 40 COMPRESSION FITTINGS OR °0000 oDo
1 v�l g 120.3 I.f. APPROVED EQUAL.SIZE TO
MATCH MAIN LINE g
Irrigation Lateral Line: PVC Schedule 40 3/4" 266.3 I.f. MAINLINE CONNECTION
A II v I LOCATION PER PLAN,(VERIFY).
IiI 5
l3 ` : II L2.6 Irrigation Lateral Line: PVC Schedule 40 1" 4.5 I.f.
Iii
° �!�I Irrigation CITY WATER & PRESSURE
II �, ion Mainline: PVC Schedule 40 130.3 I.f.
3 ' ' 1 '� 1-1/2" IRRIGATION CONNECTION NOT TO SCALE
L2.6 I I : I I
Irrigation Mainline: PVC Schedule 40 1" 513.0 I.f. l0
v v I iAl� _ = 1-1/2" IRRIGATION NOTES J (y)
II OO^ i' 100
Valve Callout 1. SYSTEM DESIGN BASED ON THE ASSUMPTION OF THE AVAILABILITY OF 30 G.P.M.WITH 60 P.S.I.AT THE SOURCE AND 35 P.S.I.AT THE HEADS.
2. ALL LATERAL LINES THAT ARE NOT LABELED SHALL BE 3/4"DIAMETER. 4<
# Valve Number 3. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO INITIATION OF ANY DEMOLITION OR CONSTRUCTION OPERATIONS. ANY DAMAGE TO Q
I I ' EXISTING UTILITIES SHALL BE CONTRACTOR'S RESPONSIBILITY. I-I
L - 4. COORDINATE ALL IRRIGATION INSTALLATION OPERATIONS WITH CIVIL, MECHANICAL,AND ELECTRICAL ENGINEERING SHEETS.
D1 D3 #" # Valve Flow 5. CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. O 1
1" 6.13 1 1" 6.04 - Valve Size 6. ALL SLEEVES SHALL BE INSTALLED AS PART OF IRRIGATION CONTRACT. APPROXIMATE LOCATION OF SLEEVES ARE SHOWN ON THE IRRIGATION PLAN. Z
FIELD VERIFY LOCATION. ALL ENDS OF SLEEVES SHALL BE TAPED OR CAPPED AND MARKED WITH A 2"X 4"PAINTED STAKE EXTENDING TO 24"ABOVE GRADE. Q
F ( 6 STAKES SHALL NOT BE REMOVED UNTIL THE IRRIGATION SYSTEM IS COMPLETE. ALL SLEEVES SHALL EXTEND A MINIMUM OF 18"BEYOND BACK OF CURB OR z En I�
A EDGE OF PAVEMENT. PROVIDE COMPACTED BACKFILL AS NECESSARY AT HARD SURFACE LOCATIONS. 0
1 L2.5 LOUT NUMBERS 7. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES REQUIRED FOR THIS WORK. LJJ I�
CALLO UT NOTES BE
NOTES BE REFER LOW NUMBERED 8. IRRIGATION CONTROLLER( ) `S ARE TO BE LOCATED AS SHOWN ON THE PLAN. CONTROLLERS SHALL BE WIRED TO POWER SUPPLY BY A LICENSED 5
LL
ELECTRICIAN PER LOCAL CODES. IRRIGATION CONTRACTOR TO PROVIDE ALL REQUIRED CONNECTIONS TO 24 VOLT IRRIGATION CONTROL WIRE INSIDE THE U J Q U J
1 - 1. CONNECT NEW 1-1/4" IRRIGATION MAINLINE TO DOMESTIC WATER STUB OUT IN THIS APPROXIMATE LOCATION,SIZE BUILDING THROUGH APPROPRIATE SIZED CONDUIT. a CC
TO MATCH MAINLINE FIELD VERIFY). REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. G
A ( ) 9. ALL ELECTRICAL WORK TO MEET OR EXCEED N.E.C.,STATE CODES, LOCAL CODES,AND MANUFACTURER'S RECOMMENDATIONS.
- O
10. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL ROCK AND DEBRIS BROUGHT TO THE SURFACE AS A RESULT OF TRENCHING OPERATIONS.
1 - 2. 2"WIRE SLEEVE. ROUTE TO CONTROLLER LOCATION PER LOCAL CODES AS REQUIRED. 11. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. J
12. ALL 24 VOLT POWER WIRES SHALL BE#14 AWG COPPER. ALL ABOVE GROUND 120 VOLT AND 24 VOLT WIRE SHALL BE IN PVC CONDUIT. ONE POWER WIRE W Q
- 3. WALL MOUNT IRRIGATION CONTROLLER IN BUILDING AS SHOWN.VERIFY LOCATION WITH OWNER. CONNECT 120 SHALL BE PROVIDED BACK TO THE CONTROLLER FOR EACH VALVE. ALL COMMON WIRES SHALL BE#12 AWG COPPER. ALL 24 VOLT WIRES SHALL BE TAPED >
A - VOLT AS REQUIRED. ALL ABOVE GRADE WIRES SHALL BE LOCATED INAPPROPRIATELY SIZED CONDUIT(2"
TOGETHER AT TEN FOOT(10'-0") INTERVALS. U J
3 - MINIMUM). IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH CERTIFIED ELECTRICAL 13. INSTALLATION SHALL COMPLY WITH ALL NATIONAL, STATE,AND LOCAL LAWS AND ORDINANCES. Q
L2.5 I I - CONTRACTOR FOR ALL ELECTRICAL CONNECTIONS. IRRIGATION CONTRACTOR SHALL ENSURE ALL CONTROLLER 14. IRRIGATION CONTRACTOR SHALL PROVIDE A COMPLETE AS-BUILT DRAWING IN PDF FORMAT UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL �J.J
PAYMENT.I C)I I - OPTIONS AND ZONES ARE FULLY OPERATIONAL AFTER TRENCHING HAS FINISHED. CONTROLLER LOCATION TO BE 15. THE ENTIRE SYSTEM SHALL BE GUARANTEED TO BE COMPLETE AND PERFECT IN EVERY DETAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ITS
oI A - OWNER APPROVED. REVISE LOCATION AS REQUIRED. ACCEPTANCE; REPAIR OR REPLACEMENT OF ANY DEFECTS OCCURRING WITHIN THOSE TWO YEARS SHALL BE FREE OF EXPENSE TO THE OWNER. W Z
C I °I - 16. AS PART OF THIS CONTRACT, PERFORM AT NO EXTRA COST WINTERIZATION AND SPRING START UP OF THE SYSTEM DURING THE GUARANTEE PERIOD(1
1 _ 4. EXTEND EXTRA WIRES TO THIS POINT. COIL APPROXIMATELY 24"LENGTH OF EXTRA WIRES IN SEPARATE VALVE YEAR). J
_ BOX AT THIS LOCATION. 17. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF THE QUALITY AND PERFORMANCE SPECIFIED,AND SHALL MEET THE REQUIREMENTS \`
1 - OF THIS SYSTEM. USE MATERIALS AS SPECIFIED, NO SUBSTITUTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE OWNER OR
2 I 5. INSTALL'NETAFIM'OPERATION/PRESSURE INDICATOR STAKES AT END OF DRIPZONE LINE TO ENSURE PROPER LANDSCAPE ARCHITECT. = Z
A 18. IRRIGATION CONTRACTOR SHALL MAKE NECESSARY MINOR FIELD ADJUSTMENTS TO SPRINKLER NOZZLES,SPRINKLERS, PIPE,AND OTHER IRRIGATION
FUNCTIONALITY. MODEL 10-CV-01.SEE DETAIL 9/L2.5. Q
L2.6 1 EQUIPMENT LOCATIONS TO FIT THE AS-BUILT SITE. ADJUST HEAD AND PIPE LOCATIONS AS REQUIRED TO AVOID DAMAGING EXISTING TREE ROOTS.
I I 2 3 4 ADJUSTMENTS SHALL ENSURE HEAD TO HEAD COVERAGE AND NOT OVERSPRAY THE BUILDING OR OTHER IMPROVEMENTS. <O
6. INSTALL MANUAL FLUSH VALVES AT END OF DRIP ZONE LINE FOR MAINTENANCE PURPOSES. 19. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE LINES ARE SHOWN BELOW PAVEMENT ADJACENT TO LANDSCAPE AREAS,THEY SHALL BE LOCATED IN �--I
L2.5 I L2.6 THE LANDSCAPE AREA UNLESS SHOWN WITH A SLEEVE SYMBOL.
F
C A 7. IRRIGATION PIPING LAYOUT IS SCHEMATIC. WHERE MAINLINE, LATERAL LINE AND OTHER MATERIALS ARE SHOWN IN 20. BASE PLAN AND LOCATION OF EXISTING EQUIPMENT ARE SCHEMATIC IN NATURE. FIELD VERIFY ALL BASE AND EXISTING IRRIGATION ELEMENTS AND
K " 2 ASPHALT,CONCRETE HARDSCAPE ARE FFSITE, IT OCATED IN ADJACENT LANDSCAPE AREAS CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE NECESSARY ADJUSTMENTS.
21. IN THE EVENT OF A DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT.
Ikr75 I L
L - D2 I V
2" 2' SYSTEM OPERATIONAL NOTES
8 ���/ 4 I 1 , 4 L2.5 VALVE SCHEDULE 1 SYSTEM OPERATION:
� 1" 6.36 I �
L2.5 III 7 ifi 7 O I O 1�� NUMBER MODEL SIZE TYPE GPM PSI (BASED ON HISTORICAL CLIMATE) w
p A .
_ �� CONTROLLER SETUP �
-...
1 D1 Netafim LVCZS8010075-HF 1" Area for Dripline 6.13 50.03 A CYCLING TECHNIQUE WILL BE USED FOR APPLICATION OF WATER, EACH STATION RUN TIME WILL BE APPLIED WITH THREE(3)DIFFERENT START TIMES. O w
D2 Netafim LVCZS8010075-HF 1" Area for Dripline 6.36 49.01 THEREFORE STATION RUN TIMES REFLECT ONE THIRD(1/3)THE TOTAL APPLICATION. PEAK WATER APPLICATION WILL REQUIRE IRRIGATION EVERY NIGHT. SET U
- - - - 10-,
D3 Netafim LVCZS8010075-HF 1" Area for Dripline 6.04 48.14 C RSFO T 1 AT 7: START TIME#2 AT 12:OOA.M.,AND START TIME#3 AT 5:30A.M. EXTEND WATER WINDO IF REQUIRED TO MEETPEAKATER REQ ENTS. O O
- , Unknown Nibco T-113-K 1" 2z1- - - - INITIAL STATION RUN TIMES: L
- .- - - -
Lv
�� '✓ 0 dH0 D RI P I TI DRIP ZONES:SHRUBS-5 MINUTE CYCLES. 0 O
0 dH0 H STE NCI N
1"
POC 1. THE PLANTER BEDS SHALL BE IRRIGATED WITH A NETAFIM DRIP IRRIGATION SYSTEM OR APPROVED EQUAL. THE
Q o0
7 ,� CONTRACTOR IS RESPONSIBLE TO INSTALL THE DRIP SYSTEM AS PER DETAILS PROVIDED, MANUFACTURER'S AS THE SYSTEM OPERATES,SOME ZONES WILL BE WET WHILE OTHERS ARE DRY. ADJUST ONLY THOSE STATIONS WHICH REQUIRE ADDITIONAL OR LESS 0
.I 1" 1 RECOMMENDATIONS AND THE FOLLOWING REQUIREMENTS: WATER. FOR EXAMPLE, IF STATION A7,A 50'-0"ROTORY ZONE IS ALWAYS DRY, CHANGE THE STATION A7 RUN TIME FROM FIFTEEN(15)MINUTES TO SIXTEEN (16) Q
�I 5 L2.5 7 1 BF 1 A. NETAFIM TECHLINE HCVXR DRIP TUBING SHALL BE USED FOR FORMAL PLANTER BED AREAS, .53 GPH EMITTER(cry MINUTES. CONTINUE MAKING ADJUSTMENTS UNTIL THE ZONE MOISTURE CONTENT IS ACCEPTABLE. USE NOZZLE CHANGES OR NOZZLE SCREW ADJUSTMENTS Q
~ I J L2.5 L2.6 1/2 1�2ff 18"EMITTER SPACING AND 18"ROW SPACING SHALL BE USED. TO ADJUST WET AND DRY AREAS WITHIN A ZONE.
i
1 B. A LOW VOLUME CONTROL ZONE KIT SHALL BE INSTALLED PER EACH ZONE. SEE NOTES, LEGENDS AND DETAILS. CAUTION NOTICE
1 C. ALL ZONES SHALL BE INSTALLED WITH A MANUAL LINE FLUSHING VALVE. SEE DETAIL. DATE: ]AN 2021
M M M M M M M M L--, M L2.5 M L2 D. ALL DRIP TUBING SHALL BE BURIED AND STAKED TO PREVENT EXPOSURE OF PIPE THROUGH MULCH AS DETAILED.2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL THE DRIP SYSTEM SO THAT THE OPTIMUM AMOUNT OF WATER IS THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DRAWN BY: SM/LP
APPLIED TO ENSURE THE HEALTH OF ALL PLANT MATERIAL. EXTRA DRIP TUBING ARE TO BE INSTALLED AT ALL TREES RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS CHECKED BY: LP
PLANTED WITHIN DRY LAND SEEDING AREAS TO INSURE PROPER WATERING IF NECESSARY. SEE DETAIL. BEING EXACTOR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO JOB NUMBER: 20131/22001
3. THE CONTRACTOR IS RESPONSIBLE TO SCHEDULE A MEETING WITH THE LANDSCAPE ARCHITECT AND THE OWNER'S REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
NORTH LI N D E R ROAD REPRESENTATIVE BEFORE PROCEEDING WITH ANY IRRIGATION INSTALLATION IN ORDER TO REVIEW WORK TO BE DONE. CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
4. ALL PVC LATERAL LINES FROM VALVES TO HEADERS ARE TO BE BURIED AT MINIMUM DEPTH OF TWELVE INCHES(12"). SHEET TITLE
SS SS SS SS SS SS SS SS SS SS SS SS SS SIZE AS NECESSARY. (SEE PIPE SIZING NOTES ON THIS SHEET.)
5. AFTER INSTALLATION OF THE IRRIGATION SYSTEM THE CONTRACTOR IS RESPONSIBLE TO PROVIDE THE OWNER WITH IRRIGATION
AS-BUILT DRAWINGS AND INSTRUCTIONS FOR MAINTENANCE OF THE DRIP SYSTEM.
6. PROVIDE NETAFIM TUBING AS PER DETAILS TO ENSURE EACH SHRUB AND TREE RECEIVES ADEQUATE IRRIGATION. BURY
NETAFIM AS SPECIFED.ADJUST NETAFIM LOCATION TO OBTAIN COMPLETE COVERAGE. REFER TO NOTES FOR PLAN
SPECIFICATIONS.
IRRIGATION PLAN Z SHEET NUMBER
SCALE: 1" = 20'-0" L2 •
0
SHEET
1 2 3 4 5 6
may`E IDIAN
APPROVED
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Permit Number.csxai-mvmsz p Z W o � zw
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1"AIR&VACUUM VALVE ASSEMBLY Z 4 o O L Q O Q <
z ARI D-040-C OR EQUAL. RODNEY EVANS + PARTNERS a + a = Q N m o U = a
� reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702
ill-III
- - - NO. 5 REBAR OR 1"SCH.40 STEEL
—III—III—III PIPE,WITH (2)STAINLESS STEEL
WILKINS 375 REDUCED PRESSURE BACK III—III—III—III— GEAR CLAMPS OR APPROVED
FLOW PREVENTOR PRINCIPAL ASSEMBLY EQUAL.
OR APPROVED EQUAL
q NOTE: 1=1 1=1 1=1 1=1 1=1 q
—III—III—III—III—III 1"SCH. 80 NIPPLE 4"VALVE
90° ELL 1. ALL PIPES - - -III—III-
NIPPLES AND -III-III-III-III-III MARKER Ell
FITTINGS - - -III—III- 1"BALL VALVE
USED FOR -I -I -I I-III-I
TEE WITH 1"PLUG FOR SPRINKLER BACK FLOW =III—III—III—III— VALVE BOX EXTENSION AS
BLOWOUT WITH AIR COMPRESSOR L— — — —
ASSEMBLY REQUIRED _
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BRASS UNION OF RED III—III—III- oo o o o PAVING BRICK(1 OF 4) FINISH GRADE 4" P.V.C. SLEEVE 0°e.1w z w v m¢m z
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� III=III=III=III - I I HANDLE ORE WITH°T" z m F m w�°O w 0 w:5
f -III—III—III—� DRAIN ROCK 1 APPROVED EQUAL ° m=a o 2 8 z w->o u
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FINISH GRADE HARCO SCH 40 PVC _ _ ���.. x x O °w w° o
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4"CONCRETE PAD, III-III-III-I _ _ _ _ _ _ APPROVED EQUAL 1=III=III=III-I —III-III PLANS °>a g w x w x >
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SIZE AS REQUIRED TO — - = = —_� I- REQUIRED. = O O O a a ° „ ;; z z q,z w J
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6"CLASS 200 PVC =III- III 1TI 1TI 1 T 1 1=111=111=1 AIR RELIEF VALVE _ _ _ _
4 _ 111-
SLEEVE III III III III III=1 1=III-I III III III NOT TO SCALE -111 _
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PVC LINE TO SYSTEMS NOTE: o° P� oq o°
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O 1 �_ _ O 1. DRAIN LINES MAY BE DIRECTED TO THE SITE DRAINAGE SYSTEM
90° ELL _ _ _ _ Q
FROM FILTER WHERE APPLICABLE. REFER TO PLANS FOR MORE INFORMATION. (}v /
MANUAL DRAIN VALVE O (TYPICAL) O
o P.O.C. FABRIC o
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LINE SLOPES TOWARD o0 6" DIA. 12"DEEP DRAIN BE o0 00 00 o I I 1 MANUAL DRAIN VALVE _ - 111<p�,
LA-16y4U /�BACK FLOW WITH 2"GRAVEL FOR DRAI —I (REQUIRED ONLY IF o MANUAL DRAIN VALVE 08/25/22 �6o
PREVENTER) 0 VALVE.WRAP WITH FILTEK LINE SLOPES TOWARD III = — = NDS'VALVE BOX, OR APPROVED ° ff Pc�000
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1BACK -ITI-ITI-I I Z j�I i FLOW PREVENTER NOT TO SCALE THREADED'MUELLER'BRASS BALL
III—III I—III 2" MIN. VALVE, OR APPROVED EQUAL.
I-III-III-I I
PVC MAIN LINE
I I II II I I 111�II I 111 I I=1 11=ITI=1 i 1-1�I-1�—��I=1 i 1=1Ti-1 I I I II I�II I I 1=I I I-
THREADED FEMALE ADAPTOR,TYPICAL N
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2" 12"x 18"VALVE Z
AUTOMATIC IRRIGATION 3/4"SCH 80 UNION
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MAINLINE CLASS 200 P.V.C. w
LATERAL LINE \
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FINISH GRADE — / w
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SCHEDULE 40 PVC =III=III=I FOUNDATION
TO MAINLINE. 3: 0
2"SCHEDULE 40 PVC — — —_
1111 11111 1111=1 N� M x F I.P.S
=III-III-III - - - COUPLING
C W Z
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1I1=1I1=1I1=1 - 1=1I1=1 1-1II1 IIII- IIIIIIIIIIIIIIIIIIIIIII111
III-III-III-III-III-III-III-III-III- =1 1=1 1=1 1=1 1=1 1=1 1=1 III III 1=1 1=1 1=1 t10
=1 I-III-III-III-III-III-III BRICK SUPPORT(1-
NOTE:
�I _I�I—I i 1—ITI—I i I—ITI—I� I—III—III—III—III—III—III—III—III—III—III—III—III—III—I I —
EA. CORNER) - - - - - - - - - - - - - -
1. COORDINATE CONDUIT INSTALLATION WITH ELECTRICAL AND FOUNDATION INSTALLATION. —III—III—III—III—III—III—III—III—III—III— - —1
1 CU. FT. PEA =III-III=III=III=III=III=1 II II II III III III-"
INTERIOR WALL MOUNTED GRAVEL SUMP
2 NOT TO SCALE FILTER FABRIC
IRRIGATION CONTROLLER
REMOTE CONTROL VALVE
6 11 NOT TO SCALE Z
WITH 3/4 FILTER (DRI PZON E) L
o z
12" ROUND VALVE BOX z
QUICK COUPLER VALVE WITH O O
FINISH GRADE COVER U
N w
FINDERS TAPE
(9"DEEP) III= = = ' g FINISH GRADE w
II III III III � N
N M LATERAL LINE -III—III—
� � � FILTER FABRIC BARRIER Q
(MIN. 12"DEEP) �
III-III-III Q
O O O O O O O O O J a
LASCO BRASS STABILIZER w
SAND OR ROCK FREE Z p
:2 11=III=III
N SOIL AROUND ALL PIPE
MAINLINE �02o 0 0 0 0 0 0 6" DEEP PEA GRAVEL
(24"DEEP MIN.) = M
DATE: JAN 2021
0 0 0 o DRAWN BY: SWLP
D _ _ _ _ _ _ SCHEDULE 80 NIPPLE CHECKED BY: LP
TAPE AND BUNDLE IIIIII-III-III-III- = - III-III-III-III-� D JOB NUMBER: 20131/22001
CONTROL WIRE AT 10' 0" MAINLINE(24"DEEP MIN.)
= O.C. INTERVALS ALONG =III=III=III=III=III= = III= = = -
_ — MAIN LINE
SHEET TITLE
I I L;I III 90° STREET ELLS
- I-III-I I III-I III- -_-_ IRRIGATION
IIIIIIIIIIIIIIIIIIII IIIIIIIIIIII. . III I III III II III I I III 11'
90°STREET ELLS I— —III—III- III- III = SCHEDULE 80 NIPPLE
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= - - FITTINGS
TRENCH SECTION QUICK COUPLER VALVE SHEET NUMBER
3 NOT TO SCALE 7 NOT TO SCALE
L295
SHEET
1 2 3 4 5 6
�8 IDIAN—
APPRDVED
applica tling o
apcia di,leapdat ,P.°o a 1 2 3 4 5 6'_ es nfo t a Idl of Ina irmaion.n
the app—piapa.ma
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FINISH GRADE w v N N Ln No
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VALVE BOX RODNEY EVANS + PARTNERS a + + + +
SEE SPECS reandpartners.com+208-514-3300+1450 W.Bannock Street,Boise,Idaho 83702
A MANUAL FLUSH VALVE A
O 7 77 77 O O TECHLINE PLUMBED TO Techline®HCVXR
O O O O O O � 17MM TUBING REFER TO START CONNECTION
0 0 0 0 0 0 o Techline®HCVXR DRIPLINE DETAIL.
`)00 0
BRICK SUPPORTS O
(THREE) I w
Z V
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MANUAL LINE FLUSHING VALVE WzO� fn=Qw=t W D, nJ=
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SEE DRIP NOTES AREA PERIMETER
FOR ROW SPACING LOW VOLUME CONTROL ZONEKIT-REM 0000�pp0°°°0p00oo
6"ROUND VALVE BOX PERIMETER LATERALS FILTER AONDEPROESSURENTROL VALVE, O o°°�O�Pa�PREN�/D
2"TO 4"FROM EDGE REGULATOR.
FINISH GRADE NOTE: d�� 1_f/l� •
AIR/VACUUM RELIEF — 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX TUBING 1"MIN PVC/POLY TUBING TO o_.
VALVE Z —_III LENGTH OF STANDARD LAYOUTS. CONNECTION;SIZE AS o� LA—�694U do
-III III 2. PLACE SOIL STAPLE EVERY T-5'PLUS TWO ON EACH TEE, INDICATED ON PLANS.
3/4"M x 1/2"F REDUCTION — — —III-1=1 ELBOW OR CROSS.
BUSHING III III= 3. BELOW ARE MAX LINE DISTANCE FOR CENTER FEED LITE °OOoo aDo 00000
LAYOUT @ 30 PSI INLET;REFER TO FULL CHART FOR
B DRIPLINE TUBING — — — — ALTERNATE PRESSURES: B
III III o0 00 00 .33 @ 12"o.c. = 327' 53 @ 12"o.c. = 240'
3/4"CRUSHED GRAVEL o 0 0 0 _ —
SUMP -III I III= 33 @ 18"o.c. = 464' 53 @ 18"o.c. = 341'
BRICK SUPPORTS III III III III
I I=I 1 -III„ i i i i 11 -1
DRIPLINE 180 2-WAY -— - - - - TYPICAL TECHLINE LAYOUT
ADAPTER TEE 5 NOT TO SCALE N
AIR / VACUUM RELIEF VALVE kD
2 NOT TO SCALE M
00
FINISH GRADE —III - MULCH O ■..�
FINISH GRADE
LL z
Q
Techline COMBINATION TEE Z IN-LINE EMITTER DRIP TUBING z I--I
MODEL TL075FTEE J W 0
a_ ECO INDICATOR-
w Techline TUBING HUNTER MODEL:OPERIND G
o a Q W
O
Z
cn L u IC)Z >
W
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0 = oC
3/4"MIN. 3: Ll o
C W
TRIPLE SWING JOINT C Z
LENGTH AS REQUIRED z /� _j
• oPVC TEE(SxSxT) ECO INDICATOR6 NOT TO SCALE �
OR 90°(SXT)
NOTE:
EACH CONNECTION IS CAPABLE OF MAX 10 GPM PVC OR POLY PIPING
MULCHED 5'DIA.TREE RING-TYPICAL
TECHLINESTART CONNECTION / �� TECHLINE HCVXR DRIPLINE-SEE
3 NOTES FOR INSTALLATION
NOT TO SCALE SUPPLY HEADER \ GUIDELINES
/ EXHAUST HEADER
LLj
OU w
0
FINISH GRADE I__ v
OF MULCH O . MF u
U w
\ / \ 18' 18" \ / Lu
2 MM z � � �� ��� i�� 0 °
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Mo � � d zz z � � � � � Lu N
o 0
J
DRIP CONTROL ZONE KIT TECHLIN'"LANK TUBING TECHLINE HCVXR SPACING SEE o
NOTES FOR INSTALLATION
N�_' GUIDELINES
JH _"j El _J El TREE TRUNK DATE: ]AN 2021
NOTES: MANUAL FLUSH VALVE DRAWN BY: SM/LP
Techline LATERAL CHECKED BY: LP
1. LOCATE OPERATIONAL INDICATOR ON OUTSIDE OF FIRST DRIP RING. 20131/22001
SPACING PER PLANS JOB NUMBER:
2. INSTALL ALL COMPONENTS PER DRIP NOTES
TOPSOIL AND AMENDMENTS AS 3. ALL DRIP SHALL BE BURIED AND STAKED AS PER NOTES AND SUBGRADE INSTALLATION DETAIL FOR
SPECIFIED PLANTERS AND TREE RINGS SHEET TITLE
4 TECHLINE SUBGRADE INSTALLATION TREE DRIP RING LAYOUT IRRIGATION
NOT TO SCALE NOT TO SCALE
7 DETAILS
PLANTER BEDS AND TREE RINGS PLAN VIEW
SHEET NUMBER
L24, 6
SHEET
1 2 3 4 5 6