PZ - Landscape Plan I
A B C D E F G H I J K L M N O P
STD yP!*� OF I#•.,••
1 387 LF - PROJECT PERIMETER 1 S�o��D.xoT,�� o
11 TREES REQUIRED ( 1 TREE PER 35' FEET)
11 TREES PROPOSED
LA- 16827
EXISTING FENCE TO S/25/201S
REMAIN. SEE PHASE 3 '. l'•.`�A S C A4�.•'
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DATE:
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X X X 9-25-2019
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/� / MALTA DR � PLANTINGS TO INCORPORATE
w1 REMAIN. SEE PHASE 3 1/ 1/ AC UNITS IN THE FIELD W1az
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OVERALL SITE PLAN A
10 SCALE: P=20'-0" 10
W
LEGEND:
GENERAL LANDSCAPE NOTES
❑ SODDED LAWN AREA - Dwarf Turf Type Tall Fescue DRAWN BY:
1. NO TREES SHALL 5E PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHD JAG
STORM DRAIN PIPE-
X EXISTING 6' NC�T. SOLID VINYL FENCING TO REMAIN CHECKED BY:
2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION o o EXISTING 4' I-ICxT. SOLID VINYL FENCING TO REMAIN JDR
11 DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION v 11
SYSTEM.
PROJECT NUMBER
SEE SHEET L1.10 FOR OVERALL SITE PLAN, SEE 3. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK � SPECIMEN BOULDER - ROUC��-I DESERT SAND STONE _
OF ANY SIDEWALK BOULDER - 3' MIN. DIMENSION IN ALL DIRECTIONS
LANDSCAPE NOTES 4• KEEP ALL BIO-SWALE MEDIA IN ALL DRAINAGE AREAS OPEN AT ALL LIMES
LOCATE a ENTR�I"S ONLY SHEET:
SHEET L2.0 FOR PLANT LIST, , (COORDINATE WITH CIVIL CONSTRUCTION PLANS FOR LOCATIONS) �J STANDARD BOULDERS - AN EQUAL MIX OF 1 FT. 2FT. 4
AND PLANTING DETAILS 3FT. DIA. NATIVE BASALT BOULDERS (CLEAN FROM
CALICHE)
12 12 �
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A B C D E F G H I J K L M N O P
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1 1
LANDSCAPE NOTES LA 1682S
PLANT SCHEDULE .NOTE: ALL TREES TO BE GRADE "1) :;d 9/25/201
I. All plant material shall conform to the American Nurser man Standards for a and size shown. •••�;NDSCPQ�.•��
KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS p y yp
COMMON NAME Plants will be rejected if not in a sound and healthy condition. All plant material shall be Grade 01 or DATE:
TREES better.
2. All planting beds and tree wells in lawn areas (wells to be 3' in diameter) shall be covered with a `J-25-201`J
minimum of 3" of MINI BLACK AND TAN ROCK chips. submit sample for approval by owner.
3. All lawn areas shall be sodded with 100ro Turf T e Tall Fescue (Festuca arundinacia).
2 AG Red Rhapsody Amur Maple 2" BBB 15' het. 15' wide CLASS I yp 2
Acer tataricum subsp. einnala 'Mondy' 4. All plant material shall be guaranteed for a period of one year beginning at the date of
AP Acer platanoides 'Ezestre' 211545 25' het. 25' wide CLASS II acceptance by Owner. Replace all plant material found dead or not in a healthy condition U
immediately with the same size and species at no cost to the Owner.
Easy Street Maple 5. Planting backfill for trees and planting beds shall be 5 parts topsoil and 1 part compost with Ln O E o U
AR Acer rubrum 'Franksred' 211545 35' het. 30' wide CLASS 11 straw. Stake all trees per details. Q CDM o aj a
Red Sunset Red Maple (o. All sodded areas shall have 6" of topsoil and all planting beds shall have 12" of topsoil. Cn 0N, .o
BN Betula nigra 2" BBB Multi-Stem 35' het. 25' wide GLASS I1 Topsoil shall be a loose, friable, sandy loam, clean and free of toxic materials, noxious weeds, weed p N4-1
seeds, rocks, grass, or other foreign material larger than 1" in any dimension, a pH from 5.5 to -1.0. - E2 ui �'
River Birch m �n
PP Sunburst? Black Hills S ruce 6'-10' h t. BBB 25' h t. 15' wide CONIFER Top soil from site shall be used, if meeting these standards. Place 1/2" compost over all landscaped N v
p e e areas and rototill into top 4". Spread, compact, and fine grade topsoil to a smooth and uniform o 0 o M =
Picea glauca var. densata 'MonChet' grade, 1" below surface of walks and curbs in areas to be sodded and 3" in planting bed areas. m N ui i
PP Picea pungens glauca 'Colorado blue' 6'-12' het. 545 45' hgt. 20' wide CONIFER -1. Fertilize all trees and shrubs with 'Aeriform" planting tablets, 21 gram. Quantity per manufacturer's4 v
3 Colorado Blue Spruce 'I recommendation. 3 U a
PG Pyrus calleryana 'Redspire' 2 585 30 het. 25 wide CLASS II 8. Plant material shall not be substituted without the written permission of Owner. Submit names of
Redspire Flowering Pear three suppliers contacted if substitution is requested and plant material specified is not available. I1� i
PK Krauter Vesuvius Purple Leaf Plum 9. Shrub planting beds shall be shovel edged to create a distinct separation of landscape types. �
p 2" B4B 20' het. 25' wide CLASS 1 10. Immediately clean up any topsoil, or other debris on site created from landscape operation and Q
Prunus cerasifera 'Krauter Vesuvius' dispose of properly off site. ,4.
PR Prunus Sargent!! 'Columnaris' 2" 545 30' het. 15' wide CLASS 1 11. All landscape areas shall have an state of the art (2 wire) automatic underground sprinkler system O W
Columnar Sargent Cherry which insures complete coverage and is properly zoned for required water uses. All shrub and Q m
PS Prunus Columnar
entii 'Columnaris' perennial beds shall have drip irrigation and all lawn areas shall have spray or gear driven heads
g 2" B4B 30' het. 15' wide CLASS I placed on their own zones. Irrigation system shall be design built by a qualified irrigation design a
Columnar Sargent Cherry specialist (Shop/Construction drawings shall be provided for review and approval by the
SHRUBS Landscape Architect before any work is initiated). Coordinate water source with civil engineering m
4 drawings and owner. 4
BC Berberis thunbereii 'Helmond Pillar' 2 Gal. 3' het. x 2' wide 12. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions. KV a �
Helmond Pillar Barberry 13. The Contractor shall refer to the Irrigation Design Build Specifications and the typical irrigation
BB Euonymous alatus 'Compactus' S Gal. 4' hgt. x 4' wide installation details on sheet L3.0 and L3.1. Gi _.,
Dwarf Burning Bush 14. Coordinate all drainage areas and utilities with tree locations and adjust per field conditions.
BX Buxus x 'Green Velvet' 2 Gal. 3' het. x 3' wide 15. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE Ln Q
Green Velvet Boxwood CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM.
CO Cornus alba 'Bailhalo' 5 Gal. 4' het. x 4' wide Iro. The Contractor shall coordinate the following to be approved by the owner/Landscape REVISIONS:
Ivory Halo Dogwood Architect before installation: Specimen boulders, Basalt boulders, 3-4" washed river rock and rock
EF Euony mulch in the planter areas.
fortunes 'Emerald Gaiety' 2 Gal. 3' het. x 3' wide I-1. All fencing shall comply with 11-3A--I, Meridian Clty Code.
Emerald Gaiety Wintercreeper 18. VISION TRIANGLES ARE 40' X 40' AND 20' X 10' PER A.C.H.D. STANDARDS.
5 is Juniperus scopulorum 'Blue Arrow' 5 Gal. 10' het. x 3' wide 19. All fencing in common areas shall be setback 20' from the R.O.W. 5
Blue Arrow Juniper 20 All 510-5WALE MEDIA within any drainage area shall be kept open and free at all times.
MJ Juniperus scopulorum 'Medora' 5 Gal. 10' het. x 3' wide 21. Bermine along Black Cat and McMillan Streets to be at a 4:1 maximum slope and a MINIMUM of 3'
Medora Juniper high. Grading shall be smooth and uniform through out.
PO Physocarpus opulifolious 'Seaward' 5 Gal. 5' het. 5' wide
Summer Wine Ninebark
PG Picea pungens 'Globosa' 5 Gal. 4' het. 4' wide
Dwarf Globe Blue Spruce
PW Pinus strobus 'Blue Shag' 5 Gal. 4' hgt. 4' wide GENERAL LANDSCAPE NOTES
Dwarf Blue Shag Eastern White Pine
RM Rosa 'Meigalpio' Plant Patent 01-10-1-1 2 Gal. 18" het. x 30" wide
Red Drift Groundcover Rose 1. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHE)
6 RR Rosa x 'Nearly Wild' 2 Gal. 3' het. x 3' wide STORM DRAIN PIPE..
Nearly Wild Rose (Floribunda) 2. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION
sJ Spiraea japonica 'Walbuma' P.P# 9363 2 Gal. 2' het. 2' wide DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION O
Magic Carpet Sp i rea SYSTEM.
WF Weieela Florida 'Bramwell' 2 Gal. 3' het. 3' wide 0
Fine Wine Weigela 3. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK
OF ANY SIDEWALK.
GROUND COVERS/ GRASSES/ PERENNIALS
CA Calamagrostis x. acutiflora 'Overdam' 1 Gal. 6 36" O.G. 3' hgt. x 2' wide 4. KEEP ALL BIO-SWALE MEDIA IN ALL DRAINAGE AREAS OPEN AT ALL TIMES �
Dwarf Feather Grass (COORDINATE WITH CIVIL CONSTRUCTION PLANS FOR LOCATIONS)
7 CV Coreopsis verticillata 'Moonbeam' 1 Gal. a 48" O.C. 12" het. x 2' wide 7
Moonbeam Thr'Stella
Tickseed g BIO-RETENTION ALTERNATE SEED MIX 0
HH Hemerocallis x Dee Oro �1 Gal. 48 O.C. 18 h t. x 2 wide
Stella De Oro Daylilly �■■�
LL Lavandula angustifolia 'Dilly Dilly' 1 Gal. a 3KJ" O.G. 12" het. x 18" wide
Dilly Dilly Lavender PROVIDE THE FOLLOWING:
CK Calamagrostis x acutiflora 'Karl Foerster' 1 Gal. a 36" O.C. 4' hgt. x 2' wide
Karl Foerster Dwarf Feather Grass SPECIES RATE (PLS lbs./Acre)
PA Pennisetum alopecuroides 'Little Bunny' 1 Gal. .8 36" O.C. 2' het. x 3' wide Western yarrow (Achillea millefolium var. occidentalis) 0.10
Little Bunny Dwarf Fountain Grass Firecracker penstemon (Penstemon eatonii) 0.20
PVH Panicum vireatum 'Hot Rod' 1 Gal. 0 36" O.G. 4' het. x 2' wide Blue flax (Linum perenne) 2.10
8 Hot Rod Switch Grass California poppy (Eschscholzia californica) 2.10 L]
PSR Phlox subulata 'Red Wings' 1 Gal. a 48" O.C. 6" hgt. x 3' wide Sheep fescue (Festuca ovina) 1.50
Red Wings Creeping Phlox Idaho fescue (Festuca idahoensis) 2.0 a
Sandberg bluegrass (Poa secunda ssp. sandbergii) 1.0
Note: Shrub and tree counts are for refernce only and not guaranteed, contractor shall verify all quanititles. Rocky Mountain penstemon (Penstemon strictus) 1.0
Tota I 10.0
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DRAWN BY:
JAG
CHECKED BY:
11 11 JDR
SEE SHEET LLO FOR OVERALL SITE LOCATION PROJECT NUMBER
MAP AND SHEETS L1.1 THRU L1.3 FOR DETAILED SHEET:
LANDSCAPE PLANS, SHEETS L3.0 - 3.1 FOR
DESIGN BUILD IRRIGATION SPECS AND DETAILS
12 12 L2e0
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A B C D E F G H I J K L M N O P
OF
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LA- 16827 .
9/25/201S
S C
PLANT TREE AT PLANT TREE AT SAME
SAME ELEVATION REMOVE DEAD/DAMAGED BRANCHES AND ELEVATION AS NURSERY REMOVE DEAD/DAMAGED BRANCHES AND PLANT SHRUB At SAME DATE:
PRUNE TO INTERNATIONAL SOCIETY OF PRUNE TO INTERNATIONAL SOCIETY OF ELEVATION AS NURSERY g_25_201cJ
AS NURSERY ARBORICULTURE STANDARDS, IMPROPERLY ARBORICULTURE STANDARDS, IMPROPERLY 3" MIN. DEPTH OF MINI BLACK AND TAN ROCK
PRUNED TREES SHALL BE REPLACED PRUNED TREES SHALL BE REPLACED MULCH (OR APPROVED EQUAL), KEEP BARK
2 2" DIA. WOODEN POLE (LENGTH 3" WATER MULCH A MIN. OF V AWAY FROM TRUNK 2
AS REQUIRED) SET STAKES RETENTION BERM a)
PARALLEL TO PREVAILING ATTACH TRUNK FIRMLY TO POLE W/ FINISH GRADE
WIND. SEE NOTES CINCH TIE. SEE NOTES ` ATTACH TRUNK FIRMLY TO POLE W/ _—III— E U
—I III- Qj Ln O E o
CINCH TIE. SEE NOTES BACKFILL W/ > CDo O a
APPROVED TREE WRAP — ROOT BALL Q c� aj
PLANTING SOIL �- i
FOLD BACK BURLAP 1/4 WAY OR FROM BALL TO FIRST BRANCH 3" DIA. WOODEN POLE _ _ _ m N
_ _ 00
cn -
- = = _I�i UNDISTURBED > 0 �i -0 m v
REMOVE WIRE BASKET FROM ROOT (LENGTH AS REQUIRED) —III— —111=1I I- SOIL �n =a c? v
BALL AS SUPPLIED AND REQUIRED 4" MIN. VISIBLE TRUNK 00
FLARE MIN. DEPTH OF MINI BLACK AND TAN ROCK CD 0 0 V)
3"
MULCH (OR APPROVED EQUAL), KEEP MULCH NOTE - DIG HOLE TWICE THE SIZE OF ROOT BALL N m N i
z Q
3" MIN. DEPTH OF MINI BLACK AND TAN ROCK
3" WATER VISIBLE TRUNK FLARE A MIN. OF 3" AWAY FROM TRUNK Cj
3 RETENTION BERM MULCH (OR APPROVED EQUAL), KEEP MULCH 3 Lj 4
A MIN. OF 3" AWAY FROM TRUNK 3" WATER SHRUB PLANTING DETAIL a a
SET TOP OF ROOT BALL RETENTION BERM NO WALE
2" ABOVE FINISH GRADE� 4"
III SET TOP OF ROOT FOLD BACK BURLAP 1/4 WAY OR REMOVE WIRE i• " ►ai
BACKFILL W/ - — — =III" BALL 2" ABOVE — Is —I1' BASKET FROM ROOT BALL AS SUPPLIED AND 4. -0
PLANTING SOIL I„_I 1. Ii lI II —UNDISTURBED FINISH GRADE —I II _ — II I� REQUIRED
_ - - OW � �
'a
_ _ _ _ Q m 36 SOIL BACKFILL W/ ����iiI�= III-
OR TWICE THE SIZE OF PLANT BALL1 —I h�
PLANTING SOIL III UNDISTURBED c �
36"MIN SOIL cx U
a
NOTES: OR TWICE THE SIZE OF ROOTSALL
1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE m � m
4 CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT 4
AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. NOTES:
STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE `1' a �
2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT �t 9 FINISH GRADE _
AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. +-,
TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. m " '�� r
3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE 2. WRAP RUBBER CINCH TIE COR APPROVED EQUAL) AROUND THE TREE TRUNKS
AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE ccl H
NO SETTLING WILL OCCUR). ��
TIES TO THE SLAKES WITH GALVANIZED NAILS t0 PREVENT MOVEMENT. Q)
4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE .i I III III UNDISTURBED
NO SETTLING WILL OCCUR). �9 III=III I —III SUBGRADE
REVISIONS:
4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS.
DECIDUOUS TREE PLANTING DETAIL
5 1 NO SCALE CONIFEROUS TREE PLANTING DETAIL BOULDER PLACEMENT DETAIL 5
NO SCALE 4
T NO SCALE
6
1
40' X 40' VISION (5: 1 slope) L2.1
TRIANGLE SWALE TOP O
(6" FREE BOARD)
M
SEE DETAILED LANDSCAPE PLANS F Q
FOR PLANT TYPES
TYPICAL PLANTINGS (SEE
7 O — — — — — — — — — _ ♦ LANDSCAPE PLANS FOR TYPES 7
_ _ — — — — — — PROVIDE A MIX OF AND DETAILS FOR O
ALL PLANTERS TO HAVE A ■ 0 , — — — — — — — — — — — — — — _ — — — — — — — DIFFERENT SIZES OF INSTALLATION
SHOVEL EDGE TO PROVIDE A ■ — — — — — — — — — — — — — BASALT BOULDERS ALONG TOP OF a ~
DISTINCT SEPARATION BETWEEN - — — — — — — — — — — — THE EDGE OF THE BSM
LANDSCAPE TYPES \ SLOPE
a
0 , \ \ ♦ 3. 6" FREE BOARD
/ - - - - - - - - - - - - - � \ 1 Ilr:::: �1 � Mq 100 YEAR SWAGE Q III III III 1� [■I
BIOS-WALE MEDIA (NO TREES - III-IIIIIII -� IIIIIIII I- �■■�
SHRUBS OR BOULDERS WITHIN S40 25 YEAR SWALE C S�
A
THE BIO-SOIL MEDIA (WIDTH I I I F(�q �`P III 1 J I o o ■�
/ /_ � 1-2%
8 VARIES), ' I I I o o I:II 11 FSJ 11 �I 0 0 8 I+I
I I II I II1II I HYDRO-SEEDED LAWN MIX ON QI
4 I + + p I I I PROVIDE A MIX OF DIFFERENT I.=IIIIIIIIIIIIIII= =III = III-III-IIIIIIIII I-1 SLOPES AND BOTTOM, COORDINATE
L2.1 SIZES OF BASALT BOULDERS �/ I i I FLAT I ` = —III=III=III= I III—III— I1IIII I I WITH A.C.H.D. BIO-SWALE STANDARDS a
ALONG THE EDGE OF THE I I —1 I— = o _ V o o to U� III of o FOR TYPE AND LOCATION
BIO-SWALE / � � I CONTRACTOR TO INSTALL � � �`J�`J`J`J �" ��' �_�111—III IIL"L" �j
I� I - 0 1 0 PLANT MATERIAL PER
MONITORING WELLS
I I + 24" DEPTH OF SANDY LOAM SOILS ON SLOPES
I O DETAILS, SHEET L2.0 �j
I I I 1-2% 1 AND BOTTOM OF SWALE - PER A.C.H.D
NO TREES WITHIN 10'' I II I I 3: 1 SLOP STANDARDS.
PLACE BOULDERS AND RIVER BIORETENTION SOIL MIX BSM 70-90%' SAND
9 BOTTOM ELEV. I � ' ROCK AROUND THE DRAIN I I (BSM) (NO TREES, 9
2537.9 �\ � I � � SMALL ACCENT PLANTINGS 0-30% SILT
SHRUBS OR BOULDERS WITHIN THE BSM
1 PIPE I ( KEEP CLEAR OF THE BIO 2-15% CLAY
I AREA (WIDTH VARIES). REFER TO A.C.H.D. RETENTION SOIL MIX (BSM)
8202.12 BMP 14 BIORETENTION SOILS.
\ - — — — — — — — — — — — — — — — — — — j SODDED LAWN MIX GROWN IN
60% SAND SAND MEDIA PER A.C.H.D NOTE: REFER TO CIVIL Z
LARGER ACCENT (BASALT OR \� \\\ // / 20% SANDY LOAM (SILT, SAND, CLAY) STANDARDS IF AVAILABLE. CONSTRUCTION PLANS SHEETS
SANDSTONE) BOULDERS IN \ 20% COMPOST (NOTE L2.0) FOR SECTION AND SWALES
THE PLANTER AREAS AS
SHOWN 0 O �� � � _ - - - - - - - - - - - - - — - - - - — � �� / - DETAILS
0 � � � Q
\ � - - - - - -
BIORETENTION SOIL MIX (BSM) (NO TREES, O +
10 SHRUBS OR BOULDERS WITHIN THE BSM + + + del PI NOTE: PER A.C.H.D. BSM (1310-RETENTION SOIL MIX) STANDARDS, THE 10
AREA (WIDTH VARIES). REFER TO A.C.H.D. CONTRACTOR SHALL PROVIDE AN ANALYSIS AND SAMPLE OF THE BSM TO W
8202.12 BMP 14 BIORETENTION SOILS. THE OWNER AND A.C.H.D. ENGINEERS FOR REVIEW AND ACCEPTANCE PRIOR
60% SAND 4' & 6' SOLID FENCE TO ANY CONSTRUCTION.
BOO RETENTION
20% SANDY LOAM (SILT, SAND, CLAY) SOILL MEDIA (BSM) (SEE FENCING PLANS) 2 3
20% COMPOST L21 L2.1 DRAWN BY:
SODDED LAWN MIX GROWN IN SAND MEDIA JAG
PER A.C.H.D STANDARDS IF AVAILABLE. TOP OF POND HYDRO-SEEDED LAWN MIX ON
(NOTE L2.0) NOTE: LANDSCAPE SYMBOLS ARE DEPICTED FOR 6" FREEBOARD SLOPES AND BOTTOM, COORDINATE CHECKED BY:
11 GRAPHIC REPRESENTATION ONLY, SEE LANDSCAPE PLANS TREES MUST BE WITH A.C.H.D. 610-SWALE JDR
FOR TYPES AND LOCATIONS OF LANDSCAPE MATERIALS OUTSIDE SWALE STANDARDS FOR TYPE AND 11
LOCATION
PROJECT NUMBER
SHEET:
TYPICAL DRAINAGE POND ENLARGEMENT TYPICAL PLANTING DETAIL IN DRAINAGE POND oil
SCALE: P=10'-,a" N.T.S.
12 12 j2o
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9 25/201SIRRIGATION DESIGN BUILD SPECIFICATIONS
•�'•�4 S C PQ$$ �
••
DATE:
g-25-201g
PART 1 GENERAL PART 2 PRODUCTS
2 PART 3 EXECUTION 2
1.1 SUMMARY: 2.1 MATERIALS: 3.1 PREPARATION: a)
A. Includes, but not limited to furnishing and installing sprinkler system complete with accessories A. Pi e and i e fittin s± A. Desi n s stem for available PSI and GPM, size mainline i e so as not to exceed 5 FPS. Ln O U
p pip g g y pip > o o y a
necessary for proper function. Route piping to avoid plants and structures and. Review layout requirements with existing Q � M 6 ai
Cn
B. Coordinate head location with plant material (new and existing). Irrigation heads to take priority I. Pipe for pressure lines (mainlines) shall be Schedule 40 PVC. Pipe for lateral lines shall be Class utilities and respective trades. Lawn areas and shrub zones shall not be mixes on the same 00 °N' .N 'o
over plant material. 200 PVC. Pipe for drip zones shall be minimum 100 PSI Polyethylene (PE). Pipe shall be circuit. Gear heads and pop-up heads shall not be on same zones. All shrub planting > o N -0 M ki
C. Coordinate all irrigation work with existing utilities and respective trades. continuous) and permanently marked with manufacturer's name, size, weight, type, and working beds shall be Irrigated with Netafim tubing. Northern and eastern exposed areas shall not `E2 "? v
y p y g yp g g g p m Ln
D. Irrigation system to connect to Existing Pressurized Irrigation System with no cross connection to pressure. be on the same zones as southern and western exposed areas. o .N � @j
domestic water supply. 2. Fittings shall be Schedule 40 PVC. B. Coordinate location of sleeves, under paving, with existing utilities and respective o 0 o a c=�,
1.2 GUARANTEE: 3. Sleeving shall be Glass 200 PVC. trades. Q
3 4. Solvent Cement for Joining PVC Piping: ASTM D 2564. Include Primer according to ASTM C. Space all heads so as not to exceed g0 r, of manufacturer's performance charts maximum 3 fly U v
F 656 spacing. Space Netafim tubing in parallel lines not more than 24" apart. i4 a
A. All components of installed sprinkler system shall be guaranteed for one (1) year from date of a v
acceptance by Owner. c�
B. Sprinkler heads and nozzles:
B. Fill and repair depressions and replacing plantings due to settlement of irrigation trenches.
C. Any repair or replacement of the sprinkler system during the guarantee period shall be without any 1. Small Lawn Areas± Hunter Pro-Spray PROS-4 with Hunter Pro-Spray nozzles. " ►ai
additional cost to the owner. p y p y 3.2 PERFORMANCE: a
2. Large Lawn Area± Hunter PGP heads or Hunter 1-20 heads. O -0
3. 411 heads shall include a triple swing assembly. Horizontal nipple (parallel to side of lateral lines)
LU
1.3 QUALITY ASSURANCE: shall be a minimum of 6" long. All other nipples on swing assembly shall be of length required for A. trenching and backfilling (PVC pipe): q m
proper installation of heads. A minimum of 12" (maximum of 18") of Swing Riser Pipe and Swing Riser M
Q
A. Work and materials shall be in accordance with the latest rules, regulations, and other applicable Fittings shall be on all pop-up spray heads. 1. Over-excavate trenches 2" and bring back to proper depth by filling with sand or fine, QJ 0a
g pp g p p- p p y a
state and local laws. Nothing in the Contract Documents is to be construed to permit work not 4. Shrub Areas± Netafim Techline CV tubing, to GPI-1/12" Dripperline or Equal Hunter Dripperline. See rock free soils. Do not cut roots , r existing plants larger than 2 . �r� a �,
conforming to these codes. Contractor shall obtain and pay for any and all permits and fees manufacturer for the proper dripline in relation to existing soils. 2. Cover pipe with 2" sand or fine, rock free soil. m
4 required for this work 3. Backfill remaining portion of trench with rock free excavated trenching material and 4 ��
compact to 90io. KV +_-1
B. Perform work with personnel experienced in the work required in this section under the direction of p J �
a skilled foreman. C. Valves: _
C. Contractor shall furnish all components, labor, tools, and equipment as necessary for the proper B. Grades and Draining: Gi 4.,
execution and completion of all irrigation work I. Circuit valves± Hunter ICV series, sized as not to lose more than 4 PSI through valve. O
D. During construction, protect materials from damage and prolonged exposure to sunlight. 2. Manual shut-off valves± brass gate, size same as mainline, non-rising stem. Place in 6" PVC I. Install manual drain valves on each end of main line. Provide 1 cu. ft. drain rock below cn p
class 200 sleeve (length as required to be flush with finish grade) with valve box and cover. each drain valve.
3. Manual drain valves± brass, 1/2" gate or ball. Place in 2" PVC class 200 sleeve (length as 2. Slope pipe under paving and walks to drain outside these areas. REVISIONS:
1.4 SUBSTITUTIONS: required to be flush with finish grade) with locking valve marker.
A. An requested substitutions shall be in writing, submitted to the Owner, giving reason for 3. Drip zones: pressure regulating valve (size as required per manufacture's C. Pipe Installation:
y q g� g g
substitution and specifications of requested substituted product which meet or exceed recommendations). I. Install pipe in a manner to provide for expansion and contraction as recommended by the
5 specified one. D. Filter: manufacturer. 5
2. Install mainline with a minimum of 16" of cover and lateral lines with a minimum of 12" of cover
1.5 SUBMITTALS: 1. Netafim Disk Filter± 100 mesh screen, size as required for manufacturer's recommendations, based on finish grade.
3. Install sleeves under walks and/or paved areas with a minimum of IS" of cover based on
A. Prepare an accurate record drawing, as installation proceeds, to be submitted prior to final E. Controller: finish grade of base material. Extend all sleeves a minimum of 6" beyond walks, curbs, and/or
inspection. Record drawings to show, by dimension, all components. paving.
B. Final payment for sprinkler system will not be authorized until accurate and complete record 1. Hunter ACC-99D 2 wire Decoder System Controller, station number as required, coordinate 4. Cut pipe square and remove burrs at cut ends prior to installation. Make solvent weld
drawings are submitted. with manufacturer's recommendations. joints per manufacturer's recommendations. Do not use an excessive amount of solvent to
2. Control wire shall be OF-UL listed annealed copper conductor direct burial. Minimum size± cause an obstruction to form inside the pipe.
14 gauge. Control wire placed next to mainline± provide a 10"-12" expansion coil at 100' 5. Use Teflon tape on all threaded connections. Apply per manufacturer's recommendations.
1.6 WARRANTY intervals and at corners. Splices at valves shall be with UL listed waterproof wire connectors.
No splices shall be permitted between valve boxes and controller.
6 A. Standard one year guarantee stipulated in shall include- D. Heads: 6
1.Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches. 1. Locate pop-up sprinkler heads no closer than 2" from walk or back of curbs in lawn
2.Adjusting system to supply proper coverage of areas to receive water. areas. O
3.Ensuring system can be adequately drained. 2. Flush all lines prior to installation of heads.
3. Set all heads perpendicular to and flush with finish grade.
4. Install Netafim tubing 4" below surface of planting beds, after completion of planting
I1 MAINTENANCE: and fine grading. Pin with (o" wire pins at a maximum of 4' O.C. Install so all tubing is
looped, space lines at 24" O.G. with PVC headers, and provide drain valve for each drip
zone.
A. Submit manufacturer's operation and maintenance manuals, to include manufacturer's parts catalog, I"I
for each head type, valves, and controller. E. Control valves and Controller:
7 B. Provide operation and maintenance instruction to the Owner for proper operation, maintenance, and 7
length of watering time each valve is required to be open for proper watering of area covered I. Controller: Wall mounted in pump house or Pedestal mounted in the field, install per O
throughout the watering season. manufacturer's recommendations. Location per Owner's requirements.
C. At the beginning of the first winter - drain, blow out, and make any required adjustments to the 2. Install control valves in Ametek or Brook plastic valve boxes, size as required for easy
system, to insure complete winterization. access and maintenance. Provide snap top plastic covers. Top of valve box to be flush
with finish grade and place 1/2 cu. ft. of drain rock in boxes below valves. Install filter and
Pressure Regulating Valve on Netafim tubing zone(s) per manufacturer's recommendation. �■■�
1.8 EXTRA STOCK: 3. Provide 1 extra control wire to each end of mainline.
A. Provide owner with the following extra stock �■■�
items±
3.3 FIELD LEST:
1. One valve key for shut-off and drain
8 valves. �O A. Prior to backfilling, fill mainline with water and pressure test to 100 PSI. Mainline shall 8 a
2. One valve marker keys. o not lose more than 15 PSI in 15 minutes. Pressure test to be approved by Owner or
3. One head of each type. I Owner's representative. 04
Hunter B. Perform water coverage test by irrigation industry approved method to insure uniform
0 0 0 0 0 0 0 0 0 0 0 0 00 precipitation rate. Perform coverage test for each type of lateral circuit, i.e. one
0 O Automatic each for lawn rotors, lawn pop-ups. Coverage test to be approved by Owner or
sprinkler controller (PLACE IN HUNTER PEDESTAL) Owner's representative.
20 Finish Grade 3.4 ADJUSTMENTS:
3
O
3 approved electrical conduit 1/2" UL a A. Adjust all heads to be flush and perpendicular with finish grade. Adjust all heads
9
rin nut d and Junction box for 120V AC electrical power and or nozzles for distance and arc per field conditions and so water does not H
�
spray on any building, parts of buildings, walks, or paving. W
9 O PVC schedule 40 control wire conduit (size as 9 �■1
d) required) 3.5 CLEAN UP:
Q
OPVC sweep ell (depth as required) A. Immediately clean up and properly dispose of off site any debris created from
sprinkler installation operation.
�® T
O Control wires to electric valves Z
OExterior surface for mounting of sprinkler
controller
nform to
local (l electrical
l work must codes. Referto product literature for a
10 additional installation requirements. 10
5
This drawing is provided for reference only. DRAWN BY:
Individual project requirements and local JAG
may dictate differences in installation CERTIFIED LANDSCAPE TECHNICIAN (CLT) CERTIFICATION WILL BE TAKEN INTO
procedures that are not identified here. CONSIDERATION AS PART OF THE CONDITIONS WHEN AWARDING THIS CONTRACT.
CHECKED BY:
CONTACT ANN BATES "1-800-46 69 2-4� FOR INFORMATION ON THE CLT CERTIFICATION
11 IRRIGATION CONTROLLER 11 JDR
1 No SCALE PROJECT NUMBER
SEE SHEETS L3.1 FOR TYPICAL -
IRRIGATION INSTALLATION DETAILS SHEET:
12 12 L3e0
A B C D E F G H I J K L M N 0 P
A B C D E F G H I J K L M N O P
STA:Ni'*E OF
• 5�����D Ror,,FINISH GRADE AMETEK OR APPROVED
VALVE BOX W/ LID SPRAT' HEAD 3" IN LAWN AREAS
LA- 16827
FINISH GRADE 3" IN SHRUB BEDS 9/25/2019
FINISH GRADEj9 �.`
FINISH GRADE N�ScN�,,.•
IIIIIIIIIII II111111= =III=III CONTROL III= III=IIII III=III
� =III ROCK FREE BACKFILL —III VALVE UNION III—III I —III= a DATE:9-25-2019
"
III=1 I I I I=1 11 2 1 I I I I II I I I I I 1 I 1 _ LATERAL LINE COILED
CURB, 2
ROCK FREE BACKFILL WIRE MOW STRIP
2" OF SAND OR FINE SOIL TO HEADS WALK OR u
AROUND ALL PIPE ❑ ❑ Iltz E Q
LATERAL LINE SUPPORT BRICK
F N FIN I TAPE CONTROLLER WIRES Q u o 6 o
2 O SAD OR E SOIL 4 REQUIRED LOCK rn N
� SWING JOINT rn " �
TO MAINLINE a 1O' O.C. FITTINGS oo N o
AROUND ALL PIPE
DRAIN ROCK SWING JOINT o �i -0 m u
MAINLINE (1 CU. Ft.) '/z' FLEX TUBING aj
m —V) �'
(12" MIN.) o .N oo _
* GLUE ALL PIPE 4 FITTINGS PER MANUF. RECOMMENDATIONS 3" SAND OR�� (18" MAX.) oN m oN V i
* GLUE ALL PIPE 4 FITTINGS PER MANUF. RECOMMENDATIONS FINE SOIL MAINLINE W/ CONTROL WIRES
3 TAPED TOGETHER a Im' 0.C. AND
PLACED UNDER MAINLINE LATERAL LINE 3
TRENCH SECTION DETAIL
NO SCALE TRENCH SECTION DETAIL v a
1
NO SCALE 3 REMOTE CONTROL VALVE (4)
POP—UP SPRAY HEAD
NO SCALE NO SCALE � � aj
Q �
0wmmm q aj
�
_� ca
a,
4 AMETEK OR APPROVED 4 a =
FINISH GRADE VALVE BOX W/ LID
FINISH GRADE 8 ROUND a
LOCKING VALVE COVER
GEAR ROTOR HEAD
3" f CONC. SIDEWALK '
FINISH GRADE FINISH GRADE �
_ IIII 11I IIIII I 1 III=III III= REVISIONS:
IIII I I1 i i IIII I I 1 I I1 11= =1 11 a =1 11
III—III II—III— a a —III— — _ i L
5 III= 2" PVC SLEEVE IIII IIII QUICK COUPLING VALVE 5
LENGTH AS REQUIRED
CURB, 30" #4 REBAR III= SWING JOINT FITTINGS GALV. NIPPLE
WALK OR AT END OF SLEEVE. 3 SCH. 40 PVC ELLS (LENGTH AS REQUIRED)
3/4" SCH. 40 PVC MOW STRIP MAINLINE OR TOP TO BE FLUSH
ELL, 3 REQUIRED LATERAL WITH SURFACE 6" DIA. PVC SLEEVE W/ CAP DRAIN ROCK
LENGTH AS REQUIRED _< 1 CU. FT.
SWING JOINT
NIPPLE, LENGTH 3" NIPPLE 1/2" BRASS j —SWING JOINT NIPPLE
MANUAL DRAIN VALVE ROCK-FREE BACK FILL SCH. Sm PVC (LENGTH
AS REQUIRED AS REQUIRED)
DRAIN ROCK 3" EXISTING MAINLINE
#4 REBAR - 30" LENGTH
6 LATERAL (I CU. FT.) CAP END OF STUB-OUT 3" BRASS MANUAL SHUT-OFF VALVE MAINLINE CLAMPED TO RISER IN 6
LATERAL LINE TWO PLACES W/ SS SCREW CLAMPS
FITTING
MAINLINE STUB—OUT Q QUICK COUPLING VALVE O
GEAR ROTOR HEAD MANUAL DRAIN VALVE �+ NO SCALE
5 NO SCALE � NO SCALE
7 NO SCALE
A
7 7 z
O
FINISH GRADE MULCH �■■�
OF TOPSOIL FINISH GRADE AMETEK OR APPROVED
NOTE: VALVE BOX W/ LID
CONTRACTOR TO VERIFY INTEGRITY OF
SLEEVE PRIOR TO FINAL PAVING
4" MIN, 1 I—IIIIIIIIIIII
DEPTH I—I III—1=1 11 1=1 =1 1=1 CONTROL
III-
8 Ca �� II- " III— VALVE UNIONS PRESSURE REGULATING VALVE 8
FINISH GRADE 12 -III 12 16
FINISH GRADE () GONG. CURB III—
OF PLANTING MIX � � BARK MULCH 1/2° NETAFIM TECHLINE DRIP TUBING OF TOPSOIL 8 GUTTER III COILED
I1/z" NETAFIM PRV15m45V2K 04
_ — ��z" RAM TUBING WIRE
wZ CURB, WALK OR ASPHALT ° TO NETAFIM
WALL —_ PAVING ❑ ❑ TECHLINE DRIP TUBING
III—III ° PIN MAX. 4' O.C.
30" 04 REBAR III=III d a SUPPORT BRICK OR CONC.
At END OF SLEEVE. a ° a DRIP TUBING INSTALLATION BLOCK 4 REQUIRED
—III ZW
1 I I =III ° TOP TO BE FLUSH = �C
o� 11 NO SCALE DRAIN ROCK
=1 1 11 WITH TOP BACK OF o Sao a �� o (I CU. FT.) W
CURB ELEVATION. �a �C' �� 1�1
STEEL PIN —III— REMOVE REBAR o�� �C 9
/� o ROCK-FREE 3" SAND OR MAINLINE NETAFIM DISC FILTER
a 41O.C. MAX. UPON EXCAVATION X< BACKFILL FINE SOIL
AlV NETAFIM DFIOO-120 MESH
1/2" FLEX TUBING FOR USE. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ W/ CONTROL WIRES
/ / / / / / / / / / / / / / / / / / / TAPEDaIO O.G.
LATERAL LINE REMOTE CONTROL VALVE FOR DRIP QI Z
TAPE OVER END OF CLASS 2OO PVC SLEEVING NO SCALE
SLEEVING SLEEVE W/ DUCT TAPE UNDER PAVEMENT
10 PLANTER DRIP TUBING 10 ~
9 � SLEEVING INSTALLATION
NO SCALE
NO SCALE
DRAWN BY:
JAG
CHECKED BY:
11 IRRIGATION DESIGN BUILD DETAILS
11 JDR
SEE SHEETS L3.0 FOR PROJECT NUMBER
IRRIGATION DESIGN SHEET:
BUILD SPECFICATIONS
12 12 L3*1
A B C D E F G H I J K L M N 0 P