HomeMy WebLinkAboutCHRISTIAN BROTHERS AUTOMOTIVE (CBA) REPAIR STORE - PDP - PDP150017 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS (3)TRACT A
12,737 SQ.FT.
0.292 ACRES
FOSSIL CREEK PARKWAY
LOT 1
LOT 2
TRACT A
TRACT A
SNEAD DRIVE
Scale 1" = 20'
0' 10' 20' 40'
LANDSCAPE CALCULATIONS
TOTAL FRONTAGE - COLLEGE AVE.: 117 LF
STREET TREES REQUIRED: 3-4 TREES (30'-40' O.C.)
STREET TREES PROVIDED: 3 TREES
TOTAL FRONTAGE - FOSSIL CREEK PKWY.: 452 LF
STREET TREES REQUIRED: 12-15 TREES (30'-40' O.C.)
STREET TREES PROVIDED: 12 TREES
TOTAL FRONTAGE - SNEAD DR.: 376 LF
STREET TREES REQUIRED: 10-13 TREES (30'-40' O.C.)
STREET TREES PROVIDED: 10 TREES
PARKING LOT PERIMETER
TREES REQUIRED - SNEAD DR.: 4 TREES (25' O.C., 90 LF)
TREES PROVIDED: 4 TREES
PARKING LOT INTERIOR
PARKING LOT AREA: 16,445 SF
LANDSCAPE AREA REQUIRED: 987 SF (6%)
LANDSCAPE AREA PROVIDED: 1,094 SF (6.7%)
TREES REQUIRED: 8 TREES (1 PER 150 SF OF LANDSCAPE AREA)
TREES PROVIDED: 8 TREES (INCLUDES FOUR EXISTING)
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS
NEAR ALL NEWLY-PLANTED TREES THAT ARE LOCATED
WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT
BARRIERS SHALL BE "CENTURY" OR "DEEP-ROOT" 24"
DEEP PANELS (OR EQUAL). BARRIERS SHALL BE
LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE.
INSTALL PANELS PER MANUFACTURER'S
RECOMMENDATIONS. UNDER NO CIRCUMSTANCES
SHALL THE CONTRACTOR USE ROOT BARRIERS OF A
TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL.
ROOT BARRIERS
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 4" THICK
LAYER OF 1"-2" CRUSHED GRAVEL MULCH (COLOR TO MATCH BUILDING) OVER
LANDSCAPE FABRIC IN ALL PLANTING AREAS. CONTRACTOR SHALL SUBMIT
SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR
APPROVAL PRIOR TO CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND
SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS
BEEN INSTALLED.
MULCHES
E 17725 N Katy Freeway, G Suite I 103 N Houston, E TX E 77094 R Phone: I 281.N 506.7119 G
Firm TBPE Registration No. F-12959 www.dacengineers.com
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PLANTING SPECIFICATIONS
HEDGE PLANTING AT PARKING AREA
E SCALE: NOT TO SCALE
DISTANCE PER PLAN
24" MIN. TO EDGE
OF MATURE CANOPY
1 2 3 4
1 CURB.
2 MULCH LAYER.
3 PLANT.
4 TURF (WHERE SHOWN ON PLAN).
STEEL EDGING
D SCALE: NOT TO SCALE
1 ROLLED-TOP STEEL EDGING PER PLANS.
2 TAPERED STEEL STAKES.
3 MULCH, TYPE AND DEPTH PER PLANS.
NOTES:
1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1" BELOW FINISH GRADE.
3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.
1
2
3
4
4 FINISH GRADE.
PLANT CENTER (TYP.)
EQUAL
NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT
WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND
FOR SPACING DISTANCE BETWEEN PLANTS.
AREA DIVIDER
PLANT SPACING TO DETERMINE NO. OF PLANTS
6" 0.25
8" 0.45
10" 0.69
12" 1
15" 1.56
18" 2.25
24" 4
30" 6.25
36" 9
EXAMPLE: PLANTS AT 18" O.C. IN 100 SF OF PLANTING AREA = 100/2.25 = 44 PLANTS
EQUAL
EQUAL
EDGE OF PLANTING AREA
EQUAL
PLANT SPACING
C SCALE: NTS
4
X
2X
3
2
1
5
6
7
4
1
2
TRACT A
12,737 SQ.FT.
0.292 ACRES
FOSSIL CREEK PARKWAY
LOT 1
LOT 2
TRACT A
TRACT A
SNEAD DRIVE
QC
F
QC
QC
QC
QC QC
QC
A21
A2 A3 A4
A5
A6
A7
A8
A9
A10
A11
A12
A13
A14
A15
A18 A17
A20 A19
A1
F
F
WS
A16
Scale 1" = 20'
0' 10' 20' 40'
E 17725 N Katy Freeway, G Suite I 103 N Houston, E TX E 77094 R Phone: I 281.N 506.7119 G
Firm TBPE Registration No. F-12959 www.dacengineers.com
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E 17725 N Katy Freeway, G Suite I 103 N Houston, E TX E 77094 R Phone: I 281.N 506.7119 G
Firm TBPE Registration No. F-12959 www.dacengineers.com
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(800) 680-6630
1780 Heritage Center Dr., Suite 104
Wake Forest, NC 27587
www.landscape-consultants.net
D E S I G N G R O U P
Celebrating 10 Years
CITY APPROVALS
CONTRACTOR TO CONTACT THE UTILITY
NOTIFICATION CENTER OF COLORADO AT
1-800-922-1987 OR 811 AT LEAST THREE
DAYS BEFORE DIGGING TO LOCATE ALL
UNDERGROUND UTILITIES.
BENCHMARKS
FLOODPLAIN
PROPOSED CHRISTIAN
BROTHERS AUTOMOTIVE
1.857 ACRES IN LOT 1, TRACT A
OF THE SOUTHWEST QUARTER OF
SECTION 1, TOWNSHIP 6 NORTH
FORT COLLINS, CO
IRRIGATION
SPECIFICATIONS
AND DETAILS
IRRIGATION DISCLAIMER
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT
OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS
WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE
LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE
PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN COST.
IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER DRAWINGS AND
SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A CONVENIENCE TO THE CONTRACTOR ONLY AND
SHALL NOT BE CONSIDERED ABSOLUTE.
RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN DETAIL E/LI3
F
VALVES
DETAIL K/LI3
DETAILS I, J/LI3
DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM)
E 17725 N Katy Freeway, G Suite I 103 N Houston, E TX E 77094 R Phone: I 281.N 506.7119 G
Firm TBPE Registration No. F-12959 www.dacengineers.com
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(800) 680-6630
1780 Heritage Center Dr., Suite 104
Wake Forest, NC 27587
www.landscape-consultants.net
D E S I G N G R O U P
Celebrating 10 Years
CITY APPROVALS
CONTRACTOR TO CONTACT THE UTILITY
NOTIFICATION CENTER OF COLORADO AT
1-800-922-1987 OR 811 AT LEAST THREE
DAYS BEFORE DIGGING TO LOCATE ALL
UNDERGROUND UTILITIES.
BENCHMARKS
FLOODPLAIN
PROPOSED CHRISTIAN
BROTHERS AUTOMOTIVE
1.857 ACRES IN LOT 1, TRACT A
OF THE SOUTHWEST QUARTER OF
SECTION 1, TOWNSHIP 6 NORTH
FORT COLLINS, CO
IRRIGATION DETAILS
2
3
4
7
5
8
12
13
9
10
11
FINISHED GRADE-1" BELOW TOP OF
BOX IN TURF AREAS, 2" IN SHRUB
AREAS
QUICK-COUPLING VALVE
10" ROUND PLASTIC VALVE BOX BY
CARSON (OR EQUAL)
6" LONG BRASS NIPPLE
BRASS NIPPLE (LENGTH AS
REQUIRED)
BRICK (1 OF 2)
PVC SCH 40 STREET ELL
PVC SCH 40 TEE OR ELL
PVC MAINLINE PIPE
PVC SCH 40 ELL
2" x 2" REDWOOD STAKE WITH
STAINLESS STEEL GEAR CLAMPS
OR EQUIVALENT SUPPORT
SYSTEM
1 TOP OF MULCH
6 3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
1 2 3 4
5
7
6
8 9 12 10
9
11
13
QUICK COUPLER
F SCALE: NTS
1
2
4
5
3
6
7
9
8
10
11
12
13
14
15
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (CLOSE)
FINISHED GRADE-1" BELOW TOP OF
BOX IN TURF AREAS, 2" IN SHRUB
AREAS
JUMBO PLASTIC VALVE BOX
BY CARSON (OR EQUAL)
REMOTE CONTROL VALVE
WATERPROOF CONNECTION
(ANY APPROVED)
30-INCH LINEAR LENGTH
OF WIRE, COILED
BRICK (1 OF 4)
PVC MAINLINE PIPE
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
PVC LATERAL PIPE
3-INCH MINIMUM DEPTH OF
3
4-INCH WASHED GRAVEL
3 4
6
7
8
5
9
10
11
16 15 14 13
MAINLINE DEPTH
12" MIN.
TOP OF MULCH
12
16
SCH. 40 PVC ELL
1 2
REMOTE CONTROL VALVE
E SCALE: NTS
1
2
4
5
3
6
7
9
8
10
11
12
13
14
15
16
1 2 3 4 5 6
11
9
8
12 10
7
15 14 13
16
DRIP CONTROL ZONE KIT
D SCALE: NTS
MAINLINE DEPTH
12" MIN.
30-INCH LINEAR LENGTH
OF WIRE, COILED
WATERPROOF CONNECTION
(ANY APPROVED)
REMOTE CONTROL VALVE
ASSEMBLY
JUMBO PLASTIC VALVE BOX
BY CARSON (OR EQUAL)
TOP OF MULCH
FINISHED GRADE-1" BELOW
TOP OF BOX IN TURF AREAS,
2" IN SHRUB AREAS
PVC UNION (2)
PVC SCH 40 MALE ADAPTER (2)
PVC LATERAL PIPE
BRICK (1 OF 4)
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
PVC MAINLINE PIPE
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
SCH. 40 PVC ELL
SCH. 40 PVC TEE OR ELL
SCH. 40 PVC THREADED ELL
5
7
6
1
4
3
2
FINISH GRADE
POP-UP SPRAY HEAD
SCH. 80 PVC NIPPLE
(LENGTH AS REQUIRED)
SCH. 40 PVC ELL
SCH. 40 PVC STREET ELL
SCH. 40 PVC TEE OR ELL
PVC LATERAL PIPE
1
4
5
3
6 5 7
2
12" MIN.
POP-UP SPRAY HEAD
L SCALE: NTS
3' COILED LENGTH OF LINE
SIZE FLEX HOSE. SOLVENT
WELD TO VALVE
10" ROUND PLASTIC VALVE BOX
WITH LOCKABLE LID, "CARSON" OR
APPROVED EQUAL
FINISH GRADE - TOP OF VALVE BOX TO
BE 2" ABOVE FINISH GRADE IN
PLANTER AREAS
DRIP EXHAUST HEADER
BALL VALVE, LINE SIZE
RED BRICK TYPICAL, 3 REQUIRED
6" DEEP LAYER OF PEA GRAVEL
1
2
3
4
5
6
7
1 2
4
5
6
7
3
FLUSH VALVE
K SCALE: NTS
TOP OF MULCH
FINISH GRADE
DRIP LINE PER PLAN
INSERT TEE OR ELBOW
SCH. 80 PVC NIPPLE (LINE
SIZE)
SCH. 40 PVC TEE (SST)
SCH. 40 PVC SUPPLY
HEADER (SIZE PER PLAN)
1 2
3
5
6 7
1
2
3
4
5
6
7
4
SUBSURFACE DRIPLINE CONNECTION
J SCALE: NOT TO SCALE
LATERAL LINE DEPTH
2" MAX.
FLUSH VALVE
SCH. 40 PVC EXHAUST HEADER
SCH. 40 PVC TEE OR ELL
COMPRESSION ADAPTER
DRIP LINE
AIR RELIEF VALVE AT HIGH POINT OF
SYSTEM (WHERE INDICATED ON PLANS)
SCH. 40 PVC SUPPLY HEADER
CONTROL VALVE
NOTE: SET DRIP LINES 3"-6" AWAY FROM
HARDSCAPE
1
2
3
4
5
6
7
8
3
2
4
5
1
5
6
7 8
4
3
5
2
SUBSURFACE DRIP LINE LAYOUT
I SCALE: NOT TO SCALE
8
10
5
6
2
9
7
4
3
1 PAVEMENT SURFACE
TRENCH BACKFILL
SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE
SCH. 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE
LOCATOR WIRE W/BURIED CAUTION TAPE
PVC IRRIGATION MAINLINE
SLEEVING
TRENCHING
2 3
5
10 11
1 3
4
6
9 8 7
FINISH GRADE
PVC IRRIGATION LATERAL - BURIED MIN. 12" BELOW GRADE
SAND BACKFILL
SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA.
11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS
18" MIN.
24" MIN.
12" MIN.
18" MIN.
PIPE AND SLEEVE INSTALLATION
H SCALE: NTS
1
18" MIN.
24" MIN.
2
24" MAX
18" MIN.
24" MAX
9 8 7
12 PVC CAP, SOLVENT WELDED
6
5
2
4
3
PVC MALE ADAPTER
BRASS BALL VALVE
(SIZED PER MAINLINE)
EXTENSION SECTION AS
NECESSARY TO MEET GRADE
9" ROUND VALVE BOX
WITH LOCKABLE LID
1
2 3
7 6 5 4
1
7MAINLINE IRRIGATION
FINISH GRADE AT 1" BELOW
TOP OF BOX IN TURF AREAS:
2" BELOW TOP OF BOX IN
SHRUB/GROUNDCOVER
AREAS
3-INCH MINIMUM DEPTH OF
3
4-INCH WASHED GRAVEL
MAINLINE DEPTH
BRASS BALL VALVE
G SCALE: NTS
DETAIL H/LI3
DETAIL H/LI3
DETAIL H/LI3
DETAIL G/LI3
DETAIL F/LI3
DETAIL D/LI3
DETAIL C1/LI2
DETAIL B/LI2
PRESSURIZED PVC MAIN LINE, SCH. 40, 1-1/4"
MODEL 825YA - 1"
ESP12LXME
12-STATION CONTROLLER, INTERIOR WALL MOUNT, WITH ONE ESPLXMSM12 MODULE, PLUS
ETC-LX "ET MANAGER" CARTRIDGE
RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER
1" WATER METER
ANY APPROVED CONTROL WIRING SLEEVE, SCH. 40 PVC, 2"
BACKFLOW PREVENTER WITH 650A Y-STRAINER AND WILKINS MODEL 500 PRESSURE
REGULATOR SET TO 70 PSI. MOUNT IN STRONGBOX INSULATED ENCLOSURE, MODEL
#SBBC-60ALHPI.
- - - FLUSH VALVE - BALL VALVE IN VALVE BOX WITH 3' LENGTH OF TUBING
DETAIL C/LI2
ANY APPROVED
ANY APPROVED
ANY APPROVED
ANY APPROVED
RAINBIRD33DLRC QUICK COUPLER, 3/4"
- - - - - -
QC
NIBCO600A T-FP-BALL VALVE, BRASS, FULL-PORT, LINE SIZE
RAINBIRD
RAINBIRD WR2-RFC
NON-PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN
FEBCO
IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE
RAINBIRD XCZ-100-PRB-COM
RAINBIRD XFS-06-18 LANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C. 0.6 GPH
IRRIGATION LEGEND
SYMBOL MANUF. MODEL NO. DESCRIPTION
20
REMARKS/DETAIL
DETAIL A/LI2
DRIP IRRIGATION
POINT OF CONNECTION
MAIN LINE/ LATERALS & SLEEVES
CONTROLLERS AND SENSORS
VALVE KEY
IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND WALKWAYS, THE IRRIGATION
CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER
ALL ROADWAYS AND WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO MORE THAN
25 WIRES.
CONTROLLER STATION NUMBER
GALLONS PER MINUTE
VALVE SIZE
SLEEVING / WIRING NOTES:
DETAIL H/LI3
WS
RAINBIRD 1806 POP UP SPRAY
NOTES:
1) CONTRACTOR SHALL USE PC SCREENS ON FIXED SPRAY HEADS AS NEEDED TO ACHIEVE APPROPRIATE RADII.
ROTORS & SPRAY HEADS
RAINBIRD POP UP SPRAY
NOZZLE RADIUS G.P.M. P.S.I.
1806 8H 8' 0.52 30 DETAIL L/LI3
HE-10'VAN-10 (Q) 0.45 30 DETAIL L/LI3
RAINBIRD 500430' POP UP ROTOR MPR-30F 5.08 35
RAINBIRD 500435' POP UP ROTOR MPR-35Q 1.67 35
RAINBIRD 500435' POP UP ROTOR MPR-35H 3.33 35
RAINBIRD 500435' POP UP ROTOR MPR-35F 6.62 35
RAINBIRD 500430' POP UP ROTOR MPR-30Q 1.23 35
RAINBIRD 500430' POP UP ROTOR MPR-30H 1.59 35
RAINBIRD 500425' POP UP ROTOR MPR-25F 3.34 35
RAINBIRD 500425' POP UP ROTOR MPR-25Q 0.88 35
RAINBIRD 500425' POP UP ROTOR MPR-25H 1.73 35
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
DETAIL L/LI3
IRRIGATION SPECIFICATIONS
GENERAL
A. QUALIFICATIONS OF IRRIGATION CONTRACTOR
1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE
IRRIGATION CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE
THE IRRIGATION PLAN FOR SPECIFIC EQUIPMENT AND SYSTEM LAYOUT.
2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A TEXAS LICENSED
IRRIGATOR, AS REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL
QUALITY. A LICENSED IRRIGATOR OR LICENSED IRRIGATION INSTALLER SHALL
BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS IN PROGRESS.
THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR
PROVIDES FOR A LICENSED IRRIGATOR OR LICENSED IRRIGATION INSTALLER
TO BE PRESENT AT THE PROJECT SITE AND SUPERVISING ALL IRRIGATION
WORK.
3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND
NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION
MEASURES.
B. SCOPE OF WORK
1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND
PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES,
TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION,
INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR
SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING
JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS
REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY,
TRANSPORTATION AND INSTALLATION OF MATERIALS.
3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF
ALL LANDSCAPE AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC;
COORDINATE IRRIGATION INSTALLATION WITH UTILITY INSTALLATIONS.
ACTUAL LOCATION OF CONTROLLER, BACKFLOW DEVICE, PIPING, VALVES,
SPRAY HEADS, DRIP IRRIGATION, AND RELATED EQUIPMENT MAY NEED TO BE
ADJUSTED BASED ON ACTUAL SITE CONDITIONS.
4. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER
EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES
ARE FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING
AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON THE PLAN. THE
IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
ABOVE-GRADE IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION CONTRACTOR MAY
BE REQURED TO MOVE SUCH ITEMS AT HIS OWN COST.
5. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE
SHOWN IN HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES
SHALL BE INSTALLED IN A COMMON TRENCH OR AT THE BACK OF CURB IN
LANDSCAPE AREAS. MINOR FIELD ADJUSTMENTS SHALL BE MADE AT NO
ADDITIONAL COST TO THE OWNER.
PRODUCTS
A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND
SHALL BE THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A
MINIMUM GUARANTEE OF ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE
WORKMANSHIP. ALL MATERIALS SHALL BE OF THE BRANDS AND TYPES NOTED ON
THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED EQUAL. THE CONTRACTOR
MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR AN
'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE
CONTRACTOR MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST.
B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON
THE DRAWINGS. INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH
IRRIGATION CONSTRUCTION DETAILS AND ALL APPLICABLE STATE AND LOCAL
CODES AND ORDINANCES.
C. PIPING
1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT-OF-CONNECTION:
a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS
b. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2"
c. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER
2. SLEEVING AND NON-PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES):
CLASS 200 PVC
3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE.
D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH
VALVE SHALL BEAR A PRE-MANUFACTURED, NUMBERED WATERPROOF TAG BEARING
A NUMBER CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE
CONTROLLER. THE OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE
PLANS.
E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS.
F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE
LOCKING BOLT-DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF
A SIZE TO CONTAIN THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX
LID SHALL HAVE THE VALVE STATION NUMBER HEAT-BRANDED INTO THE LID WITH 2"
HIGH LETTERS.
G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE
PLASTIC SPRAY NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED
ON PLANS.
H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON
PLANS, WITH INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS
AN INTEGRAL PART OF THE TUBING ASSEMBLY.
I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL-PROOF
ENCLOSURE FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE-VOLTAGE
DISCONNECT SWITCH WITH GROUND FAULT PROTECTION.
J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR
DIRECT BURIAL, SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL
HAVE A DIFFERENT COLOR STATION AND COMMON WIRE.
1. STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE
2. COMMON WIRE - WHITE
3. EXTRA COMMON WIRES - BLUE
K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL
FIELD SPLICES SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX.
L. RAIN SENSOR: TYPE AND MODEL PER PLANS.
METHODS
A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT
SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN
CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE
PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR
SHALL VERIFY THE LOCATIONS OF ALL ABOVE-GRADE IRRIGATION EQUIPMENT WITH
THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR
IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN
COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION
PHASE SO PLACEMENT LOCATION IS CORRECT.
B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE
PRIOR TO COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING,
LANDSCAPE, AND OTHER APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR
SHALL THOROUGHLY REVIEW THE PLANS AND REPORT ANY CONFLICTS OR
DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE
IMMEDIATELY.
C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION
SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT
UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS EXIST THAT MIGHT NOT HAVE
BEEN CONSIDERED IN THE ENGINEEERING. SUCH OBSTRUCTIONS OR DIFFERENCES
SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION DESIGNER. IN THE
EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR
SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS.
D. THE IRRIGATION CONTRACTOR SHALL COORDINATE AND PAY FOR THE INSTALLATION
OF THE IRRIGATION TAP AND METER.
E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES ASSOCIATED WITH
THE INSTALLATION OF THE IRRIGATION SYSTEM.
F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER
PRESSURE IS AT LEAST 70 PSI . IF STATIC WATER PRESSURE IS LESS THAN STATED,
DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND
OWNER IN WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL
MEASURES. SHOULD THE IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE
INSTALLATION WITHOUT SUCH NOTIFICATION, THE IRRIGATION CONTRACTOR WILL
ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO ENSURE THE SYSTEM
IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN SUCH
CIRCUMSTANCES.
G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND
UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION,
ETC.) PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR
WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES.
H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC
CONTROLLER AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL
WIRES.
I. TRENCHING NEAR EXISTING TREES:
1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER
WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL
EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE
ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA
EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1'
FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT (4.5' ABOVE THE
AVERAGE GRADE AT THE TRUNK).
2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS.
NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED
WITHIN THE CRZ.
3. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN
DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE
ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP EXPOSED
ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL
TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.
4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND
ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND
PAINTS.
J. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER.
BACKFILL MATERIAL SHALL BE FREE FROM RUBBISH, ROCK, LARGE STONES, BRUSH,
SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE
PIPE DURING THE BACKFILLING OPERATIONS. IN THE EVENT THAT THE MATERIAL
FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE UNSUITABLE FOR USE IN
BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY AND LEGALLY
DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL
MATERIAL CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED
MATERIALS FREE OF DEBRIS.
K. BACKFLOW INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING
WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE
OWNER, AND SHALL MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE
NECESSARY DUE TO ACTUAL SITE CONDITIONS. BACKFLOW HEIGHT SHALL BE AS
PER LOCAL CODES AND IRRIGATION DETAILS. INSTALL A BRASS BALL VALVE
IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO SERVE AS AN ISOLATION
VALVE.
L. PIPING:
1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO
SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
SUBSTITUTIONS FOR LARGER SIZES MAY BE APPROVED.
2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 24
INCHES. LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 18
INCHES.
3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE
APPLIED TO MALE THREADS ONLY.
4. ALL SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH APPROVED
SOLVENT-WELD PRIMER AND GLUE.
5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE
FROM ANY OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT
CROSS OVER OR UNDER.
M. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE
IRRIGATION DETAILS. EACH VALVE SHALL BEAR A PRE-PRINTED WATERPROOF TAG
BEARING THE APPROPRIATE CONTROLLER STATION NUMBER.
N. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA
GRAVEL LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. EACH VALVE BOX
COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATION NUMBER.
O. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S
DIRECTIONS AND THE IRRIGATION DETAILS.
1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH
GRADE.
2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE
FABRIC, AND SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON
CENTER.
P. SPRAY, ROTOR, AND BUBBLER HEADS:
1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED
AND/OR OTHERWISE CLEARLY MARKED ON THE GROUND PRIOR TO
INSTALLATION. SPRINKLER HEAD STAKING SHALL BE INSPECTED AND
APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE INSTALLATION.
2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF
1
2 INCH FLEX PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40
PVC FITTINGS WITH WELD-ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS
SHALL BE CONNECTED TO LATERAL LINES WITH PRE-MANUFACTURED SWING
JOINTS.
3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND
FLUSH TO FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM)
FROM THE EDGE OF ANY BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE,
UNLESS OTHERWISE SPECIFIED.
4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED
AND ADJUSTED FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON
WALKS, STREETS, WALLS, ETC.
Q. AUTOMATIC CONTROLLER:
1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER.
INSTALL CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE
MANUFACTURER.
2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL
POWER TO CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH
CONTROLLER. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION
CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL SOURCE
TO THE CONTROLLER UNIT ONLY.
3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT
BURIAL. NO SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND
CONTROLLER. WHERE SPLICES MAY BE NECESSARY DUE TO EXCESSIVELY
LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL SPLICES IN 6" ROUND
VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE CONTRACTOR
SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL
SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS
WIRE AT EACH CONNECTION.
4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL
VALVES.
5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT
BURIAL SPLICE KIT" (UNLESS OTHERWISE SPECIFIED).
6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH
BRANCH OF MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL
WIRES INTO BACK OF IRRIGATION CONTROLLERS.
7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL
CONTROL WIRE SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO
PAVING - SEE SLEEVING NOTES.
R. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE
LOCATION WITH THE OWNER. IT IS THE RESPONSIBILITY OF THE IRRIGATION
CONTRACTOR TO ENSURE THE RAIN SENSOR IS PLACED IN A LOCATION WHERE IT
CAN RECEIVE ADEQUATE RAINFALL WITHOUT OBSTRUCTIONS. IF IT IS PLACED IN AN
INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR MAY BE REQUIRED TO
RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER.
S. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE
INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
T. QUALITY CONTROL
1. PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT
PRIOR TO ANY PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE
IRRIGATION DESIGNER AND THE CONSTRUCTION MANAGER.
2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE
WATERED COMPLETELY AND UNIFORMLY.
3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE,
INCLUDING REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES.
U. CLEAN UP
1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT
CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION.
2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
V. INSPECTION AND ACCEPTANCE
1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL
PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR
USE AS INTENDED. THE IRRIGATION CONTRACTOR SHALL THEN REQUEST AN
INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
3. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT
DOCUMENTS, THE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE
REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS.
4. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN
RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT
TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE
OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE.
5. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 8
1
2" X
11" COLOR-CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE
IT IN THE CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY
DELINEATE THE AREAS COVERED BY EACH VALVE, USING A SEPARATE COLOR
FOR EACH ZONE.
6. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE
INSTALLATION:
a. QUICK COUPLER KEYS (2)
b. CONTROLLER MANUAL (1)
c. CONTROLLER KEYS (2)
d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING
IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT
ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR
CONTRACTOR/CONSULTANT DRAWING MARKUPS.
W. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL
ACCEPTANCE AND START OF THE MAINTENANCE PERIOD.
X. WARRANTY
1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED
(LABOR AND MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12
MONTHS AFTER THE DATE OF FINAL ACCEPTANCE. DURING THIS PERIOD, THE
CONTRACTOR SHALL ALSO REPAIR ANY SETTLEMENT OF THE IRRIGATION
TRENCHES.
2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS
EITHER NON-OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS
DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL
BE REPLACED. REPLACEMENTS SHALL BE OF THE SAME KIND AS SPECIFIED IN
THE IRRIGATION LEGEND, AND SHALL BE INSTALLED AS ORIGINALLY SPECIFIED.
3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM,
AND/OR THE OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY
THIS WARRANTY.
BACKFLOW PREVENTER
C SCALE: NTS
2
1
1
2
PARAPET OR EAVE
AUTOMATIC RAIN SENSOR -
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
RAIN SENSOR, ROOF MOUNT
B SCALE: NTS
A SCALE: NTS
1
2
3
4
CONTROLLER - WALL MOUNT, INDOOR
NOTES:
1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S DIRECTIONS.
2) 120 V.A.C. POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT
CONTROLLER. CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE.
3) LOCATE GROUND ROD 8' MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD, CONTROLLER AND SOURCE
OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS PART OF PRE CONSTRUCTION MEETING.
SECTION
3
2
1
5
6
4
7
8
9 11
10
60" MAX.
12"
CONTROLLER PER LEGEND
1/2" ELECTRICAL CONDUIT BETWEEN
CONTROLLER AND ELECT. BOX
CLAMP TO WALL
SENSOR MONITOR PANEL OR
RECEIVER (WHERE OCCURS)
WALL
120 VOLT SERVICE IN WATERPROOF
JUNCTION BOX WITH DISCONNECT
SWITCH, INSTALL INSIDE STAINLESS
ENCLOSURE
C-CLAMPS (TYP.)
CONDUIT(S) FOR 24 VOLT CONTROL
WIRES. CLAMP TO WALL. USE 1
CONDUIT FOR 0-24 STATIONS. USE 2
CONDUITS FOR 25-48 STATIONS
SENSOR CABLES IN CONDUITS
(WHERE OCCURS)
GROUNDING PER MANUFACTURER
WALL
FINISH FLOOR SURFACE
5
7
6
10
9
8
11
6"
2
12" SUMP
DEPTH
12" DIA.
GRAVEL FILL
SUMP PIT
1
2
NOTE:
AUTOMATIC VALVES ARE TO BE LOCATED
AT LOW POINTS OF LATERAL LINES.
LOCATE END DRAIN VALVE 12"
UPSTREAM FROM LAST HEAD.
PIPE TRENCH
1
FINISH GRADE
45d TO 30d GAP BELOW
HORIZONTAL
AUTOMATIC DRAIN VALVE
SCALE: NOT TO SCALE
3
3 LATERAL LINE PIPE
4 AUTOMATIC DRAIN VALVE
4
CITY MAINLINE
5 ISOLATION VALVE (PER PLAN)
WATER METER
SERVICE LINE
2 TAP
3
4
1
8 BACKFLOW DEVICE (WHERE SHOWN)
6
7 BLOW OFF VALVE (BOV)
MANUAL DRAIN VALVE (BALL VALVE)
WINTERIZATION PROCEDURE:
1. TURN OFF EITHER THE METER AND ISOLATION
VALVE (DEDICATED IRRIGATION METER) OR
ISOLATION VALVE (DOMESTIC TAP).
2. OPEN ONE CONTROL VALVE TO RELIEVE
PRESSURE
3. SLOWLY OPEN MANUAL DRAIN VALVE.
4. REPEAT PROCEDURE FOR ALL MANUAL DRAIN
VALVES ALONG IRRIGATION MAINLINE.
5. CLOSE MANUAL DRAIN VALVES AND BLOW OUT
REMAINING WATER FROM THE BLOWOUT VALVE.
SLOWLY INCREASE AIR PRESSURE, NOT TO
EXCEED 80 PSI. DO NOT BLOW OUT SYSTEM
FROM BACKFLOW. BLOW OUT SYSTEM TWICE
BUT NOT TO EXCEED AT MORE THAN 2 MIN.
INTERVALS.
WATER TAP DIAGRAM
C1 SCALE: NTS
QC
QC
DEDICATED IRRIGATION TAP
IRRIGATION CONNECTION FROM DOMESTIC WATER
1
2
3 4
5
6
7
8
TO
IRRIGATION
SYSTEM
TO
DOMESTIC
SYSTEM
TO IRRIGATION
SYSTEM
1
2
3 4
6 7 8
5
8" MIN.
6" MIN.
TO POINT OF CONNECTION -
ADAPT AS NECESSARY. ALL
WORK SHALL CONFORM TO ALL
APPLICABLE CODES
BRASS WYE STRAINER W/60 MESH
SCREEN
ENCLOSURE PER IRRIGATION
LEGEND
BACKFLOW PREVENTER UNIT
BRASS UNION (TYPICAL)
PRESSURE REDUCER
BRASS NIPPLES (TYPICAL)
4" CONCRETE PAD, SLOPE TO
DRAIN AWAY FROM BACKFLOW
PREVENTER
FINISH GRADE, 2" BELOW PAD
BRASS COUPLING
PVC ADAPTER AND MAINLINE PIPE
12"X12"X24" THRUST BLOCK
1
2
3
4
5
6
7
8
9
10
11
2
3
4
5
7
8
9
10
11
12
1
12" MIN, 30" MAX
(REFER TO LOCAL CODES)
6
12
(800) 680-6630
1780 Heritage Center Dr., Suite 104
Wake Forest, NC 27587
www.landscape-consultants.net
D E S I G N G R O U P
Celebrating 10 Years
CITY APPROVALS
CONTRACTOR TO CONTACT THE UTILITY
NOTIFICATION CENTER OF COLORADO AT
1-800-922-1987 OR 811 AT LEAST THREE
DAYS BEFORE DIGGING TO LOCATE ALL
UNDERGROUND UTILITIES.
BENCHMARKS
FLOODPLAIN
PROPOSED CHRISTIAN
BROTHERS AUTOMOTIVE
1.857 ACRES IN LOT 1, TRACT A
OF THE SOUTHWEST QUARTER OF
SECTION 1, TOWNSHIP 6 NORTH
FORT COLLINS, CO
IRRIGATION PLAN
SEE SHEET LI2 FOR
IRRIGATION LEGEND
POINT OF CONNECTION
CONNECT MAINLINE DOWNSTREAM OF 1" WATER
METER (BY OTHERS). VERIFY LOCATION IN FIELD.
LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH
OWNER'S REPRESENTATIVE.
120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION
CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. HOOK-UP OF
CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR.
IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE
PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL CONTRACTOR.
STATION RUN ORDER SHALL MATCH PLANS.
AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETE, THE CONTRACTOR
SHALL ESTABLISH A "WEATHER REACH" SUBSCRIPTION. CONTRACTOR SHALL INCLUDE
THE COST OF THE FIRST YEAR'S SUBSCRIPTION IN HIS BID.
CONTROLLER NOTE
CONTROLLER - SEE NOTE
3
SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
3" HIGH EARTHEN WATERING BASIN.
5
6
7
SHRUB AND PERENNIAL PLANTING
B SCALE: NTS
8 WEED FABRIC UNDER MULCH.
8
GENERAL
A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN
LANDSCAPE PLANTING.
2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE
OWNER FOR FURTHER QUALIFICATION MEASURES.
3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE
LOCAL JURISDICTION.
B. SCOPE OF WORK
1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR,
SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION,
INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS,
NOTES, AND DETAILS.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS
REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND
PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN SUPPLY, TRANSPORTATION AND
INSTALLATION OF MATERIALS.
3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER,
SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK.
PRODUCTS
A. ALL MANUFACTURED PRODUCTS SHALL BE NEW.
B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2004. PROVIDE WELL-SHAPED, FULLY
BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS
KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE
SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM
SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.
2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON-POT-BOUND, FREE FROM
ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED
ROOTS).
3. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY
REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE
CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE
ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO
THE ACCEPTABILITY OF PLANT MATERIAL.
4. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS
WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
5. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE
THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE
ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER.
6. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT
BALL.
7. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT
FLARE HAS BEEN COMPLETELY COVERED, SHALL BE REJECTED.
C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY,
MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE
FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS, WITH MAXIMUM PERCENTAGES OF
PURITY, GERMINATION, AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED
SHALL BE ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED.
E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN ½ INCH, FOREIGN MATTER, PLANTS,
ROOTS, AND SEEDS.
F. COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE
CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4-INCH SIEVE; SOLUBLE SALT CONTENT
OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC
TO PLANTINGS. NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED.
G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS
IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED
SOIL-TESTING AGENCY (SEE BELOW).
H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP
DRESSING OF TREES AND SHRUBS.
I. WEED FABRIC: 5 OUNCE, WOVEN, NEEDLE-PUNCHED FABRIC, SUCH AS DEWITT PRO5 LANDSCAPE FABRIC (OR
APPROVED EQUAL).
J. TREE STAKING AND GUYING
1. STAKES: 6' LONG GREEN METAL T-POSTS.
2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED-STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.
3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO
PROTECT TREE TRUNKS FROM DAMAGE.
K. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN.
ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
L. PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE
SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED
PER THE MANUFACTURER'S LABELED RATES.
METHODS
A. SOIL PREPARATION
1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE
AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY
SHOULD ANY DISCREPANCIES EXIST.
2. SOIL TESTING:
a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY
AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL
SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND
BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL.
b. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE
SOIL SAMPLES.
c. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE
FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT
FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A
FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE.
3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT
RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE
OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT.
4. FOR BIDDING PURPOSES ONLY , THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING
AFTER CROSS-RIPPING:
i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii. AMMONIUM PHOSPHATE 16-20-0 - 15 LBS PER 1,000 S.F.
iii. AGRICULTURAL GYPSUM - 100 LBS PER 1,000 S.F.
b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF
SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING:
i. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F.
ii. 12-12-12 FERTILIZER - 10 LBS. PER CU. YD.
iii. AGRICULTURAL GYPSUM - 10 LBS. PER CU. YD.
iv. IRON SULPHATE - 2 LBS. PER CU. YD.
5. CONTRACTOR SHALL ENSURE THAT THE GRADE IN SOD AREAS SHALL BE 1" BELOW FINISH GRADE BEFORE
INSTALLING SOIL AMENDMENTS, AND 2" BELOW FINISH GRADE IN SHRUB AREAS BEFORE INSTALLING SOIL
AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE
FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER
THAN THE TOP OF WALL.
6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO
DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL.
5
6
7
4
1
8
9
11
10
12
PREVAILING
WINDS
NOTES:
1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT
COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE
ROOT FLARE IS 3"-5" ABOVE FINISH GRADE.
3. FOR B&B TREES, CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE
PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,
TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH
BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.
4. REMOVE ALL NURSERY STAKES AFTER PLANTING.
5. FOR TREES OVER 3" CALIPER AND TREES 36" BOX AND LARGER, USE
THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY
AROUND TREE.
6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
IN WIND.
1
2
3
TREE CANOPY.
CINCH-TIES (24" BOX TREES AND SMALLER) OR 12
GAUGE GALVANIZED WIRE WITH NYLON TREE STRAPS
AT TREE AND STAKE (36" BOX TREES AND LARGER).
SECURE TIES OR STRAPS TO TRUNK JUST ABOVE
LOWEST MAJOR BRANCHES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN. INTO
UNDISTURBED SOIL.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
PRESSURE-TREATED WOOD DEADMAN, TWO PER
TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND
18" MIN. INTO UNDISTURBED SOIL.
MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6" OF TRUNK.
FINISH GRADE.
BACKFILL. AMEND AND FERTILIZE ONLY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
ROOT BALL.
UNDISTURBED NATIVE SOIL.
4" HIGH EARTHEN WATERING BASIN.
TRUNK FLARE.
CONIFEROUS
TREE
PREVAILING
WINDS
STAKING EXAMPLES (PLAN VIEW)
2
4
6
7
8
9
10
11
1
4
3X ROOTBALL DIA.
5
2
3
5
12
TREE PLANTING
A SCALE: NOT TO SCALE
NON-CONIFEROUS
TREE
B. GENERAL PLANTING
1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE-EMERGENT HERBICIDES AT THE
MANUFACTURER'S RECOMMENDED RATE.
3. TRENCHING NEAR EXISTING TREES:
a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE
(CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO
TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD
FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO 1' FOR EVERY 1" OF TRUNK DIAMETER-AT-BREAST-HEIGHT
(4.5' ABOVE THE AVERAGE GRADE AT THE TRUNK).
b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR
TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS
1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS. WRAP
EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST. CLOSE ALL TRENCHES WITHIN THE
CANOPY DRIP LINES WITHIN 24 HOURS.
d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE
ANY SORT OF SEALERS OR WOUND PAINTS.
C. TREE PLANTING
1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL,
AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY
GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS,
THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST
BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.
4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES
ABOVE THE SURROUNDING GRADE.
5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL
OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE
REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL
FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL
CLASS AND COMPOSITION IN THE ON-SITE SOIL.
6. THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE
CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL
STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE
FOLLOWING GUIDELINES:
a. 1"-2" TREES TWO STAKES PER TREE
b. 2-1/2"-4" TREES THREE STAKES PER TREE
c. TREES OVER 4" CALIPER GUY AS NEEDED
d. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO
STABILIZE THE TREE
7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE
INTERIOR OF THE TREE RING WITH MULCH (TYPE AND DEPTH PER PLANS).
D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN
THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.
2. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS,
COVERING THE ENTIRE PLANTING AREA.
E. SODDING
1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO
NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.
5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES
OF PENETRATION INTO THE SOIL BELOW THE SOD.
F. HYDROMULCHING
1. HYDROMULCH MIX (PER 1,000 SF) SHALL BE AS FOLLOWS:
a. WINTER MIX (OCTOBER 1 - MARCH 31)
50# CELLULOSE FIBER MULCH
2# KENTUCKY BLUEGRASS SEED
15# 15-15-15 WATER SOLUBLE FERTILIZER
G. CLEAN UP
1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT,
ORDERLY CONDITION.
2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
H. INSPECTION AND ACCEPTANCE
1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF
DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24
HOURS.
3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN
RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE.
I. LANDSCAPE MAINTENANCE
1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE
PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE
MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER
PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS,
WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND
DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY
PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE
CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING
ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION.
2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY
STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS
MUST OCCUR:
a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL
DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY
PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.
c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE
FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER
THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL
ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
J. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD,
SEEDED/HYDROMULCHED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE
OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN
EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY
PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY.
2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR
SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED
DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS.
K. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD
DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE
ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS.
E 17725 N Katy Freeway, G Suite I 103 N Houston, E TX E 77094 R Phone: I 281.N 506.7119 G
Firm TBPE Registration No. F-12959 www.dacengineers.com
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(800) 680-6630
1780 Heritage Center Dr., Suite 104
Wake Forest, NC 27587
www.landscape-consultants.net
D E S I G N G R O U P
Celebrating 10 Years
CITY APPROVALS
CONTRACTOR TO CONTACT THE UTILITY
NOTIFICATION CENTER OF COLORADO AT
1-800-922-1987 OR 811 AT LEAST THREE
DAYS BEFORE DIGGING TO LOCATE ALL
UNDERGROUND UTILITIES.
BENCHMARKS
FLOODPLAIN
PROPOSED CHRISTIAN
BROTHERS AUTOMOTIVE
1.857 ACRES IN LOT 1, TRACT A
OF THE SOUTHWEST QUARTER OF
SECTION 1, TOWNSHIP 6 NORTH
FORT COLLINS, CO
PLANTING
SPECIFICATIONS
AND DETAILS
PLANTING LEGEND
SYMBOL BOTANIC NAME COMMON NAME SIZE SPACING QUANTITY REMARKS
NOTE: ALL TREES SHALL BE BALLED AND BURLAPPED. REMOVE ALL BURLAP AND WIRE BEFORE PLANTING. SEE SPECIFICATIONS FOR PROPER ROOT QUALITY.
'Reveille' Bluegrass Sod - - - - - -
15
15
14
62
4
12
13
6' o.c.
1' o.c.
3' o.c.
3' o.c.
Per plan
Per plan
Per plan
Poa x 'Reveille'
Autumn Amber Fragrant Sumac
Purple Penstemon
Blue Spiraea
Foxtail Pine
Kentucky Coffee Tree
Sunburst Honeylocust
Dwarf Russian Pea
#3 cont.
#1 cont.
#3 cont.
#5 cont.
RHAR Rhus aromatica 'Autumn Amber'
PEPP Penstemon mexicali 'Pikes Peak Purple'
CACLclandonensis Caryopteris
PIARaristata Pinushigh 6'
GYDI Gymnocladus dioica 2" cal., 8'-10' high
GLTR Gleditsia triacanthos 'Sunburst' 2" cal., 8'-10' high
CAPY
TURF AND SEED
Caragana pygmaea
SHRUBS AND PERENNIALS
TREES
GENERAL PLANTING NOTES
1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO REMAIN). BEFORE
STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH
GRADE. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. SEE SPECIFICATIONS
FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.
2. CONSTRUCT AND MAINTAIN FINISH GRADES IN LANDSCAPE AREAS AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS
RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE
MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING
GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS,
GEOTECHNICAL REPORT, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
3. ENSURE THAT THE GRADE IN SHRUB AREAS SHALL BE 2" BELOW FINISH GRADE AFTER INSTALLING SOIL AMENDMENTS, AND 1" BELOW FINISH
GRADE IN SOD AREAS AFTER INSTALLING SOIL AMENDMENTS. MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT
PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN
THE TOP OF WALL.
4. INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING BEDS AND TREE RINGS. DO NOT INSTALL MULCH WITHIN
6" OF TREE ROOT FLARE.
5. INSTALL 14G, GREEN STEEL EDGING BETWEEN ALL PLANTING BEDS AND TURF AREAS, AND BETWEEN GROUNDCOVERS AND OTHER PLANTS
(WHERE INDICATED ON THE PLAN).
6. HYDROSEED ALL DISTURBED AREAS OUTSIDE OF PROPERTY LIMITS (UNLESS SHOWN AS SOD).
7. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR
TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E.,
MINIMUM PLANT QUANTITIES, PLANTING METHODS, TREE PROTECTION METHODS, ETC.).
8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND
CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE
PLANT QUANTITY AS SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL TAKE
PRECEDENCE.
9. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME
OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER
CHANNELS).
10. PLANTS MAY BE INSPECTED AND APPROVED OR REJECTED ON THE JOBSITE BY THE OWNER OR OWNER'S REPRESENTATIVE.
11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND
FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE
FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING
AND AERATION OF LAWNS, WEEDING, RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL, TREATING FOR INSECTS AND
DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR
WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION
SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION.
12. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHAL BE
RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
13. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR:
A. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT
MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
B. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE.
C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING.
HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE
RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
14. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
QUMUmuehlenbergii Quercus Chinquapinplan Oak 2" cal., 8'-10' high Per 3
PIMU Pinushigh mugo 'Big Tuna' Big Tuna Mugo Pine 3' 4'-5' o.c. 25
JUOG Juniperus x 'Old Gold' Old Gold Juniper #5 cont.4' o.c. 19
CRAMambigua Crataegus Russianplan Hawthorn 2" cal., 8'-10' high Per 4
TBD Detention border seed mix Seed - - - - - -
TBD Detention basin seed mix Seed - - - - - -
- - - Rainaverage Garden Perennial Mix #1 cont.2' o.c. 170 See below for species mix
RAIN GARDEN PLANTS SHALL BE AN EVEN MIX OF THE FOLLOWING SPECIES, IN RANDOM GROUPINGS OF THREE TO SEVEN:
AGASTACHE RUPESTRIS
PENSTEMON MEXICALI 'PIKES PEAK PURPLE'
SCHIZACHYRIUM SCOPARIUM
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(800) 680-6630
1780 Heritage Center Dr., Suite 104
Wake Forest, NC 27587
www.landscape-consultants.net
D E S I G N G R O U P
Celebrating 10 Years
CITY APPROVALS
CONTRACTOR TO CONTACT THE UTILITY
NOTIFICATION CENTER OF COLORADO AT
1-800-922-1987 OR 811 AT LEAST THREE
DAYS BEFORE DIGGING TO LOCATE ALL
UNDERGROUND UTILITIES.
BENCHMARKS
FLOODPLAIN
PROPOSED CHRISTIAN
BROTHERS AUTOMOTIVE
1.857 ACRES IN LOT 1, TRACT A
OF THE SOUTHWEST QUARTER OF
SECTION 1, TOWNSHIP 6 NORTH
FORT COLLINS, CO
PLANTING PLAN
SEE SHEET LP2 FOR
PLANT LEGEND
STEEL EDGING BETWEEN
TURF AND SHRUBS (TYP.)
1 QUMU
3 JUOG
1 QUMU
4 JUOG
1 QUMU
16JUOG CAPY 4
3 GLTR
3 CACL
15 PEPP
15 CAPY
3 RHAR
5 CACL
7 CAPY
3 PIMU
6 PIMU
3 PIMU
4 RHAR
15 CAPY
5 PIMU
9 CAPY
8 PIMU
8 JUOG
6 CACL
8 RHAR
6 GYDI
4 CRAM
6 GYDI
10 GLTR
EXISTING TREES -
PROTECT IN PLACE
RAIN GARDEN ROCK MULCH - 4" THICK LAYER OF 1"-2" COBBLE
OVER LANDSCAPE FABRIC
WATER USE CALCULATIONS
39,316 SF LOW-WATER TURF
39,316 SF X 10 GAL/SF = 393,160 GAL/SF/SEASON
13,927 SF BASIN AND RAIN GARDEN
13,927 SF X 3 GAL/SF = 41,781 GAL/SF/SEASON
3,513 SF SHRUBS
3,513 SF X 3 GAL/SF = 10,539 GAL/SF/SEASON
445,480 GAL / 61,453 SF = 7.25 GAL/SF/SEASON