2022-46 LaMont Does Landscape and irrigation repair plans 9.12.2023.pdf
PDF 5 MB Posted
- Solicitation number
- IFB-24-18-PW (Rev 6.27)
- Issued by
- Boulder County, Lakewood City, Colorado
About this file
The document is a set of landscape and irrigation repair plans for LaMont Does Park, prepared by Munding Design, LLC for the City of Lafayette Parks, Recreation and Open Space department in Colorado. The plans, dated September 12, 2023, detail comprehensive landscape repair work including soil preparation, native seed installation, sod placement, mulching, tree and shrub planting, and irrigation system repairs across two plan sections (East and West). The project involves approximately 2,185 square feet of colored concrete work, with specific focus on preserving existing trees, installing new vegetation, and upgrading the park's irrigation infrastructure.
The plans include detailed technical specifications for tree and shrub planting, with precise instructions for root protection, planting techniques, and irrigation methods. The landscape repair plans incorporate native river rock cobble, native grass seed mixes, and strategic placement of new and existing trees and shrubs. The irrigation plan includes specific details for valve replacements, drip emitter placement, rotor heads, and pop-up spray indicators. The project emphasizes careful preservation of existing landscape elements while implementing comprehensive repairs and improvements to enhance the park's overall landscape and irrigation systems.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Q&A Document 2.pdf | ||
| LaMont Does Park Landscape Repair Addendum No. 3.DOCX | DOCX document | |
| 09-Payment Bond.docx | DOCX document | |
| 2022-46 LaMont Does Landscape Addendum No. 3.pdf | ||
| 05-Bid Bond.docx | DOCX document | |
| Pre-Bid Attendance Sign In.pdf | ||
| Q&A Document 1.pdf | ||
| 08-Performance Bond.docx | DOCX document | |
| IFB-24-18-PW Lamont Does Landscape Repair (Complete).pdf | ||
| 04 - Contractor_s Bid - Addendum.xlsx | XLSX spreadsheet | |
| 11-2021 Construction Contract - GENERAL CONDITIONS (TOC corrected Dec 2022).docx | DOCX document | |
| 04 - Contractor_s Bid 6.27.24.xlsx | XLSX spreadsheet | |
| 07-Construction Contract.docx | DOCX document |
Show all 13
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Text version
L aM on t D oe s P ar k
L an ds ca pe R ep ai r Pl an s
SHEET NUMBER:
DESIGNED BY:
SCALE:
CHECKED BY:
REVISIONS:
DRAWN BY:
DWG. NO.
DATE:
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Munding Design, LLC Irrigation Design and
Landscape Architecture 302 E. Geneseo St.
Lafayette, Colorado 80026 720-273-3884
KJM
KJM
KJM
September 12, 2023
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LaMont Does Park Landscape Repair Plans
Construction Drawings September 12, 2023
SHEET
INDEX
L1.0 LANDSCAPE NOTES, LEGEND AND PLANT LIST
L1.1 LANDSCAPE PLANS
L2.0 LANDSCAPE DETAILS
I1.1 IRRIGATION PLANS
I2.0 IRRIGATION DETAILS
VICINITY MAP
NOT TO SCALE
NORTH
OWNER: LANDSCAPE ARCHITECT:
Munding Design, LLC 302 E. Geneseo St.
Lafayette, Colorado 80026 Contact: Kurt Munding Phone: 720-273-3884 Email: kurt@mundingdesign.com
City of Lafayette Parks, Recreation and Open Space Lafayette, Colorado 80026 Contact: Dan Finn
LaMont Does Park on t D oe s P ar k
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Munding Design, LLC Irrigation Design and
Landscape Architecture 302 E. Geneseo St.
Lafayette, Colorado 80026 720-273-3884
KJM
KJM
KJM
September 12, 2023
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SITE NOTES
1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. ANY DEVIATION FROM THESE
PLANS MUST BE APPROVED BY OWNER PRIOR TO
CONSTRUCTION.
2. PRIOR TO EXCAVATION, UNDERGROUND UTILITIES MUST BE
FIELD VERIFIED.
3. OWNER SHALL APPROVE FINAL STAKING BY CONTRACTOR OF
ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION.
4. ADDITIONAL LAYOUT INFORMATION WILL BE PROVIDED TO THE
CONTRACTOR PRIOR TO CONSTRUCTION, AS NECESSARY.
OWNER WILL PROVIDE DIGITAL FILES OF THE SITE PLAN IN
AUTOCAD. ALLOW 72 HOURS AFTER REQUEST FOR DELIVERY
OF FILES.
TREE PROTECTION NOTES
1. CONTRACTOR SHALL TAKE SPECIAL CARE IN PROTECTING THE
ROOT ZONES OF ALL EXISTING TREES TO REMAIN. THE ROOT
ZONE SHALL BE ALL OF THE AREA UNDER THE CANOPY OF
EXISTING TREES TO REMAIN.
2. MAJOR ROOTS 2" AND LARGER THAN 2" SHALL BE PROTECTED
FROM DAMAGE DURING EXCAVATION. TO PROTECT HAND DIG
ALL EXCAVATIONS WITHIN THE ROOT ZONES OF EXISTING
TREES TO REMAIN AND WORK ABOUND ROOTS AS POSSIBLE
WITH SLEEVING AND EXCAVATIONS.
3. CONTRACTOR TO HIRE A PROFESSIONAL ARBORIST TO PRUNE
THE TREES TO REMAIN PRIOR TO CONSTRUCTION. ARBORIST
TO PROVIDE DETAILED PLANS TO OWNER FOR APPROVAL ON
HOW THEY WILL PRUNE THE TREES TO PROVIDE FOR MAXIMUM
PROTECTION FROM CONSTRUCTION ACTIVITIES. CROWNS
SHOULD BE THINNING PRUNED BEFORE START OF
CONSTRUCTION.
4. CONSTRUCTION COMPACTION TO ROOT ZONE SOIL CAN BE THE
MOST DEADLY FACTOR IN TREE PRESERVATION ATTEMPTS.
ANY CONSTRUCTION COMPLETED IN THE ”PROTECTIVE ROOT
ZONE” (PRZ) OF EACH TREE SPECIAL CARE SHALE BE TAKEN TO
PROTECT THE PRZ. CARE SHALL BE TAKEN TO KEEP
EQUIPMENT AND MATERIAL STORAGE OFF OPEN ROOT AREAS.
CONTRACTOR SHALL USE LIGHT DUTY EQUIPMENT WHEN
DOING CONSTRUCTION WITHIN THE PRZ OF EXISTING TREES TO
REMAIN.
5. CONTRACTOR TO PROTECT AND WATER ALL TREE ROOTS
AROUND EXISTING TREES TO REMAIN DURING DURATION OF
CONSTRUCTION.
6. CONTRACTOR TO PROTECT ALL TRUNKS AND LIMBS OF TREES
TO REMAIN DURING CONSTRUCTION. ANY DAMAGE TO TREES
DURING CONSTRUCTION WILL RESULT IN A $5,000 FINE.
AutoCAD SHX Text NATIVE RIVER ROCK COBBLE 1"-12" IN DIAMETER MINIMUM 4" DEEP SET OVER MURIFY GEOTEXTILE FABRIC.
AutoCAD SHX Text PLANTING BEDS 4" DEPTH SHREDDED WESTERN CEDAR WOOD MULCH ALSO KNOW AS GORILLA HAIR OVER MURIFY GEOTEXTILE FABRIC.
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LEGEND
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NEW PERENNIALS, SHRUBS AND GRASSES
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AutoCAD SHX Text BLUE GRAMA GRASS, BROADCAST AT 4 LBS/1,000 SF, HYRDOMULCH AT A RATE OF 2,500 LBS/ACRE.
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COMMON NAME
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%%UPLANT SCHEDULE
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%%UGRASSES:
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'KARL FORESTER FEATHER REED GRASS
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1 GAL.
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AutoCAD SHX Text Gleditsia triacanthos inermis 'Shademaster'
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BLUE MIST SPIREA
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CREEPING WESTERN SAND CHERRY
AutoCAD SHX Text Prunus besseyi 'Pawnee Buttes'
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Landscape Repair Plan-West2 Scale: 1"=30' aM on t D oe s P ar k
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Munding Design, LLC Irrigation Design and
Landscape Architecture 302 E. Geneseo St.
Lafayette, Colorado 80026 720-273-3884
KJM
KJM
KJM
September 12, 2023
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Landscape Repair Plan-East1 Scale: 1"=30'
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SSMH RIM=5200.16' 15" CLAY WEST INV=5182.7' 15" CLAY EAST INV=5182.6'
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MATCH LINE SEE SHEET L1.1 DETAIL 2
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AutoCAD SHX Text BLUE GRAMA NATIVE GRASS SEED TO BE PLANTED ALONG DISTURBED AREAS OF NEW CONCRETE WALK
AutoCAD SHX Text NATIVE RIVER ROCK COBBLE 1"-12" IN DIAMETER MINIMUM 4" DEEP SET OVER MURIFY GEOTEXTILE FABRIC.
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AutoCAD SHX Text NOTE: 1. TAPER IN GRADES ALONG EDGES OF ALL DISTURBED AREAS TAPER IN GRADES ALONG EDGES OF ALL DISTURBED AREAS AT A MINIMUM SLOPE OF 4:1 TO MAKE THE TRANSITION INTO EXISTING CONDITION GENTLE. 2. ALL AREAS TO RECEIVE SOD OR NAIVE SEED TO RECEIVE 3 ALL AREAS TO RECEIVE SOD OR NAIVE SEED TO RECEIVE 3 CY/1,000SF OF A1 ORGANICS PREMIUM COMPOST. TILL IN TO A MINIMUM DEPTH OF 9". FINE GRADE AND GET CITY APPROVAL PRIOR TO ANY SEEDING OR SODDING. 3. PROTECT ALL TREES AND REMAIN AND DO NOT DO ANY PROTECT ALL TREES AND REMAIN AND DO NOT DO ANY GRADING OR EARTH WORK WITHIN THE DRIP LINE OF TREES TO REMAIN.
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AutoCAD SHX Text NATIVE RIVER ROCK COBBLE 1"-12" IN DIAMETER MINIMUM 4" DEEP SET OVER MURIFY GEOTEXTILE FABRIC.
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AutoCAD SHX Text INSTALL 6'X6'X6' " 34" CRUSHED ROCK GRAVEL DRAINAGE SUMP IN THESE TWO LOW SPOTS. WRAP IN GEOTEXTILE FABRIC ON ALL SIDES. INSTALL 8" BELOW GRADE AND ENSURE ALL GRADE SLOPES TO SUMP AREA
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Munding Design, LLC Irrigation Design and
Landscape Architecture 302 E. Geneseo St.
Lafayette, Colorado 80026 720-273-3884
KJM
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KJM
September 12, 2023
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TREE PLANTING DETAIL1
NOT TO SCALE
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OF BALL
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24" EITHER SIDE
AutoCAD SHX Text REMOVE BOTTOM 1/3 OF WIRE BASKET. SET TREE IN PIT TO PROPER GRADE AND PLUMB. REMOVE REMAINING WIRE AND TWINE. IF PLASTIC OR TREATED BURLAP, REMOVE AS MUCH AS POSSIBLE AND BACKFILL. IF REGULAR BURLAP, BACKFILL 2/3 OF PIT. REMOVE 1/3 OF BURLAP AND COMPLETE BACKFILL.
AutoCAD SHX Text NOTE: SET ROOT BALL OF ALL TREES 4" ABOVE GRADE IN IRRIGATED AREAS AND AT GRADE TO 2" ABOVE GRADE IN NON-IRRIGATED AREAS. MODIFY IF SOIL CONDITIONS WARRANT. INSTALL A 5" HIGH BERM AROUND TREES TO CREATE A WATERING BASIN. BERM IS TEMPORARY IN IRRIGATED AREAS. REMOVE BERM AFTER TWO THOROUGH WATERINGS IN IRRIGATED AREAS AND MULCH
AutoCAD SHX Text GUYING SYSTEM: MIN. 6 FEET LONG HEAVY DUTY WOOD POST STAKES WITH 12 GAUGE GALVANIZED STEEL WIRE GUYS SECURED TO TREE WITH 1" CANVAS STRAP ABOVE FIRST BRANCH. WIRE TO BE TAUT BUT NOT OVER TIGHT. FLAG WIRE WITH 1/2" WHITE PVC PLASTIC PIPE. CONIFERS TO HAVE 2 STAKES FOR TREES 6 FEET AND LESS. 3 STAKES FOR TREES ABOVE 6 FEET. DECIDUOUS TREES TO HAVE 2 STAKES FOR TREES 2-1/2" CAL. ONE STAKE ALWAYS IN DIRECTION OF PREVAILING WINDS. REMOVE STAKES & GUYS AFTER 1 YEAR.
AutoCAD SHX Text WRAP TRUNK FROM GROUND LEVEL TO SECOND BRANCH WITH 4 INCH KRAFT TYPE TREE WRAP. SECURE ENDS WITH FLEXIBLE TAPE.
AutoCAD SHX Text PRUNE AS DIRECTED BY OWNER'S REPRESENTATIVE. DO NOT PRUNE OR DAMAGE CENTRAL LEADER.
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UNDISTURBED SOIL
AutoCAD SHX Text MULCH FLUSH WITH SOD AT EDGE. PROVIDE 30" MIN. RING FROM EDGE OF BARK TO EDGE OF MULCH
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DIG HOLE TWO TIMES THE SIZE OF THE ROOTBALL.
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DIG HOLE TWO TIMES THE SIZE OF THE ROOTBALL.
AutoCAD SHX Text PREPARED BACKFILL MIXTURE: 1. TWO PARTS NATIVE SOIL FROM PIT EXCAVATION. 2. ONE PART BIO COMP BY A-1 ORGANICS PER SPEC SECTION 32 91 13. 3. MATERIALS TO BE THOROUGHLY BLENDED.
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DECIDUOUS SHRUB
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EVERGREEN SHRUB
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SET SHRUB PLUMB.
AutoCAD SHX Text MULCH OVER MOUNDED BACKFILL. BUILD A 4" BERM AROUND SHRUB TO CREATE A WATERING BASIN IN NON- IRRIGATED AREAS ONLY.
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18" EITHER SIDE
AutoCAD SHX Text PREPARED BACKFILL MIXTURE: 1. TWO PARTS NATIVE SOIL FROM PIT EXCAVATION. 2. ONE PART BIO COMP BY A-1 ORGANICS PER SPEC SECTION 32 91 13. 3. MATERIALS TO BE THOROUGHLY BLENDED.
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PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT.
AutoCAD SHX Text PLACE SPREADING EVERGREEN SHRUBS PERPENDICULAR TO SLOPE OF GROUND. LEAVE ENOUGH SPACE UNDER BRANCHES FOR MULCH.
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MOUND BACKFILL UNDER ROOTBALL.
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REMOVE CONTAINER, SPLIT BOTTOM 1/2 OF BALL, SPREAD AND PLANT
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30" MIN.
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30" MIN.
OF BALL
2"
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A1
A
Irrigation Repair Plan-West2 Scale: 1"=30'
L aM on t D oe s P ar k
L an ds ca pe R ep ai r Pl an s
SHEET NUMBER:
DESIGNED BY:
SCALE:
CHECKED BY:
REVISIONS:
DRAWN BY:
DWG. NO.
DATE:
PR
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C
T:
SH
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C
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F L
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T T
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S, R
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A T
IO
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Munding Design, LLC Irrigation Design and
Landscape Architecture 302 E. Geneseo St.
Lafayette, Colorado 80026 720-273-3884
KJM
KJM
KJM
September 12, 2023
IR
R
IG
A
T
IO
N P
L A
N S
I1.1
Irrigation Repair Plan-East1 Scale: 1"=30'
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MATCH LINE SEE SHEET L1.1 DETAIL 2
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MATCH LINE SEE SHEET L1.1 DETAIL 1
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2-4" SLEEVES
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MATCH LINE SEE SHEET I1.1 DETAIL 2
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MATCH LINE SEE SHEET I1.1 DETAIL 1
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APPROXIMATE LOCATION OF EXISTING BACKFLOW PREVENTER TO STAY IN PLACE.
AutoCAD SHX Text ADJUST EXISTING IRRIGATION TO REMAIN IN THIS AREA AND ENSURE HEAD TO HEAD COVERAGE WITH NEW AND EXISTING IRRIGATION.
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING VALVE BOX AND WIRE. INSTALL NEW VALVE AND VALVE BOX FOR NEW LATERAL. INSTALL PER DETAIL
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APPROXIMATE LOCATION OF EXISTING MAINLINE
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BORE 2-4" SLEEVES
AutoCAD SHX Text APPROXIMATE LOCATION OF THREE EXISTING VALVES, WIRES AND VALVE BOXS. INSTALL NEW VALVE AND VALVE BOX FOR TWO NEW LATERALS. INSTALL PER DETAIL
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BORE 2-4" SLEEVES
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BORE 2-4" SLEEVES
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BORE 2-4" SLEEVES
AutoCAD SHX Text NOTE: COORDINATE ALL NEW VALVE NUMBERING WITH EXISTING CONTROLLER TO REMAIN IN PLACE
AutoCAD SHX Text HAND DIG ALL TRENCHES UNDER EXISTING TREE CANOPIES TO REMAIN. DO NOT DAMAGE ANY ROOTS OVER 2" THICK.
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2-4" SLEEVES
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING 1" VALVE, VALVE BOX AND WIRE. INSTALL NEW LATERALS AND HEADS AS SHOWN.
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING VALVE. ABANDON VALVE AND DISCONNECT LATERAL. ABANDON LATERAL AND HEADS
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING 1" VALVE, VALVE BOX AND WIRE TO REMAIN IN PLACE AND OPERATIONAL. IT FEEDS THE TURFGRASS ZONE IN THE POOL DECK AREA.
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING 1 1/2" VALVE, VALVE BOX AND WIRE. EXTEND 2" LATERAL FROM VALVE TO EXISTING LATERAL AND HEADS TO REMAIN TO THE WEST. TIE IN AND ADJUST HEADS AS NECESSARY TO ENSURE PROPER COVERAGE.
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SSMH RIM=5188.41' 15" CLAY WEST INV=5178.6' 15" CLAY EAST INV=5178.5'
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AREA DRAIN
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SSMH RIM=5188.41' 15" CLAY WEST INV=5178.6' 15" CLAY EAST INV=5178.5'
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AREA DRAIN
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SSMH RIM=5188.41' 15" CLAY WEST INV=5178.6' 15" CLAY EAST INV=5178.5'
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AREA DRAIN
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SSMH RIM=5188.41' 15" CLAY WEST INV=5178.6' 15" CLAY EAST INV=5178.5'
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AREA DRAIN
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MATCH LINE SEE SHEET L1.1 DETAIL 2
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MATCH LINE SEE SHEET L1.1 DETAIL 1
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MATCH LINE SEE SHEET I1.1 DETAIL 2
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MATCH LINE SEE SHEET I1.1 DETAIL 1
AutoCAD SHX Text ADJUST EXISTING IRRIGATION TO REMAIN IN THIS AREA AND ENSURE HEAD TO HEAD COVERAGE WITH NEW AND EXISTING IRRIGATION.
AutoCAD SHX Text REPAIR DAMAGE TO EXISTING IRRIGATION IN THIS AREA AND ENSURE HEAD TO HEAD COVERAGE
AutoCAD SHX Text APPROXIMATE LOCATION OF TWO EXISTING VALVES, WIRES AND VALVE BOXS. INSTALL NEW VALVES AND VALVE BOX FOR NEW LATERALS. INSTALL PER DETAIL
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BORE 2-4" SLEEVES
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING VALVES, WIRE AND VALVE BOX. INSTALL NEW DRIP VALVE AND VALVE BOX FOR NEW DRIP LATERAL. INSTALL PER DETAIL
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BORE 2-4" SLEEVES
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1. Irrigation system is designed to operate off of the existing pressure of the existing Irrigation system is designed to operate off of the existing pressure of the existing pressure of the existing irrigations system. Contractor to verify pressure PRIOR TO PRIOR TO INSTALLATION and notify OWNER of any differences. Design pressure at heads to be as and notify OWNER of any differences. Design pressure at heads to be as noted in legend. 2. No irrigation work to begin until final grade has been approved. No irrigation work to begin until final grade has been approved. 3. Locate all heads 6" min. from any wall, walk, or curb, and 12" min. from any curb Locate all heads 6" min. from any wall, walk, or curb, and 12" min. from any curb adjacent to parking stalls. 4. Bury all mainlines 24" underground to top of pipe. Bury all laterals 12"" underground to Bury all mainlines 24" underground to top of pipe. Bury all laterals 12"" underground to top of pipe. 5. Pipes in shared trenches are not allowed. Pipes in shared trenches are not allowed. 6. Brand all appropriate box lids with 1" minimum letters with the following abbreviations: Brand all appropriate box lids with 1" minimum letters with the following abbreviations: QC Quick Coupler GV Gate Valve SV# Section Valve & Corresponding Controller Station # FC Drip Flush Cap FC Drip Flush Cap Drip Flush Cap 7. All pipe under pavement to be sleeved in 4" minimum PVC class 200 extend 12" beyond All pipe under pavement to be sleeved in 4" minimum PVC class 200 extend 12" beyond each edge of pavement, sloped to drain. Install prior to paving. Sleeve wires separately in 4" min. pipe. 8. All valve wire is to be 14 gauge direct burial. All wire splices shall be done with 3M All valve wire is to be 14 gauge direct burial. All wire splices shall be done with 3M DBR/Y wire splices. 9. Plan has been prepared using limited on-site observation. Plan is diagrammatic and Plan has been prepared using limited on-site observation. Plan is diagrammatic and does not reflect all equipment, etc., that could be encountered during construction. All tie locations, mainline locations and lateral locations are approximate and shall require exact location by Contractor. 10. See sheet 12.0 for irrigation details. See sheet 12.0 for irrigation details. 11. Install drip rings around trees in native seed per detail 6 sheet I2.0.Install drip rings around trees in native seed per detail 6 sheet I2.0.
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IRRIGATION NOTES
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PRESSURE: 40 PSI RADIUS: 13-19 FEET
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MP ROTATOR SPRINKLER: HUNTER PROS-06-PRS40-CV MP2000 NOZZLE
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FLOW (GPM): Q - 0.40 H - 0.74 F - 1.47
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NEW CLASS 200 PVC SLEEVING, 4" SLEEVES UNLESS OTHERWISE NOTED
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(1-INCH SIZE UNLESS OTHERWISE INDICATED)
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NEW LATERAL PIPE: CLASS 200 PVC PIPE
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INDICATES CONTROLLER AND CONTROLLER STATION NUMBER
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INDICATES REMOTE CONTROL VALVE SIZE IN INCHES
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INDICATES LATERAL DISCHARGE IN GPM
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING VALVE BOX. INSTALL NEW RAINBIRD PESB VALVE AND VALVE BOX FOR NEW LATERAL. INSTALL PER DETAIL
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PRESSURE: 40 PSI RADIUS: 22-30 FEET
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MP ROTATOR SPRINKLER: HUNTER PROS-06-PRS40-CV MP3000 NOZZLE
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FLOW (GPM): Q - 0.86 H - 1.82 F - 3.64
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SYMBOL
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IRRIGATION LEGEND
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DESCRIPTION
AutoCAD SHX Text NOTE: USE 6" POP UP SPRAY OR ROTOR HEADS FOR TURF AREAS AND USE 12" PUP UP SPRAY OR ROTOR HEADS FOR NATIVE SEED AREAS
AutoCAD SHX Text Precip. rate (in/hr): 0.40
AutoCAD SHX Text Precip. rate (in/hr): 0.40
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EXISITNG BACKFLOW PREVENTER TO REMAIN IN PLACE
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EXISTING CONTROLLER TO REMAIN IN PLACE
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APPROXIMATE LOCATION OF EXISTING MAINLINE
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PRESSURE: 40 PSI RADIUS: 10-14 FEET
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MP ROTATOR SPRINKLER: HUNTER PROS-06-PRS40-CV MP1000 NOZZLE
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FLOW (GPM): Q - 0.19 H - 0.37 F - 0.75
AutoCAD SHX Text Precip. rate (in/hr): 0.40
AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING VALVE BOX. INSTALL NEW RAINBIRD 1" DRIP XCZ VALVE AND VALVE BOX FOR NEW LATERAL. INSTALL PER DETAIL
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DRIP FLUSH PLUG ASSEMBLY FOR POINT SOURCE DRIP AND INLINE DRIP
AutoCAD SHX Text EMITTER LATERAL PIPE: UV RADIATION RESISTANT POLYETHYLENE, 1" SIZE (ROUTING IS DIAGRAMMATIC)
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SCALE 1"=30'-O"
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SCALE 1"=30'-O"
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AutoCAD SHX Text on t D oe s P ar k
L an ds ca pe R ep ai r Pl an s
SHEET NUMBER:
DESIGNED BY:
SCALE:
CHECKED BY:
REVISIONS:
DRAWN BY:
DWG. NO.
DATE:
PR
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Munding Design, LLC Irrigation Design and
Landscape Architecture 302 E. Geneseo St.
Lafayette, Colorado 80026 720-273-3884
KJM
KJM
KJM
September 12, 2023
IR
R
IG
A
T
IO
N D
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A
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I2.0
DRIP EMITTER PLACEMENT7
NOT TO SCALESHRUB/TREE EMITTER PLACEMENT5 NOT TO SCALE
DRIP FLUSH VALVE8
NOT TO SCALE
DRIP VALVE DETAIL4 NOT TO SCALE
DRIP RINGS AT TREES IN NATIVE SEED6 NOT TO SCALE
POP-UP SPRAY
INDICATOR HEAD3 NOT TO SCALE
AUTOMATIC SECTION VALVE1 NOT TO SCALE
SIDE VIEW
ROTOR HEAD2 NOT TO SCALE
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1" DRIP POLY PIPE, INSTALLED 4"-6" BELOW FINISHED GRADE
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1/4" TUBING, 24" LENGTH MAX.
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1/4" BARB TRANSFER FITTING: EITHER XBF1CONN OR XBF3TEE
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SINGLE OUTLET EMITTER: SEE PLAN NOTES
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TUBING STAKE
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TOP OF MULCH
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TOP OF FINISHED GRADE
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MULCH LAYER (TYP.)
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MICRO-TUBING (TYP.)
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DRIP EMITTER, INSTALL PER DRIP EMITTER PLACEMENT DETAIL
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34" DRIP TUBING. INSTALL 4"-6" BELOW FINAL GRADE.
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DIFFUSER CAP: PC-DIFFUSER
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SHRUB OR TREE
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FINISH GRADE PRIOR
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TO MULCH
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GEOTEXTILE WRAP
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THREADED PVC
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END CAP &
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BELOW VALVE BOX
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EXTENSIONS
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4" LAYER OF DRAIN
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GRAVEL AVOVE &
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MALE ADAPTER
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TAPE FABRIC TO SIDE
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DRIP PIPE END
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OF VALVE BOX & PIPE
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W/ DUCT TAPE.
AutoCAD SHX Text CARSON BROOKS VALVE BOXES WITH STAINLESS STEEL BOLT-DOWN TOP W/ MATCHING LOCKING COVER BRAND COVER IN 1" MIN. LETTERS FP
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PVC SCH 80 NIPPLE, CLOSE (1 OF 3)
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PVC LATERAL
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3" MIN.
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3M DBR/Y WIRE SPLICE TYPICAL
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TOP OF MULCH
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FINISH GRADE
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PVC MAINLINE
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PVC SCH 40 MALE ADAPTER
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PVC SCH 80 UNION FOR
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SERVICING ASSEMBLY
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CONTROL ZONE KIT: RAIN BIRD PER LEGEND
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BRAND COVER IN 1" MIN LETTERS
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SV & STATION #
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JUMBO VALVE BOX
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EXISTING WIRE PATH
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12" MIN.
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PIPE COVER
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1" PVC LATERAL
AutoCAD SHX Text NOTES: : 1. 6" MINIMUM DEPTH OF COVER BELOW MULCH IN 6" MINIMUM DEPTH OF COVER BELOW MULCH IN PLANTING PITS. 2. 12" MIN. TRENCH DEPTH FOR DRIP LATERALS 12" MIN. TRENCH DEPTH FOR DRIP LATERALS BETWEEN PLANTINGS. DRIP LATERAL PIPE - SEE APPROVED MATERIALS LIST. (NO 1/4" DISTRIBUTION TUBING ALLOWED AT TREES!). 3. 2 RINGS OF DRIP PIPE TO CIRCLE EACH TREE 2 RINGS OF DRIP PIPE TO CIRCLE EACH TREE SHOWN TO RIGHT. STAKE SECURELY AND COVER WITH 6" MIN. DEPTH MULCH. 4. ALL FITTINGS TO BE SECURED WITH STAINLESS ALL FITTINGS TO BE SECURED WITH STAINLESS COMPRESSION TYPE FITTINGS, OR APPROVED EQUAL.
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FINISH GRADE
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DRIP LATERAL W/ TEE & RISER TO GRADE. TEE CONNECTION TO CIRCLE PER NOTES.
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NETAFIM INLINE DRIP TUBE.
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SOLID DRIP PIPE
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NETAFIM INLINE DRIP PIPE
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SOLID DRIP PIPE
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PVC LATERAL
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PVC TEE
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FUNNY PIPE
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6" POP-UP SPRAY HEAD
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FINISH GRADE
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FINISH GRADE/TOP OF MULCH
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REMOTE CONTROL VALVE: PER SPECIFICATIONS
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PVC SCH 40 ELL, THREADED
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PVC SCH 80 NIPPLE (LENGTH AS REQUIRED), THREADED
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BRICK (1 OF 4)
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MAINLINE PIPE
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SCHEDULE 40 PVC TEE
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PVC SCH 40 MALE ADAPTER, THREADED
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LATERAL PIPE
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3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
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BRAND COVER IN 1" MIN. LETTERS SV AND STATION #
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PVC BALL VALVE
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WRAP BOTTOM OF BOX IN GEOTEXTILE FABRIC
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PVC SCH 80 NIPPLE, THREADED
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PVC SCH 80 NIPPLE, THREADED
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3" MIN.
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3" MIN. CLR.
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HIGHLINE JUMBO VALVE BOX W/ EXTENSIONS AND LOCKING COVER
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PVC TEE OR ELL
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3. DO NOT USE MARLEX STREET ELLS.
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NOTES: 1. COMPACT BACKFILL TO DENSITY OF UNDISTURBED SOIL.
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EROSION NETTING AT EACH HEAD
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2. IN SEEDED AREAS PROVIDE A 4'x4' SQUARE OF
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LATERAL
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10" MIN. PVC NIPPLE
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PVC ELL
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STREET ELL
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8" MIN. PVC NIPPLE
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STREET ELL
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ROTOR HEAD
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FINISH GRADE
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LOWERED POSITION AFTER
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INSTALLATION POSITION
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SOD/SEED ESTABLISHMENT
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UNION
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3M DBY WATERPROOF CONNECTION TYP.
WIRE PATH
| Sheets and Views |
| 2022-46 LaMont Does Irrigation repair plans-I1.1 |
| 2022-46 LaMont Does Irrigation repair plans-I2.0 |
| ls.pdf |
| Sheets and Views |
| 2022-46 LaMont Does Landscape repair plans-TB |
| 2022-46 LaMont Does Landscape repair plans-L1.0 |
| 2022-46 LaMont Does Landscape repair plans-L1.1 |
| 2022-46 LaMont Does Landscape repair plans-L2.0 |
File details come from the government source that posted it. Updated .