2025-0910 - Hideaway Park - Bid Set.pdf
PDF 22 MB Posted
- Solicitation number
- 2026-01
- Issued by
- Gilpin County, Colorado
About this file
These documents are construction drawings and specifications for the Hideaway Park Improvements project located in Winter Park, Colorado, prepared by Kimley-Horn and Associates, Inc. The project involves comprehensive renovations to Hideaway Park, including a new playground with two distinct play areas: a senior mountain area for ages 5-12 and a junior bear area for ages 2-5. The playground design features a complex mountain-themed structure with multiple play elements such as slides, climbing structures, rope nets, transfer steps, and integrated architectural features like a "Moffat Tunnel" climber. The project also includes landscape improvements, irrigation systems, fencing, hardscaping, and playground surfacing.
The documents provide detailed technical specifications for materials, installation procedures, and design parameters. The playground equipment will be manufactured by Earthscape, with a maximum equipment height of 32'-7" for the senior area and 10'-4" for the junior area. The project includes specific requirements for surfacing, fall zones, accessibility features, and safety considerations. The landscape plan incorporates native plant species like Limber Pine, Quaking Aspen, and various shrubs and grasses, with detailed planting and maintenance instructions. The irrigation system will use Rain Bird components, and the hardscaping will include custom stone columns, concrete edging, and site furnishings like benches and bike racks. The documents are marked "For Review Only" and "Not for Construction", indicating they are preliminary design documents.
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| File | Type | Posted |
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| Construction Bid Language.docx | DOCX document |
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Text version
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*ALL EARTHSCAPES SHEETS PE1-PE11 ARE SHOWN FOR
INFORMATIONAL PURPOSES ONLY TO ASSIST WITH BIDDING
AND ARE NOT FOR CONSTRUCTION. FOR FURTHER DETAILS
AND INSTALLATION INSTRUCTIONS FOR PLAYGROUND
EQUIPMENT, CONTRACTORS TO REACH OUT TO EARTHSCAPES
DIRECTLY WITH QUESTIONS AND FOR UPDATED CONSTRUCTION
DOCUMENTS.
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30" TALL
BOULDER
60" TALL
BOULDER
30" TALL
BOULDER
28" TALL
BOULDER
PLANTER W
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CONCRETE BOX
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RUBBER MATTING
PLAYGROUND
EQUIPMENT
PLAYGROUND
EQUIPMENT
STORM DRAIN
GRATE: 8785.20
PLAYGROUND SPRING
EQUIPMENT
SAND
RUBBER
MATTING
RUBBER
MATTING
SLIDE POST
SLIDE POST
IRR
IRR
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BALL 16" DIA
BALL 16" DIAIRR
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UNK 4"
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POLE
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8785 87
878387
18.8'
36.8'
18.8'
36.7'
38.4'
.5'
38.4'
.4'
11.4' 6.4'
7.3'
6.4'
11.4'
55.4'
30.0'
55.4'
LEGEND
LIMIT OF CONSTRUCTION
RIGHT OF WAY
EX STORM SEWER LINE
EX COMMUNICATION LINE
EX WATER LINE
EX ELECTRICAL LINE
DEMO FEATURE / AREA TO BE REMOVED
EX FENCE SECTION TO BE REMOVED
TREE PROTECTION FENCE
EX TREE TO BE REMOVED
C
E
PROPERTY LINE
EX MAJOR CONTOUR
EX MINOR CONTOUR
G EX GAS LINE
EX SANITARY SEWER LINE
SOD LAWN AND LANDSCAPE
BEDS TO BE REMOVED
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NOT FOR
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CONSTRUCTION
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EX. CONCRETE PAD
PROTECT IN PLACE
TREE PROTECTION
FENCE, TYP.
ROCK-LINED
PLANTING BED TO
BE REMOVED
CONCRETE MOW
BAND TO BE
REMOVED
EXISTING WOOD
FENCE TO BE
REMOVED (95 LF)
(4) EX. BOULDERS
TO BE REMOVED
AND SALVAGED
EX. CONCRETE PAD
AND FLAGPOLE
PROTECT IN PLACE
(4) EX. CONCRETE
COLUMNS WITH
STONE VENEER TO
BE REMOVED, TYP.
(2) EX. CONCRETE
COLUMNS WITH
STONE VENEER TO
BE REMOVED, TYP.
EX. WOOD FENCE
TO BE REMOVED
(32 LF)
EX. CONCRETE
CURB PROTECT IN
PLACE
(2) EX. CONCRETE
COLUMNS WITH
STONE VENEER TO
BE REMOVED, TYP.
EX. ELECTRONIC
SIGN PROTECT IN
PLACE
EX. ELECTRIC BOX
AND UTILITY
PANELS PROTECT
IN PLACE, TYP.
EX. CONCRETE
CURB TO BE
PROTECTED IN
PLACE
EX. STONE
ENTRANCE ARCH
AND LANDSCAPE
BOULDERS
PROTECT IN PLACE
EX. CONCRETE PAVING
PROTECT IN PLACE
EX. SHELTER PROTECT
IN PLACE
EX. CONCRETE WALLS WITH STONE
CAPS TO BE REMOVED, TYP.
EX. PLAYGROUND EQUIPMENT
TO BE REMOVED, TYP.
EX. POURED IN PLACE
PLAYGROUND SURFACING
TO BE REMOVED, TYP.
EX. RESTROOM PROTECT IN
PLACE
EX. SHELTER PROTECT IN
PLACE
EX. FIRE PIT AND SEATING
AREA PROTECT IN PLACE
EX. CONCRETE RETAINING
WALL PROTECT IN PLACE
EX. TENT SHELTER
WITH (2) STONE
VENEER COLUMNS
PROTECT IN PLACE
EX. CLIMBING WALL
PROTECT IN PLACE
EX. POURED IN PLACE
PLAYGROUND
SURFACING TO BE
REMOVED, TYP.
EX. SLIDE PROTECT IN
PLACE
EX. CONCRETE WALL
WITH STONE CAP
PROTECT IN PLACE
EX. CONCRETE PAVING
TO BE REMOVED, TYP.
(3) EX. SANDSTONE
BOULDERS TO BE
PROTECTED IN PLACE, TYP.
EX. CONCRETE
SIDEWALK PROTECT IN
PLACE
EX. WOOD FENCE
TO BE REMOVED
(40 LF)
(4) EX. STONE VENEER
COLUMNS TO BE
REMOVED, TYP.
NOTES:
1. REMOVE EXISTING CONCRETE AT CLOSEST EXISTING JOINT, WHERE
FEASIBLE. COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT PRIOR
TO REMOVAL.
2. REVIEW THE LIMITS OF THE LANDSCAPE REMOVAL IN THE FIELD WITH
OWNER AND LANDSCAPE ARCHITECT. CONTRACTOR TO STAKE, FLAG,
AND/OR PAINT LANDSCAPE ELEMENT AND SOD AREAS TO BE REMOVED FOR
APPROVAL BEFORE DEMOLITION BEGINS.
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SOD LAWN TO BE
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PLACE
NORTH
SOD LAWN AND
LANDSCAPE BEDS
TO BE REMOVED
RENDEZVOUS WAY
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EXISTING TREE TO
REMAIN
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LEGEND
LIMIT OF CONSTRUCTION
RIGHT OF WAY
EX STORM SEWER LINE
EX COMMUNICATION LINE
EX WATER LINE
EX ELECTRICAL LINE
DEMO FEATURE / AREA TO BE REMOVED
EX FENCE SECTION TO BE REMOVED
TREE PROTECTION FENCE
EX TREE TO BE REMOVED
C
E
PROPERTY LINE
EX MAJOR CONTOUR
EX MINOR CONTOUR
G EX GAS LINE
EX SANITARY SEWER LINE
SOD LAWN AND LANDSCAPE
BEDS TO BE REMOVED
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EX. SKATE PARK
FENCE TO BE
REMOVED (378 LF)
EX. UPRIGHT SHADE
POSTS TO BE
REMOVED, SET
SHADE SAIL ASIDE
FOR FUTURE USE
NOTES:
1. REMOVE EXISTING CONCRETE AT CLOSEST EXISTING JOINT, WHERE
FEASIBLE. COORDINATE WITH OWNER AND LANDSCAPE ARCHITECT PRIOR
TO REMOVAL.
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POLE
FLAG
POLE
HH
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CO
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18.8'
36.8'
18.8'
36.7'
38.4'
.5'
38.4'
.4'
11.4' 6.4'
7.3'
6.4'
11.4'
55.4'
30.0'
55.4'
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26 - PS
23 - BG
1 - PT
10 - KF
29 - PG
1 - PM
9 - PL2
5 - JC
10 - KF
31 - PG
7 - JC
1 - PM
9 - PL2
9 - RG
15 - PG
3 - KF
21 - PS
5 - MP
1 - PT
72 - PS
29 - BG
10 - MP
22 - RC
16 - RC
9 - MP
56 - PS
1 - PT
44 - BG
3 - SI
15 - RG
28 - AU2
2 - PPF
16 - RC
2 - PT
1 - PL
6 - PL2
SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT. SIZE / CAL WIDTH HEIGHT CODE REQ.
DECIDUOUS TREES
PM 2 PRUNUS VIRGINIANA MELANOCARPA
WESTERN CHOKECHERRY B & B 1.5" CAL MIN 10`-20` 15`-20`
PT 5 POPULUS TREMULOIDES
QUAKING ASPEN B & B 1.5" CAL MIN 20`-30` 40`-60`
EVERGREEN TREES
PL 1 PINUS FLEXILIS
LIMBER PINE B & B 6` HT. 15`-25` 30'-70'
PPF 2 PICEA PUNGENS `FASTIGIATA`
COLUMNAR COLORADO SPRUCE B & B 8`-10` HT 8`-10` 20`-25`
ORNAMENTAL TREES
SI 3 SYRINGA RETICULATA 'IVORY SILK'
IVORY SILK JAPANESE TREE LILAC B & B 2" CAL MIN 15`-20` 25`-30`
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE/WTR USE SPACING WIDTH HEIGHT CODE REQ.
DECIDUOUS SHRUBS
PG 75 POTENTILLA FRUTICOSA 'GOLD STAR'
GOLD STAR BUSH CINQUEFOIL 5 GAL SEE PLAN 2`-3` 1`-2` N/A
PL2 24 PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE`
LITTLE SPIRE RUSSIAN SAGE 5 GAL SEE PLAN 1`-2` 1`-2` N/A
RC 54 ROSA `CHAMPLAIN`
CHAMPLAIN ROSE 5 GAL SEE PLAN 2`-4` 3`-4` N/A
RG 24 RHUS AROMATICA 'GRO-LOW'
GRO-LOW FRAGRANT SUMAC 5 GAL SEE PLAN 6`-8` 2`-3` N/A
EVERGREEN SHRUBS
AU2 28 ARCTOSTAPHYLOS UVA-URSI
KINNIKINNICK 5 GAL SEE PLAN 2`-4` 4`-6` N/A
JC 12 JUNIPERUS CHINENSIS 'ARMSTRONGII'
ARMSTRONG JUNIPER 5 GAL SEE PLAN 3`-5` 3`-5`
MP 24 PINUS MUGO 'COMPACTA'
DWARF MUGO PINE 5 GAL SEE PLAN 4`-8` 3`-5` SCREEN/WALL/TRASH
GRASSES
BG 96 BOUTELOUA GRACILIS `BLONDE AMBITION`
BLONDE AMBITION BLUE GRAMA 5 GAL SEE PLAN 2`-3` 2`-3` N/A
KF 23 CALAMAGROSTIS X ACUTIFLORA
FEATHER REED GRASS 5 GAL SEE PLAN 2`-3` 4`-6` SCREEN
PERENNIALS
PS 175 PENSTEMON PINIFOLIUS 'P019S'
STEPPESUNS® SUNSET GLOW PENSTEMON 1 GAL SEE PLAN 12"-15" 6"-12"
SYMBOL CODE QTY BOTANICAL / COMMON NAME TYPE INSTALL RATE WEED FABRIC MFR.
GROUND COVERS
ROCK 1,601 SF 1-1/2" SADDLEBACK SWIRL ROCK MULCH 4" YES C&C SAND
SOD 4,105 SF POA PRATENSIS
KENTUCKY BLUEGRASS (IRRIGATED) SOD
WOOD 1,443 SF SHREDDED WOOD MULCH
ENGINEERED WOOD FIBER MULCH MULCH
PLANT SCHEDULE
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FOR REVIEW ONLY
NOT FOR
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CONSTRUCTION
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FOR REVIEW ONLY
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Kimley-Horn and Associates, Inc.
CONSTRUCTION
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A. SCOPE OF WORK
1. THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS AND AS SPECIFIED
HEREIN.
2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF
ACCEPTANCE BY THE OWNER.
B. PROTECTION OF EXISTING STRUCTURES
1. ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE
SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP) DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION
ACTIVITIES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTENANCE OF TRAFFIC (MOT) THAT MAY BE REQUIRED FOR THE
PROJECT.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR;
REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION.
C. PROTECTION OF EXISTING PLANT MATERIALS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF FOUR HUNDRED DOLLARS ($400) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND
TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER.
2. SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE.
D. MATERIALS
1. GENERAL
MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER.
UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE.
MATERIAL SAMPLE SIZE
MULCH ONE (1) CUBIC FOOT
TOPSOIL MIX ONE (1) CUBIC FOOT
PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)
2. PLANT MATERIALS
a. FURNISH NURSERY-GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVAR, STEM FORM, SHEARING, AND OTHER FEATURES INDICATED IN PLANT SCHEDULE SHOWN ON DRAWINGS AND COMPLYING WITH ANSI Z60.1 AND THE COLORADO NURSERY ACT; AND WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT.
b. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE.
c. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT LANDSCAPE ARCHITECT. ANY
ROW TREES MUST BE APPROVED BY OFFICE OF THE CITY FORESTER.
d. PROVIDE PLANTS OF SIZES, GRADES, AND BALL OR CONTAINER SIZES COMPLYING WITH ANSI Z60.1 AND COLORADO NURSERY ACT FOR TYPES AND FORM OF PLANTS REQUIRED. PLANTS OF A LARGER SIZE MAY BE USED IF ACCEPTABLE TO PROJECT LANDSCAPE ARCHITECT WITH A PROPORTIONATE INCREASE IN SIZE OF ROOTS OR BALLS.
e. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR
AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE.
f. TREES WITH DAMAGED, CROOKED, OR MULTIPLE LEADERS; TIGHT VERTICAL BRANCHES WHERE BARK IS SQUEEZED BETWEEN TWO BRANCHES OR BETWEEN BRANCH AND TRUNK ("INCLUDED BARK"); CROSSING TRUNKS; CUT-OFF LIMBS MORE THAN 34 INCH (19 MM) IN DIAMETER; OR WITH STEM GIRDLING ROOTS WILL BE REJECTED.
g. FURNISH TREES AND SHRUBS WITH ROOTS BALLS MEASURED FROM TOP OF ROOT BALL, WHICH SHALL BEGIN AT ROOT FLARE ACCORDING TO ANSI Z60.1 AND COLORADO NURSERY ACT. ROOT FLARE SHALL BE VISIBLE BEFORE PLANTING.
h. LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. INCLUDE NOMENCLATURE FOR HYBRID, VARIETY, OR CULTIVAR, IF APPLICABLE FOR THE PLANT AS SHOWN ON DRAWINGS.
i. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS SHOWN ON DRAWINGS, SELECT STOCK FOR UNIFORM
HEIGHT AND SPREAD, AND NUMBER THE LABELS TO ASSURE SYMMETRY IN PLANTING.
E. SOIL MIXTURE
1. CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW:
2. SOIL MIXTURE SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO
PLANT INSTALLATION OPERATIONS COMMENCE.
a. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT OPENINGS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER, HAVE A PH BETWEEN 5.5 AND 8.0, AND SOLUBLE SALTS LESS THAN 3.0 MMHOS/CM. SUBMIT SOIL SAMPLE AND PH TESTING RESULTS FOR APPROVAL.
b. SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND.
3. TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT TO DISCUSS ALTERNATE
RECOMMENDATION PRIOR TO PLANTING.
F. WATER
1. WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES
OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER.
* WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
G. FERTILIZER
1. CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE
NATURALLY-DERIVED.
* FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
H. MULCH
1. MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES CLEAR MULCH FROM EACH PLANT'S CROWN (BASE) OR AS SHOWN IN PLANTING DETAILS.
MULCH SHALL BE DOUBLE SHREDDED HARDWOOD MULCH. DYED MULCH IS NOT ACCEPTABLE. SUBMIT SAMPLES TO PROJECT LANDSCAPE ARCHITECT FOR APPROVAL. MULCH SHALL BE PROVIDED OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE RING (6' MINIMUM) PLANTED UNDER THIS CONTRACT, AS WELL AS FOR ANY
EXISTING LANDSCAPE AREAS AS SHOWN ON PLANS.
I. DIGGING AND HANDLING
1. ALL TREES SPECIFIED SHALL BE BALLED AND BURLAPPED (B&B) UNLESS OTHERWISE APPROVED BY PROJECT LANDSCAPE
ARCHITECT.
2. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT.
TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE
TRANSPIRATIONAL WATER LOSS.
3. B&B, AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED
IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS.
J. CONTAINER GROWN STOCK
1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A
HEALTHY GROWING CONDITION.
2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL
NOT BE HANDLED BY THEIR STEMS.
3. ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED.
K. MATERIALS LIST
1. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR.
QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE PLANS SHALL GOVERN. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE.
L. FINE GRADING
1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT
HAVE BEEN DISTURBED DURING CONSTRUCTION.
2. THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL
FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH.
3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S
PLANS FOR FINAL GRADES, IF APPLICABLE.
M. PLANTING PROCEDURES
1. THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY.
ALL MORTAR, CEMENT, BUILDING MATERIALS, AND TOXIC MATERIAL SHALL BE COMPLETELY REMOVED FROM PLANTING AREAS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS IN PLANTING AREAS WHICH WILL ADVERSELY AFFECT THE PLANT GROWTH, THE CONTRACTOR SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE
MEASURES THE RESPONSIBILITY OF THE CONTRACTOR.
2. VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL COLORADO (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE.
IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION
PLANTING DETAIL.
4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT
PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE.
5. COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN ACCEPTED HORTICULTURAL
PRACTICES AS USED IN THE TRADE SHALL BE EXERCISED.
6. WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS.
7. ALL PLANTING OPENINGS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH ANSI Z60.1-2014 AMERICAN
STANDARD FOR NURSERY STOCK.
8. TEST ALL TREE OPENINGS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR
DRAINAGE CONDITION" PLANTING DETAIL.
9. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES
AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMEN.
10. PRIOR TO EXCAVATION OF TREE OPENINGS, AN AREA EQUAL TO TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE
ROTO-TILLED TO A DEPTH EQUAL TO THE DEPTH OF THE ROOT BALL.
11. EXCAVATION OF TREE OPENINGS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES.
12. IN CONTINUOUS SHRUB AND GROUND COVER BEDS, THE ROTO-TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF ONE FOOT BEYOND THE DIAMETER OF A SINGLE ROOT BALL. THE BED SHALL BE TILLED TO A DEPTH EQUAL TO THE ROOT BALL
DEPTH PLUS 6".
13. TREE OPENINGS FOR WELL DRAINED SOILS SHALL BE DUG SO THAT THE BOTTOM OF THE ROOT BALL WILL REST ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL WILL BE FLUSH WITH FINISH GRADE. IN POORLY DRAINED SOILS THE TREE OPENING SHALL BE DUG SO THAT THE ROOT BALL RESTS ON UNDISTURBED SOIL AND THE TOP OF THE ROOT BALL IS 1" ABOVE FINISH GRADE. PLANT PIT WALLS SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION.
14. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING
TREES.
15. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION 'E'.
16. TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING).
17. AMEND PINE AND OAK PLANT OPENINGS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT OPENINGS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION.
18. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH
FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE.
19. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP
SHALL BE PULLED FROM UNDERNEATH.
20. TREES SHALL BE PRUNED, IN ACCORDANCE WITH ANSI A-300, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN
CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST.
21. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOWN ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER
INSTALLATION.
22. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED
UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY.
23. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S RECOMMENDATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS
ALLOWED BY JURISDICTIONAL AUTHORITY)
N. LAWN SODDING
1. THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE
OWNER.
2. ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE.
3. PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET
PREPARED AREA THOROUGHLY.
4. SODDING
a. THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN
THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE.
b. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS.
ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN.
FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY.
5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE
STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE.
6. LAWN MAINTENANCE
a. WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE
ACCOMPLISHED AS IN THE ORIGINAL WORK, INCLUDING REGRADING IF NECESSARY.
b. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S
JURISDICTIONAL AUTHORITY.
O. EDGING
a. CONTRACTOR SHALL INSTALL 4"X1
8" ROLLED TOP STEEL EDGING BETWEEN ALL SOD/SEED AREAS AND PLANTING BEDS.
P. CLEANUP
1. UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM CONTRACTORS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE.
Q. PLANT MATERIAL MAINTENANCE
1. ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, PRUNING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S
REPRESENTATIVE.
R. FINAL INSPECTION AND ACCEPTANCE OF WORK
1. FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED.
S. WARRANTY
1. THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT
THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE.
2. ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED
AT NO ADDITIONAL COST TO THE OWNER.
3. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH.
NOTES:
1. LANDSCAPE IMPROVMENTS AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF OWNER, AND/ OR THEIR ASSIGNS.
2. ALL STREET TREES AND STREETSCAPE IMPROVEMENTS LOCATED IN THE ROW WILL BE MAINTAINED BY THE ABUTTING.
PROPERTY OWNER.
GENERAL LANDSCAPE SPECIFICATIONS
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TREE PLANTING
SECTION / PLAN
PLAN
SECTION
MULCH/TOPSOIL BACKFILL
ROOTBALL AND TRUNK
TREE STABILIZATION AND
FERTILIZATION SYSTEM
NOTES:
A. FINAL TREE STAKING DETAILS AND PLACEMENT TO
BE APPROVED BY OWNER.
B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING
THAT COULD GIRDLE TREE OR RESTRICT ROOT
GROWTH) ON UPPER 1/3 OF ROOTBALL.
C. PRUNE ALL TREES IN ACCORDANCE WITH ANSI
A-300.
2X ROOTBALL WIDTH MIN.
6"
12" TYP.
TRUNK/ROOT BALL TO BE CENTERED AND
PLUMB/LEVEL IN PLANTING PIT.
6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2
3" MINIMUM MULCH AS SPECIFIED. ALL TREES MUST
HAVE A MULCH RING AT 6' DIAMETER (MIN.) OR AS
DIRECTED BY OWNER'S REPRESENTATIVE.
4" HIGH BERM, FIRMLY COMPACTED.4
ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
FINISHED GRADE. (SEE GRADING PLAN)6
TOP OF ROOTBALL MIN. 1" ABOVE FINISHED
GRADE.
PREPARED PLANTING SOIL AS SPECIFIED.8
TOP OF ROOTBALL SHALL BE 1" ABOVE
FINISHED GRADE. ROOTBALLS GREATER
THAN 24" DIAMETER SHALL BE PLACED ON
MOUND OF UNDISTURBED SOIL TO PREVENT
SETTLING. ROOTBALLS SMALLER THAN 24" IN
DIAMETER MAY SIT ON COMPACTED EARTH.
UNDISTURBED NATIVE SOIL.10
SCARIFY BOTTOM AND SIDES OF PLANTING
PIT.
NTS
L-
EVENLY SPREAD
TOPSOIL 4" DEEP
SUB SOIL
8"
PROVIDE POSITIVE
DRAINAGE
AMEND SOIL PER SOIL
AMENDMENTS NOTES
RIP
SUB SOIL
12" DEEP
SOIL PREP
NTS
NOTES:
1. TOPSOIL TO CONSIST OF DARK, LIGHT LOAM SOIL FREE OF ROCKS, ROOTS, AND FOREIGN MATERIALS.
2. THE FERTILIZER APPLICATION SHOULD BE DELAYED IF PLANTING DOES NOT OCCUR WITHIN 2-3 DAYS
OF FERTILIZING
3. COMPOST TO CONSIST OF 1 YEAR OLD ORGANIC MATERIAL AND SHOULD NOT INCLUDE CHICKEN
MANURE.
4. FROZEN MATERIALS OR MATERIALS GREATER THAN 1" DIA. SHOULD BE REMOVED.
5. REFER TO SPECS FOR COMPLETE SOIL PREPARATION REQUIREMENTS.
6. THE ROTO-TILLED PERIMETER SHOULD EXTEND TO A DISTANCE OF 1 FOOT BEYOND THE DIAMETER OF
A SINGLE ROOT BALL.
296-173-000-35
MAINTAIN 12" DEAD ZONE
AT BED EDGE.
REFER TO PLANT
SCHEDULE FOR SPACING.
BEST FACE OF SHRUB/
GROUNDCOVER TO FACE
FRONT OF PLANTING BED.
X X
NOTES:
A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING AREAS PRIOR TO INSTALLATION.
B. WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT.
C. ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY PROJECT
LANDSCAPE ARCHITECT.
4" TY
P.
2X ROOT BALL WIDTH
MINIMUM
'X'
SHRUB/GROUNDCOVER PLANTING
SECTION / PLAN NTS
PLAN
SECTION
TOP OF ROOTBALLS TO
BE PLANTED AT GRADE OR SLIGHTLY
ABOVE SURROUNDING SOIL. 2" DIA.
CLEAR OF MULCH AT TRUNK FLARE.
PRUNE ALL SHRUBS TO
ACHIEVE A UNIFORM
MASS/HEIGHT.
3" MULCH LAYER AS
SPECIFIED.
EXCAVATE ENTIRE BED
SPECIFIED FOR GROUNDCOVER
BED.
FOR CONDITIONS WITH FINISHED
GRADE OF 4:1 MAX SLOPE ON ALL
SIDES (SEE GRADING PLAN).
PREPARED PLANTING SOIL AS
SPECIFIED. (SEE LANDSCAPE
NOTES) NOTE: WHEN GROUND-
COVERS AND SHRUBS USED IN
MASSES, ENTIRE BED TO BE
AMENDED WITH PLANTING SOIL
MIX AS SPECIFIED.
SCARIFY PLANT OPENING
SIDES AND BOTTOM.
4" HIGH BERM FIRMLY
COMPACTED.
UNDISTURBED NATIVE SOIL.9
FERTILIZER TABLETS (MAX 3"
DEEP)
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8785 87
878387
18.8'
36.8'
18.8'
36.7'
38.4'
.5'
38.4'
.4'
11.4' 6.4'
7.3'
6.4'
11.4'
55.4'
30.0'
55.4'
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13.31 1"
6.52 1"
9.583 1"
1"
1"
1"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD R-VAN18 1806-S-P45
TURF ROTARY, 13FT.-18FT. 45-270 DEGREES AND 360 DEGREES. HAND
ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN.
POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE
REGULATOR. 1/2IN. NPT FEMALE THREADED INLET.
10 45
RAIN BIRD RWS-M-B-C W/ RWS-SOCK 1400 SERIES
MINI ROOT WATERING SYSTEM WITH 4IN. DIAMETER X 18IN. LONG WITH
LOCKING GRATE, SEMI-RIGID MESH TUBE AND RAIN BIRD 1401 0.25 GPM
OR 1402 0.5 GPM BUBBLER AS INDICATED. WITH CHECK VALVE, AND
SAND SOCK FOR SANDY SOIL.
26 30
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD XCZ-100-PRB-COM
WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1IN.
BALL VALVE WITH 1IN. PESB VALVE AND 1IN. PRESSURE REGULATING
40PSI QUICK-CHECK BASKET FILTER. 5 GPM-20 GPM.
AREA TO RECEIVE DRIP EMITTERS
RAIN BIRD XBCV-PC
SINGLE OUTLET, PRESSURE COMPENSATING DRIP EMITTERS. FLOW
RATES OF 0.5 GPH=BLUE, 1.0 GPH=BLACK, AND 2.0 GPH=RED. COMES
WITH A SELF-PIERCING BARB INLET X BARB OUTLET. WITH CHECK VALVE.
4,352 SF
Emitter Notes:
10PC emitters (1 assigned to each 1 GAL plant) 130
10PC emitters (1 assigned to each 3 GAL plant)
10PC emitters (2 assigned to each 5 GAL plant) 664
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PEB-IVM
1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY
INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY, GLOBE
CONFIGURATION.
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL TRANSITION PIPE SIZES
1" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING
3/4" IN SIZE.
486.9 LF
IRRIGATION MAINLINE: PVC SCHEDULE 40 90.8 LF
18 18
18 ADJ 18 F
1401 1402
Valve Number
Valve Size
Valve Flow
Valve Callout
IRRIGATION SCHEDULE
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CONSTRUCTION
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NOTES:
- THIS IS AN EXISTING IRRIGATION SYSTEM THAT WILL BE RETROFITTED, MODIFIED AND/OR
EXPANDED TO FIT THE PROPOSED DESIGN.
- THE DRAWINGS HAVE BEEN DESIGNED AND SHOWN TO BEST REPRESENT THE NEEDS OF
THE NEW LAYOUT AS BEST AS POSSIBLE WITH THE INFORMATION KNOWN AND COLLECTED.
WITHOUT HAVING AS-BUILTS FOR THE EXISTING SYSTEM, THE CONTRACTOR IS TO OBSERVE
THE SYSTEM AND RETROFIT AS DESIGNED AND AS NEEDED.
- IT IS ASSUMED THAT THE EXISTING POINT OF CONNECTION, CLOCK, BACKFLOW, MASTER
VALVE, FLOW SENSOR AND RAIN GAUGE WILL ALL BE USED FROM THE EXISTING SYSTEM
AND WILL NOT NEED TO BE REPLACED OR DUPLICATED. IF ANY OF THESES ARE NOT
PRESENT, NOT IN PROPER WORKING ORDER OR DON'T HAVE THE CAPACITY FOR THE
ADDITIONAL SYSTEM REQUIREMENTS, THE CONTRACTOR IS TO CONTACT THE
OWNER/LANDSCAPE ARCHITECT IMMEDIATELY FOR DIRECTION.
- IT IS THE CONTRACTORS RESPONSIBILITY TO:
- LOCATE EXISTING MAINLINES, LATERALS, SPRAYERS AND DRIP SYSTEM
-TAP INTO AND ADD THE APPROPRIATE ZONES AS SHOWN ON THE PLANS
- PERFORM A PRESSURE AND FLOW TEST TO ENSURE THE PROPOSED DESIGN
WILL FUNCTION AND PROVIDE ADEQUATE COVERAGE AS DESIGNED. IF THE
FLOW OR PRESSURE IS NOT ADEQUATE, THE CONTRACTOR IS TO NOTIFY THE
OWNER/LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO CONSTRUCTIONS
FOR MODIFIED DRAWINGS.
- ENSURE THAT ALL ADDITIONAL ZONES THROUGHOUT THE PARK ARE ALSO
PART OF THE EXISTING IRRIGATION SYSTEM CONTINUE TO BE FULLY
OPERATIONAL.
- ALL TRENCHING, MAINLINES, AND VALVES ARE INSPECTED BY THE OWNER
AND REPRESENTATIVE PRIOR TO BACKFILLING.
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CONSTRUCTION
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GENERAL IRRIGATION SPECIFICATIONS AND NOTES
1. THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF
CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN.
2. THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE
LANDSCAPE ARCHITECT.
3. ALL CONSTRUCTION SHALL CONFORM TO TOWN, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR
SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS.
4. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND
STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY.
5. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 PSI HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE.
REFER TO CRITICAL ANALYSIS FOR ASSUMED STATIC PRESSURE.
6. CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO
CONSTRUCTION.
7. IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE OWNER'S
REPRESENTATIVE.
8. CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT
MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION.
9. CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE
RECEIVING FINAL PAYMENT.
10. IRRIGATION CONTRACTOR TO COORDINATE POWER SUPPLY TO ELECTRIC CONTROLLERS WITH ELECTRICAL CONTRACTOR.
11. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION.
12. IRRIGATION LATERAL LINES, MAIN LINES AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY LINES ON THIS PLAN, ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE.
13. LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED.
ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED.
12. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED.
13. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER.
14. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
15. CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER.
16. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES.
17. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT
ZONE OF ANY TREE.
18. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE
SLEEVES. SEE SLEEVING DETAIL.
19. ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED
WITHIN A SEPARATE, SMALLER CONDUIT.
20. SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION.
21. NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION.
22. THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES:
"CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE.
23. ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN VALVE BOXES.
24. ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS.
25. LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0"
FROM THE EDGE OF PAVEMENT OR CURB.
26. IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL
MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE.
27. ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND DRIP INDICATOR.
28. IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE)
29. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE.
30. LOCATE THE AUTOMATIC RAIN / FREEZE SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION
CONTROLLER.
31. CONTRACTOR SHALL PERFORM HYDRO-TESTING OF MAIN LINES.
HYDRO-TESTING TO BE PERFORMED AS LISTED:
THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. PRIOR TO BACKFILLING, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION.
CONTRACTOR SHALL MAKE ANY NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS
SATISFIED THAT THE SYSTEM IS REASONABLY SOUND.
32. ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS.
33. ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 14" ELECTRICAL CONDUIT.
34. CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO
INDIVIDUAL HEADS.
35. ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE
CONTRACTOR.
36. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED.
REMOTE CONTROL VALVE
SECTION NTS
BRICK SUPPORTS,
(1 EACH SIDE - 2 TOTAL).
SCHEDULE 60 NIPPLES,
VALVE INLET SIZE (TYP.)
REMOTE CONTROL
VALVE AS SPECIFIED.
TURF
PVC MAIN LINE.
2" WIRE CLOTH
GOPHER SCREEN,
WRAP UP SIDES.
PVC CONDUIT FOR
CONTROLLER WIRES.
SET BOX 2" ABOVE
GRADE AT SHRUBS.
SET BOX FLUSH TO
GRADE AT TURF.
WATER PROOF WIRE CONNECTORS ON
30" LOOPED WIRES.
NDS RECTANGULAR BOX WITH 6"
EXTENSIONS AS REQUIRED.
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I-300
FINISH GRADE/TOP OF MULCH
ROOT WATERING SYSTEM: RAIN BIRD RWS
SWING ASSEMBLY (INCLUDED)
1/2" (1,3 CM) MALE NPT INLET (INCLUDED)
PVC SCH 40 TEE OR EL
PVC OR POLYETHYLENE LATERAL PIPE
OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS
4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET
WEAVE CANISTER (INCLUDED)
PLANT ROOT BALL
NOTES:
1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE
BETWEEN CANOPY EDGE AND TREE TRUNK.
2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE.
3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS:
RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE
RWS-B-1401: 0.25 GPM (0,95 L/M)
RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY
RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE
RWS-B-1402: 0.5 GPM (1,9 L/M)
RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE
4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION
AND ROOT PENETRATION.
5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.
6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS.
ROOT WATERING SYSTEM NTS
296-173-000-05
I-300
DRIP EMITTER AT 1/4" TUBING
3" = 1'-0"
DRIP EMITTER.
1/4" TUBING STAKE.
1/4" DISTRIBUTION TUBING, 48" MAXIMUM LENGTH.
TOP OF MULCH ELEVATION.
INSERT FITTING BARB CONNECTION
OR INSERT BARBED TEE.
1/2" POLY DRIP TUBING.
ADDITIONAL EMITTER AND STAKE AT
INSERT BARBED TEE IN DRIP TUBING.
TIE-DOWN STAKE AT
INSERT.
296-173-000-06
10'
12" MIN 18" MIN 18" MIN 12" MIN
ALL PLASTIC PIPING TO BE SNAKED IN
TRENCHES AS SHOWN.
TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS
ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S INSTALLATION
SPECIFICATIONS.
120 VOLT IN CONDUIT
WIRING
MAIN SUPPLY
LATERAL
MAIN SUPPLY,
LATERAL, AND
WIRING
MAINLINE
WIRING
LATERAL
METAL DETECTABLE
MARKING TAPE
TYPICAL TRENCHING
SECTION NTS
ALL 120 VOLT WIRING IN CONDUIT
TO BE INSTALLED IN ACCORDANCE
WITH LOCAL CODE.
12" MIN12" MIN
I-300
DRIP ZONE VALVE KIT
SECTION / PLAN NTS
13 14
14 7
FINISH GRADE/TOP OF MULCH1
VALVE BOX WITH LOCKING COVER2
REMOTE CONTROL VALVE3
30-INCH LINEAR LENGTH OF WIRE, COILED4
WATERPROOF CONNECTION5
ID TAG6
PRESSURE REGULATING QUICK CHECK BASKET FILTER7
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8
PVC SCH 40 ELL9
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND
PVC SCH 40 ELL
PVC SCH 40 TEE OR ELL11
MAINLINE PIPE12
6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13
PVC SCH 80 NIPPLE, CLOSE14
PVC SCH 40 ELL15
PVC SCH 40 TEE16
LATERAL PIPE17
PVC SCH 40 FEMALE ADAPTOR18
1 2
I-300
TYPICAL QUICK COUPLER
SECTION NTS
NOTE:
FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE
INLET SIZE.
FINISHED GRADE/ TOP
OF MULCH
QUICK-COUPLING VALVE
VALVE BOX WITH COVER
PVC SCH 80 NIPPLE
6-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
BRICK (1 EACH CORNER) SUPPORT
PVC SCH 80 NIPPLE
PVC SCH 40 SWEEP ELL
PVC SCH 40 SWEEP ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
PVC SCH 40 ELL
STAINLESS STEEL GEAR
CLAMPS OR EQUIVALENT
SUPPORT SYSTEM
I-300
TYPICAL THRUST BLOCK
SECTION NTS
INSTALLATION NOTES:
1. ALL MAIN LINE TO BE INSTALLED ACCORDING AND
TESTED TO MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
2. ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON
THE TYPICAL TRENCHING DETAILS.
I-300
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Kimley-Horn and Associates, Inc.
CONSTRUCTION
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LATERAL PIPE
TYPICAL SPRAY / ROTAR HEAD
SECTION NTS
" M
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6" CLEAR
NOZZLES
FINISHED
GRADE/TOP
OF MULCH
1/2" FLEX PIPE, LENGTH AS NEEDED
SCH 40 SWEEP ELBOW
LATERAL TEE
POP-UP SPRAY SPRINKLER ON
RISER AS SPECIFIED PER
IRRIGATION SCHEDULE
I-301
TYPICAL SLEEVING
SECTION NTS
3'-0" MIN 3'-0" MIN
3' -0
" M
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CONCRETE CURB WHERE APPLICABLE
METALLIC DISC
END OF SLEEVE
SHARED SLEEVE, WHERE
APPLICABLE WITH
LATERALS & MAINLINE ONLY
ALL WIRING IS SEPARATE CONDUIT
END OF SLEEVE
I-301 SECTION NTS
6" MIN.
RAIN SENSOR - BUILDING MOUNT
EAVE OF BUILDING
RAIN SENSOR
FEMALE ADAPTOR
(SLIP X FIPT)
4 - INCH CLASS
200 PVC PIPE
SECURE WITH APPROVED
PIPE ANCHOR (1 OF 3)
45O EL (SLIP X SLIP) (1 OF 2)
90O EL (SLIP X SLIP)
WIRE TO IRRIGATION
CONTROLLER
I-301
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SLIDE POST
IRR
IRR
CO
CO
IRR
IRR
IRR
IRR
IRR
UTIL
UNK 4"
D
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IRR
IRR
HH
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IRR
IRR
HH
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HH
HH
HH
HH
VLT
E
HH
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VLT
HH
IRR
CO
CO CO
CO
UTIL
UNK 4"
D
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HH
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HH
E
HH
HH
HHHH
VLT
E
HH
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VLT
HH
CO
COST
ST
HH
C
PS-106
F-106 F-103
F-102
F-101 F-105
F-103 F-106
F-102 F-103
F-102
F-106
F-102
F-106F-102 F-106 F-103
F-103
F-102
F-102
F-106
F-103
F-102
F-102
F-102
F-103 F-106
PS-105
CODE DESCRIPTION DETAIL COMPANY PRODUCT HEIGHT
FENCE
3'-6" FT SKATE PARK FENCE (PICKETS - EMBEDDED POSTS) FORTRESS CUSTOM 3`-6"
4 FT PERIMETER FENCE (PICKETS) 1/H-400 FORTRESS 4 FT
4 FT PERIMETER FENCE (SUN-DIALS) 1/H-400 FORTRESS 4 FT
5 FT SKATE PARK FENCE (PICKETS - SURFACE MOUNTED) 2/H-400 FORTRESS 5 FT
5FT SKATE PARK FENCE (PICKETS - EMBEDDED POSTS) 2/H-400 FORTRESS 5 FT
MASONRY (STONE) COLUMNS 1/H-401 CUSTOM
6" X 6" STEEL SHADE STRUCTURE POSTS FORTRESS CUSTOM SURFACE MOUNT BASE 10 FT
DESCRIPTION DETAIL
F-101 F-102 F-103 F-104 F-105 F-106 F-107
REFERENCE NOTES SCHEDULE
5/H-401
R
Know what's below.
Call before you dig.
H
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FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
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NORTH
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F-100
FENCE MANUFACTURER:
ALL FENCE PARTS TO BE MANUFACTURED, ORDERED AND DELIVERED BY FORTRESS FENCE
PRODUCTS OR APPROVED EQUAL.
COLORADO REP FOR FORTRESS FENCE:
C. TODD SMITH AND JAMES SHAW
CSI,…
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