HomeMy WebLinkAboutSite Plan (30)BFPDPDO NOT ENTERSTOPSTOP VAN DRIVE
THRUBYPASSLANEDRIVE
THRU
6 6 6 6 6
5
S89°51'36"E 242.5'
N90°00'00"W 245.2'S0°00'00"E 260.0'N0°36'00"E 260.6'N. EAGLE ROAD2,862 GROSS S.F ACCESS ROADACCESS ROAD
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 2
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 4
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 5
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 3
1100 WEST IDAHO STREET
SUITE 210
BOISE, ID 83702
PH: 208-845-0089
KH TEAM
19524
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0PERMIT SET9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
Architectural
Solutions Group
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
A 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
2 03/28/25 FOR CONSTRUCTION
MPO
3 04/07/25 WATER METER RFI
4 05/22/25 CURB UPDATES RFI
5 05/30/25 INLET GRADING UPDATE RFI
6 07/09/2025 TAKE 5 GRADING COORDINATION
7 08/13/2025 DRIVE-THRU ISLAND GRADING RFI
8 08/19/2025 NORTH SIDEWALK & LANDSCAPING
GENERAL NOTES
1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN.
2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL
EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN.
3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED
OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PROPOSED LIGHT DUTY CONCRETE
PAVEMENT
PROPOSED LANDSCAPE
PROPOSED ASPHALT PAVEMENT
PROPOSED PARKING STALL COUNT
SITE INFORMATION
TOTAL PROJECT AREA 1.46 ACRES (63,481 S.F.)
TOTAL BUILDING AREA 2,862 SF
EXISTING ZONE GENERAL RETAIL & SERVICE COMMERCIAL
DISTRICT (C-G)
PROPOSED ZONE GENERAL RETAIL & SERVICE COMMERCIAL
DISTRICT (C-G)
BUILDING SETBACK NO SETBACK REQUIRED
PARKING/LANDSCAPE SETBACKS
N EAGLE RD 35' MIN
INTERNAL ACCESS ROAD (NORTH)10' MIN
SOUTH (NEIGHBORING COMMERCIAL)NO SETBACK REQUIRED
EAST (RESIDENTIAL APARTMENTS)10' MIN
REQUIRED PARKING 6 STALLS (1 SPACE PER 500 SF)
TOTAL STALLS 6 STALLS
ADA STALLS 1 STALL
PROPOSED PARKING
TOTAL STALLS 35 STALLS
STANDARD PARKING STALLS 33 STALLS
ADA STALLS 2 STALLS
BIKE STALLS REQUIRED 2 STALLS (1 STALL PER 25 PARKING
STALLS)
BIKE STALLS PROPOSED 2 STALLS
SITE PLAN
C3.00
CONSTRUCTION NOTES
PROPOSED HEAVY DUTY CONCRETE
PAVEMENT
PROPOSED CONCRETE SIDEWALK
PROPOSED REVERSE PAN GUTTER WITH CURB
®
®
8
08/21/25
A-2024-0096
BFPDPDO NOT ENTERSTOPSTOP VAN DRIVE
THRUBYPASSLANEDRIVE
THRU
66 6 6 6
5
S89°51'36"E 242.5'
N90°00'00"W 245.2'S0°00'00"E 260.0'N0°36'00"E 260.6'N. EAGLE ROAD2,862 GROSS S.F ACCESS ROADACCESS ROAD
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 2
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 4
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 5
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 3
1100 WEST IDAHO STREET
SUITE 210
BOISE, ID 83702
PH: 208-845-0089
KH TEAM
19524
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0PERMIT SET9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
Architectural
Solutions Group
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
A 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
2 03/28/25 FOR CONSTRUCTION
MPO
3 04/07/25 WATER METER RFI
4 05/22/25 CURB UPDATES RFI
5 05/30/25 INLET GRADING UPDATE RFI
6 07/09/2025 TAKE 5 GRADING COORDINATION
7 08/13/2025 DRIVE-THRU ISLAND GRADING RFI
8 08/19/2025 NORTH SIDEWALK & LANDSCAPING
GENERAL NOTES
1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN.
2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL
EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN.
3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS
DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED
OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
4. ALL RADII 5.5' UNLESS OTHERWSE NOTED ON PLAN.
LEGEND
PROPERTY LINE
ADJACENT PROPERTY LINE
PROPOSED PARKING STALL COUNT
SITE INFORMATION
DIMENSION
CONTROL PLAN
C3.10
TOTAL PROJECT AREA 1.46 ACRES (63,481 S.F.)
TOTAL BUILDING AREA 2,862 SF
EXISTING ZONE GENERAL RETAIL & SERVICE COMMERCIAL
DISTRICT (C-G)
PROPOSED ZONE GENERAL RETAIL & SERVICE COMMERCIAL
DISTRICT (C-G)
BUILDING SETBACK NO SETBACK REQUIRED
PARKING/LANDSCAPE SETBACKS
N EAGLE RD 35' MIN
INTERNAL ACCESS ROAD (NORTH)10' MIN
SOUTH (NEIGHBORING COMMERCIAL)NO SETBACK REQUIRED
EAST (RESIDENTIAL APARTMENTS)10' MIN
REQUIRED PARKING 6 STALLS (1 SPACE PER 500 SF)
TOTAL STALLS 6 STALLS
ADA STALLS 1 STALL
PROPOSED PARKING
TOTAL STALLS 35 STALLS
STANDARD PARKING STALLS 33 STALLS
ADA STALLS 2 STALLS
BIKE STALLS REQUIRED 2 STALLS (1 STALL PER 25 PARKING
STALLS)
BIKE STALLS PROPOSED 2 STALLS
8
08/21/25
A-2024-0096
VAN
66 6 6 6
5 BFPDPJT JT JT JT JT JTJT JTJT N. EAGLE ROADS89°51'36"E 242.5'
N90°00'00"W 245.2'S0°00'00"E 260.0'N0°36'00"E 260.6'39 LF OF 12" @ 0.20%36 LF OF 18" @ 0.00%
9 LF OF 6" @ 13.43%
22 LF OF 6" @ 2.03%
5 LF OF 6" @ 2.03%
46 LF OF 6" @ 2.03%
46 LF OF 6" @ 1.87%
SEEPAGE BED #2 (5' DEEP)
8 LF OF 6" @ 1.87%
29 LF OF 12" @ 0.48%
58 LF OF 12" @ 1.00%
86 LF OF 18" @ 0.00%
40 LF OF 12" @ 0.20%
2624.21 FL
2624.21 FL
2624.33 FL
2624.31 FL
2624.59 FL
2624.31 FL
2624.59 FL
2624.23 FL
2624.27 FL
2624.63 FL
2624.32 FL
2624.35 FL/HP
2624.65 FL/HP
2623.79 FL/LP
2623.94 FL
2623.72 FL
2623.55 FL
2624.40 FL
2624.11 FL
2624.61 FL
2624.52 FL
2624.63 FL
2624.72 FL
2623.64 FL
2623.51 FL 2623.50 FL
2623.52 FL 2622.36 FL
2622.89 FL/HP
2622.98 FL
2624.12 FL
2624.20 FL
2624.34 FL
2624.61 FL 2624.53 FL
2625.03 FG2625.11 FG
2625.21 FG
2625.09 FG
2625.09 FG
2625.13 FG
2625.15 FG
2625.10 FG
2625.12 FG
2625.19 FG
2625.19 FG
2625.09 FG
2625.03 FG
2625.07 FG
2624.40 FG
2624.30 FG
2624.33 FG
2624.59 FG
2623.83 FL
2623.80 FL
2623.86 FL
2623.65 FL
2623.71 FL
2623.64 FL
2623.50 FL
2623.08 FL
2623.08 FL
2623.77 FL
2623.43 FL
2623.16 FL
2623.64 FL
2622.36 FL
2623.05 FL
2623.59 FL
2622.77 FL
2622.69 FL
2622.45 FL
2622.46 FL
2622.59 FL
2622.59 FL
2621.82 FL 2621.82 FL
2621.62 FL/LP
2622.77 FL
2622.77 FL
2622.60 FL
2623.26 FL
2623.29 FL
2623.31 FL/HP
2623.29 FL/HP
2622.55 FL/HP
2622.84 FL/HP
2623.03 FL/HP
2624.01 ME
2623.55 ME
2623.47 ME 2623.40 ME
2623.60 ME
2623.44 ME
2623.58 ME
2623.38 ME
2623.23 ME
2622.68 ME
2623.07 ME
2622.94 ME
2622.89 ME
2622.79 ME
2622.51 FL
2622.17 FL
2622.15 FL/LP
2622.37 ME
2622.64 FL
2622.66 FL
2622.36 ME
2622.70 ME
2622.55 ME
2622.74 ME
2622.76 ME
2622.81 FL
2622.61 FL
2623.12 FL
2623.60 FL 2623.42 FL
2622.66 FL
2622.23 FL
2622.23 FL
2623.88 FL
2623.42 FL
2623.04 FL
2622.89 FL
2622.73 FL 2623.22 ME
2623.76 FL
2623.62 FL
2624.03 FL
2624.05 FG
2624.46 FG
2624.53 FL
2624.42 FL
2624.59 FL
2624.59 FL 2624.59 FL
2624.59 FL2625.23 FG
2622.79 FL
2622.92 FL
2623.01 FL
2623.11 FL
2623.18 FL
2623.85 FL
2624.31 FG
2624.31 FG
2624.31 FG
2624.31 FG
2624.82 FG
2624.85 FG 2625.09 ME
2625.08 ME
2623.39 FL
2623.33 FL
2,862 GROSS S.F
FFE: 2625.30
2625.22 FG
3 LF OF 6" @ 2.03%
3 LF OF 6" @ 2.03%
26 LF OF 12" @ 0.98%20'83'8'35'2624.18 FL/HP
SEEPAGE BED #1 (5' DEEP)
2624.72 FL/HP
2622.31 FL
2622.21 FL
2622.57 FL
2622.79 FL
35 LF OF 12" @ 1.76%
35 LF OF 12" @ 1.76%
4 LF OF 6" @ 1.87%ACCESS ROADACCESS ROAD
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 2
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 4
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 5
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 3
2624.04 FG
2624.35 FG
7 LF OF 6" @ 1.87%
RIM: 2622.37
INV IN: 2618.37
INV OUT: 2618.37
RIM: 2622.15
INV OUT: 2618.26
RIM: 2622.84
INV IN: 2618.12
INV IN: 2618.12
INV OUT: 2618.12
INV: 2621.30
INV: 2621.30
RIM: 2624.16
INV IN: 2619.70
INV IN: 2619.70
INV OUT: 2618.85
RIM: 2622.98
INV IN: 2618.98
INV OUT: 2618.98
RIM: 2623.79
INV OUT: 2619.79
RIM: 2621.62
INV OUT: 2617.62
RIM: 2622.51
INV IN: 2617.54
INV IN: 2617.54
INV OUT: 2616.69
INV: 2620.42
3
1
2
1
2
2
2
2
2 2
2
2
2
2
3
6
5
2
5
7
7
7
4
2
2
2
1
1
1
4
1
2
8 9
7
2622.37 FL/LP
2
12 LF OF 6" @ 1.87%
INV: 2619.83
5 LF OF 6" @ 9.84%
2
RIM: 2620.46
INV: 2619.91
2624.65 FG
2624.25 FG
2624.47 FG
2624.51 FG
2622.69 FL
2623.10 FG2623.36 FG 2623.95 FG2624.53 FG 2624.73 FG
2624.51 FG
2622.71 FG
2623.50 FL
2623.60 FL
2623.82 FL
2623.70 FL
2623.76 FL
2623.53 FL
2623.09 FL
2623.06 FL
2623.71 SW
2623.63 SW
2624.39 SW
2624.32 SW
2624.75 SW
2624.67 SW
2624.62 SW
2624.54 SW
2624.24 ME
2624.22 ME
2623.76 SW
2623.68 SW
1100 WEST IDAHO STREET
SUITE 210
BOISE, ID 83702
PH: 208-845-0089
KH TEAM
19524
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0PERMIT SET9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
Architectural
Solutions Group
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
A 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
2 03/28/25 FOR CONSTRUCTION
MPO
3 04/07/25 WATER METER RFI
4 05/22/25 CURB UPDATES RFI
5 05/30/25 INLET GRADING UPDATE RFI
6 07/09/2025 TAKE 5 GRADING COORDINATION
7 08/13/2025 DRIVE-THRU ISLAND GRADING RFI
8 08/19/2025 NORTH SIDEWALK & LANDSCAPING
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
ADJACENT PROPERTY LINE
EXISTING IMPROVEMENTS
SAWCUT LINE
GRADE BREAK
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
FINISHED GRADE SPOT ELEVATION
FINISHED FLOOR SPOT ELEVATION
MATCH EXISTING SPOT ELEVATION
FLOW LINE SPOT ELEVATION
HIGH POINT SPOT ELEVATION
ABREVIATIONS
GRADING AND
DRAINAGE PLAN
C4.00
GENERAL NOTES
1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN.
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND
FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL
ENGINEERING REPORT.
ENGINEER: TERRACON
ADDRESS: 11849 W. EXECUTIVE DR, SUITE G
BOISE, ID 83713
PHONE: (208) 323-9520
DATE: JUNE 18, 2024
PROJECT No.: 62245049
4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION
OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
STORM DRAIN NOTES
LOW POINT SPOT ELEVATION
2624.33 FG
2624.33 FFE
2624.33 ME
2624.33 FL
2624.33 HP
2624.33 LP
1
2
3
4
5
6
7
8
9
8
SIDEWALK SPOT ELEVATION2624.33 SW
8
08/21/25
A-2024-0096
BFPDPW WW W W WWWWWC
C
IR
WTR
IRIR
IRIR
C
W W W W W W W W WSSSSCO
C O
CO
CO
CO
COGAS GASGAS GAS GAS GAS GAS GAS GASJT JT JT JT JT JTJT JTJT
S89°51'36"E 242.5'
N90°00'00"W 245.2'S0°00'00"E 260.0'N0°36'00"E 260.6'N. EAGLE ROAD94 LF
41 LF @ 5.00%
8 LF @ 5.00%
23 LF @ 5.00%
10 LF @ 5.00%
59 LF @ 5.00%
7 LF @ 1.83%
3 LF @ 5.00%
4 LF @ 5.00%
79 LF @ 5.00%
4 LF @ 5.00%
3 LF @ 5.00%
6 LF
2,862 GROSS S.F
FFE: 2625.30
INV: 2613.50
INV: 2615.69
RIM: 2623.63
INV: 2616.15
INV: 2615.85 ACCESS ROADACCESS ROADACCESS ROAD
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 2
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 4
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 5
SESSIONS PARKWAY
SUBDIVISION
BLOCK 1, LOT 3
9 LF @ 1.83%
INV: 2615.95
INV: 2617.60
INV: 2617.03
INV: 2620.53
INV: 2620.99
7 LF
2 LF
4 LF
1100 WEST IDAHO STREET
SUITE 210
BOISE, ID 83702
PH: 208-845-0089
KH TEAM
19524
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0PERMIT SET9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
Architectural
Solutions Group
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
A 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
2 03/28/25 FOR CONSTRUCTION
MPO
3 04/07/25 WATER METER RFI
4 05/22/25 CURB UPDATES RFI
5 05/30/25 INLET GRADING UPDATE RFI
6 07/09/2025 TAKE 5 GRADING COORDINATION
7 08/13/2025 DRIVE-THRU ISLAND GRADING RFI
8 08/19/2025 NORTH SIDEWALK & LANDSCAPING
GENERAL NOTES
1. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
2. ALL ABOVE GROUND UTILITY APPURTENANCES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADE
ELEVATIONS.
3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES.
4. PROJECT SHALL COMPLY WITH ALL IDAHO DIVISION OF DRINKING WATER RULES AND REGULATIONS INCLUDING,
BUT NOT LIMITED TO BACKFLOW PROTECTION AND CROSS CONNECTION PREVENTION.
5. PROJECT SHALL COMPLY WITH ALL CITY OF MERIDIAN SPECIFICATIONS AND REQUIREMENTS.
6. ALL CONSTRUCTION IN THE CULINARY WATERLINE AND SANITARY SEWER LINE PIPE ZONE SHALL COMPLY WITH
ALL CITY OF MERIDIAN SPECIFICATIONS AND REQUIREMENTS.
LEGEND
PROPERTY LINE
EXISTING WATER LINE
PROPOSED DOMESTIC WATER SERVICE LINE
PROPOSED SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING POWER LINE
EXISTING SANITARY SEWER LINE
PROPOSED GAS LINE UTILITY PLAN
C5.00
SEWER NOTES
WATER NOTES
DRY UTILITY NOTES
PROPOSED POWER LINE
EXISTING TELECOM LINE
PROPOSED TELECOM LINE
EXISTING PRESSURE IRRIGATION LINE
8
08/21/25
A-2024-0096
DPDO NOT ENTER STOPSTOP VAN DRIVE
THRU BYPASSLANEDRIVE
THRUN EAGLE ROADINTERNAL ACCESS ROAD
INTERNAL ACCESS ROAD 10.0'PRESSURE IRRIGATIONEASEMENT35.0'
EAGLE ROAD
SETBACK
14.0'
PEDESTRIAN PATHWAY
EASEMENT
10.0'
P.U.E
10.0'
PRESSURE IRRIGATION
EASEMENT
15.0'
POWER LINE
EASEMENT
30.0'INGRESS/EGRESSEASEMENT25.0'
LANDSCAPE
BUFFER SSSSCOCOCO
CO
CO
COEXISTING TREE
TO REMAIN, TYP.XX X X X
1 2 3
EXISTING PLANTING
TO REMAIN, TYP.
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0FOR CONSTRUCTIONA 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
03/28/25 FOR CONSTRUCTION
8/19/25LICENSED
LANDSC A P E ARCHITECTSTATEOFIDAHOKORIANNHAUGLA-16750
RMT
RMT
3 05/15/25 CLIENT CHANGES
8/19/25 REVISION PER CITY PLANNER
TREE PRESERVATION NOTES
1. EXISTING TREES TO REMAIN SHALL BE PROTECTED
DURING CONSTRUCTION FROM TREE STRUCTURE
DAMAGE AND COMPACTION OF SOIL UNDER AND
AROUND DRIP LINE (CANOPY) OF TREE.
2. IF ANY ROOT STRUCTURE IS DAMAGED DURING
ADJACENT EXCAVATION / CONSTRUCTION, NOTIFY
OWNER'S AUTHORIZED REPRESENTATIVE
IMMEDIATELY. IT IS RECOMMENDED THAT A LICENSED
ARBORIST BE SECURED FOR THE TREATMENT OF ANY
POSSIBLE TREE WOUNDS.
3. NO DISTURBANCE OF THE SOIL GREATER THAN 4"
SHALL BE LOCATED CLOSER TO THE TREE TRUNK
THAN 1/2 THE DISTANCE OF THE DRIP LINE TO THE
TREE TRUNK. A MINIMUM OF 75% OF THE DRIP LINE
AND ROOT ZONE SHALL BE PRESERVED AT NATURAL
GRADE.
4. ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT
ZONES OF THE PROTECTED TREES MUST BE DONE
WITH LIGHT MACHINERY SUCH AS A BOBCAT OR
LIGHT TRACTOR. NO EARTH MOVING EQUIPMENT
WITH TRACKS IS ALLOWED WITHIN THE CRITICAL
ROOT ZONE OF THE TREES.
5. NO MATERIALS INTENDED FOR USE IN CONSTRUCTION
OR WASTE MATERIALS ACCUMULATED DUE TO
EXCAVATION OR DEMOLITION SHALL BE PLACED
WITHIN THE LIMITS OF THE DRIP LINE OF ANY TREE.
6. NO EQUIPMENT MAY BE CLEANED OR TOXIC
SOLUTIONS, OR OTHER LIQUID CHEMICALS, SHALL BE
DEPOSITED WITHIN THE LIMITS OF THE DRIP LINE OF A
TREE, INCLUDING BUT NOT LIMITED TO: PAINT, OIL,
SOLVENTS, ASPHALT, CONCRETE, MORTAR, PRIMERS,
ETC.
7. NO SIGNS, WIRES OR OTHER ATTACHMENTS, OTHER
THAN THOSE OF A PROTECTIVE NATURE, SHALL BE
ATTACHED TO ANY TREE.
8. NO VEHICULAR / CONSTRUCTION EQUIPMENT TRAFFIC
OR PARKING IS ALLOWED WITHIN THE LIMITS OF THE
DRIP LINE OF TREES.
9. BORING OF UTILITIES MAY BE PERMITTED UNDER
PROTECTED TREES IN CERTAIN CIRCUMSTANCES. THE
MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH
OF THE TREE'S CANOPY AND SHALL BE A MINIMUM
DEPTH OF FORTY-EIGHT (48") INCHES.
10. IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN
THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG
BY HAND AND ENTER THE AREA IN A RADIAL MANNER.
11. ALL TREES TO BE REMOVED FROM THE SITE SHALL BE
FLAGGED BY THE CONTRACTOR WITH BRIGHT RED
VINYL TAPE (3" WIDTH) WRAPPED AROUND THE MAIN
TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
FLAGGING SHALL BE APPROVED BY OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO ANY TREE
REMOVAL. CONTRACTOR SHALL CONTACT OWNER'S
AUTHORIZED REPRESENTATIVE WITH 72 HOURS
NOTICE TO SCHEDULE ON-SITE MEETING.
12. ALL TREES TO REMAIN, AS NOTED ON DRAWINGS,
SHALL HAVE PROTECTIVE FENCING LOCATED AT THE
TREE'S DRIP LINE. THE PROTECTIVE FENCING MAY BE
COMPRISED OF SNOW FENCING, ORANGE VINYL
CONSTRUCTION FENCING, CHAIN LINK FENCE OR
OTHER SIMILAR FENCING WITH A FOUR (4') FOOT
APPROXIMATE HEIGHT. THE PROTECTIVE FENCING
SHALL BE LOCATED AS INDICATED ON THE TREE
PROTECTION DETAIL.
13. WHEN A LOW HANGING LIMB IS BROKEN DURING THE
COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE
IMMEDIATELY. UNDER NO CIRCUMSTANCE SHALL THE
CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED
TREE WITHOUT THE PRIOR APPROVAL BY THE
OWNER'S AUTHORIZED REPRESENTATIVE.4'-0" MIN.3'-0" LIMITS OF DRIPLINE
01 TREE PROTECTIVE FENCING
NOT TO SCALE
REFER TO PLAN FOR
EXISTING TREE TO REMAIN
EXISTING GRADE TO
REMAIN UNDISTURBED
METAL T-POST PLACED NO
FURTHER THAN 8' APART
SNOW FENCE, ORANGE VINYL
CONSTRUCTION FENCE, OR
CHAINLINK FENCE
X
EXISTING TREE
TO BE REMOVED
TREE PROTECTION FENCING
TO REMAIN DURING CONSTRUCTION
REFER TO 01/L1.01
EXISTING TREE
TO REMAIN
EXISTING TREE LEGEND
PLAN
TREE PRESERVATION
L1.010 10 20 40
SCALE: 1" = 20'-0"
N
08/21/25
A-2024-0096
DPC
C
IR
IRIR
C
C
C
IR
IR IR
C
DO NOT ENTERSTOPSTOP VAN DRIVE
THRUBYPASSLANEDRIVE
THRU
666 6 6
5
N EAGLE ROADINTERNAL ACCESS ROAD
INTERNAL ACCESS ROAD 10.0'PRESSURE IRRIGATIONEASEMENT35.0'
EAGLE ROAD
SETBACK
14.0'
PEDESTRIAN PATHWAY
EASEMENT
10.0'
P.U.E
10.0'
PRESSURE IRRIGATION
EASEMENT
15.0'
POWER LINE
EASEMENT
30.0'INGRESS/EGRESSEASEMENT25.0'
LANDSCAPE
BUFFER
2,862 GROSS S.F
FFE: 2625.30
SSSSCOCOCO
CO
CO
COEXISTING TREE
TO REMAIN, TYP.
1 2 3
EXISTING PLANTING
TO REMAIN, TYP.
4
BOX
6
GMS
1
SP
6
GMS
3
DHG
RR
BLDR
3
BB
50
SC
RR
18
BAR
18
BOX
BLDR
6
DHG
10
BB
30
BF
9
BAR
7
GMS
1
RM
BLDR
6
DHG
2
RM
3
FS
6
DHG
2
RM
3
FS
6
DHG
2
RM
3
FS
6
DHG
2
RM
3
FS
3
DHG
1
RM
2
FS
3
DHG
1
RM
2
FS
6
HY
8
LDN
6
MO
3
RO
3
DHG
4
BAR
8
BOX RR 12
GMS
18
HY
5
LDN
7
DHG
6
DHG
10
BAR
5
LDN
8
DHG
BLDR
11
BF
15
SC
3
BB
BLDR
PAV
6
BOX
2
SP
5
HY
6
DHG
7
DMP
19
BAR
9
GMS
BLDR
SOD
25
SC
3
LL
9
BF
SOD
3
KF6
BAR
1
LDN
3
GMS
6
KF
3
SP
3
LDN
6
GMS
2
RB
6
KF
6
KF
3
SP
4
LDN
4
BAR
SOD
SOD
1
RB
3
GMS
4
PR
9
HL
4
KF
1
PVC
BLDR
3
KF
1
RB
3
DW
3
RW
4
HL
2
CA
6
KF
8
HL
1
RB
3
CA
4
KF
5
HL
5
BES
4
RW
G-1
BLDR
2
BES
G-2
SOD
G-2
SOD
3
KF
6
KFG-1
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0FOR CONSTRUCTIONA 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
03/28/25 FOR CONSTRUCTION
8/19/25 LICENSED
LANDSC A P E ARCHITECTSTATEOFIDAHOKORIANNHAUGLA-16750
RMT
RMT
3 05/15/25 CLIENT CHANGES
8/19/25 REVISION PER CITY PLANNER
LANDSCAPE NOTES
1. CONTRACTOR SHALL VERIFY ALL EXISTING AND
PROPOSED SITE ELEMENTS AND NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES. SURVEY DATA
OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS.
2. CONTRACTOR SHALL LOCATE ALL EXISTING
UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE
ARCHITECT OF ANY CONFLICTS. CONTRACTOR SHALL
EXERCISE CAUTION WHEN WORKING IN THE VICINITY
OF UNDERGROUND UTILITIES.
3. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE
AWAY FROM ALL STRUCTURES.
4. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE
FINAL CONTOURS AS INDICATED. LEAVE AREAS TO
RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN
PLANTING AREAS AND 1" BELOW FINAL FINISHED
GRADE IN LAWN AREAS.
5. ALL PLANTING BEDS AND LAWN AREAS SHALL BE
SEPARATED BY STEEL EDGING. NO STEEL EDGING
SHALL BE INSTALLED ADJACENT TO BUILDINGS,
WALKS, OR CURBS. CUT STEEL EDGING AT 45 DEGREE
ANGLE WHERE IT INTERSECTS WALKS AND CURBS.
6. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE
TOP OF WALKS AND CURBS.
7. ALL LAWN AREAS SHALL BE SOLID SOD KENTUCKY
BLUEGRASS FESCUE MIX, UNLESS OTHERWISE NOTED
ON THE DRAWINGS.
8. ALL REQUIRED LANDSCAPE AREAS SHALL BE
PROVIDED WITH AN AUTOMATIC UNDERGROUND
IRRIGATION SYSTEM WITH RAIN AND FREEZE SENSORS
AND EVAPOTRANSPIRATION (ET) WEATHER-BASED
CONTROLLERS AND SAID IRRIGATION SYSTEM SHALL
BE DESIGNED BY A QUALIFIED PROFESSIONAL AND
INSTALLED BY A LICENSED IRRIGATOR.
9. CONTRACTOR SHALL PROVIDE BID PROPOSAL LISTING
UNIT PRICES FOR ALL MATERIAL PROVIDED.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
ALL REQUIRED LANDSCAPE AND IRRIGATION PERMITS.
MAINTENANCE NOTES
1. THE OWNER, TENANT AND THEIR AGENT, IF ANY,
SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR
THE MAINTENANCE OF ALL LANDSCAPE.
2. ALL LANDSCAPE SHALL BE MAINTAINED IN A NEAT
AND ORDERLY MANNER AT ALL TIMES. THIS SHALL
INCLUDE MOWING, EDGING, PRUNING, FERTILIZING,
WATERING, WEEDING AND OTHER SUCH ACTIVITIES
COMMON TO LANDSCAPE MAINTENANCE.
3. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF
TRASH, LITTER, WEEDS AND OTHER SUCH MATERIAL
OR PLANTS NOT PART OF THIS PLAN.
4. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A
HEALTHY AND GROWING CONDITION AS IS
APPROPRIATE FOR THE SEASON OF THE YEAR.
5. ALL PLANT MATERIAL WHICH DIES SHALL BE
REPLACED WITH PLANT MATERIAL OF EQUAL OR
BETTER VALUE.
6. CONTRACTOR SHALL PROVIDE SEPARATE BID
PROPOSAL FOR ONE YEAR'S MAINTENANCE TO BEGIN
AFTER FINAL ACCEPTANCE.
GENERAL LAWN NOTES
1. CONTRACTOR SHALL COORDINATE OPERATIONS AND
AVAILABILITY OF EXISTING TOPSOIL WITH ON-SITE
CONSTRUCTION MANAGER.
2. CONTRACTOR SHALL LEAVE LAWN AREAS 1" BELOW
FINAL FINISHED GRADE PRIOR TO TOPSOIL
INSTALLATION.
3. CONTRACTOR SHALL FINE GRADE AREAS TO ACHIEVE
FINAL CONTOURS AS INDICATED ON CIVIL PLANS.
ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE
AWAY FROM BUILDINGS. PROVIDE UNIFORM
ROUNDING AT TOP AND BOTTOM OF SLOPES AND
OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES
AND AREAS WHERE WATER MAY STAND.
4. ALL LAWN AREAS SHALL BE FINE GRADED, IRRIGATION
TRENCHES COMPLETELY SETTLED AND FINISH GRADE
APPROVED BY THE OWNER'S CONSTRUCTION
MANAGER OR LANDSCAPE ARCHITECT PRIOR TO LAWN
INSTALLATION.
5. CONTRACTOR SHALL REMOVE ALL ROCKS 3/4"
DIAMETER AND LARGER, DIRT CLODS, STICKS,
CONCRETE SPOILS, ETC. PRIOR TO PLACING TOPSOIL
AND LAWN INSTALLATION.
6. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS
UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT
NOT BE LIMITED TO: MOWING, WATERING, WEEDING,
CULTIVATING, CLEANING AND REPLACING DEAD OR
BARE AREAS TO KEEP PLANTS IN A VIGOROUS,
HEALTHY CONDITION.
7. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF
ACCEPTABLE TURF AREA AND SHALL PROVIDE
REPLACEMENT FROM LOCAL SUPPLY IF NECESSARY.
SOLID SOD NOTES
1. PLANT SOD BY HAND TO COVER INDICATED AREAS
COMPLETELY. ENSURE EDGES OF SOD ARE TOUCHING.
TOP DRESS JOINTS BY HAND WITH TOPSOIL TO FILL
VOIDS.
2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN
SURFACE, FREE FROM UNNATURAL UNDULATIONS.
3. WATER SOD THOROUGHLY AS SOD OPERATION
PROGRESSES.
0 10 20 40
SCALE: 1" = 20'-0"
N
CONCRETE PAVER NOTES
1. CONTRACTOR SHALL ADHERE TO THE
MANUFACTURER'S INSTALLATION GUIDELINES,
SPECIFICATIONS, AND ANY OTHER REQUIREMENTS
OUTLINED BY THE MANUFACTURER FOR ALL PAVER
INSTALLATION.
2. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO OBTAIN A COPY OF THE
MANUFACTURER'S SPECIFICATIONS PRIOR TO
COMMENCING ANY WORK.
3. CONCRETE PAVERS SHALL BE:
· BELGARD® LEGACY SERIES
· MODEL: HOLLAND STONE
· PATTERN: HERRINGBONE
· COLOR: CHARCOAL
4. CONTRACTOR SHALL SUBMIT A STANDARD COLOR
SAMPLE BOARD TO THE OWNER'S AUTHORIZED
REPRESENTATIVE FOR FINAL COLOR SELECTION PRIOR
TO PLACING ORDER.
5. THE FINAL COLOR SELECTION SHALL BE MADE BY THE
OWNER'S AUTHORIZED REPRESENTATIVE ON-SITE.
6. CONCRETE PAVERS AVAILABLE FROM:
WWW.BELGARD.COM
7. THE CONTRACTOR SHALL CONSTRUCT A SAMPLE
PANEL 4'-0" BY 4'-0" ON-SITE, AT NO EXPENSE TO THE
OWNER, FOR APPROVAL BY THE OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO
COMMENCING WORK.
8. THE OWNER'S AUTHORIZED REPRESENTATIVE
RESERVES THE RIGHT TO REJECT ANY AND ALL WORK
EXECUTED BY THE CONTRACTOR WHICH DOES NOT
MEET HIS/HER EXPECTATIONS AND THE
MANUFACTURER'S SPECIFICATIONS.
9. THE CONTRACTOR SHALL MAKE ANY MODIFICATIONS
REQUIRED BY THE OWNER'S AUTHORIZED
REPRESENTATIVE AT NO EXPENSE TO THE OWNER.
PLAN
LANDSCAPE
L2.01
08/21/25
A-2024-0096
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0FOR CONSTRUCTIONA 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
03/28/25 FOR CONSTRUCTION
8/19/25LICENSED
LANDSC A P E ARCHITECTSTATEOFIDAHOKORIAN N H
AUGLA-16750
RMT
RMT
3 05/15/25 CLIENT CHANGES
8/19/25 REVISION PER CITY PLANNER
PREPARED SOIL MIX PER
SPECIFICATIONS; TILL 6" MINIMUM
OF PREPARED SOIL MIX INTO
6" DEPTH OF EXISTING SOIL
3/16" X 4" BLACK EDGING,
STAKES ON INSIDE; EDGING SHALL
BE 1/2" MAXIMUM HEIGHT
ABOVE FINISH GRADE
TOP OF MULCH 1/2"
MINIMUM BELOW TOP OF
CONCRETE WALK / CURB
CONCRETE WALK LAWN / FINISH GRADE
NOTE:
NO STEEL EDGING SHALL
BE INSTALLED ALONG
SIDEWALKS OR CURBS
ROOTBALL,
DO NOT DISTURB
NATIVE SOIL
POCKET PLANTING
NOT ALLOWED
SHRUBS / GROUNDCOVER;
REFER TO LANDSCAPE PLAN
TOPDRESS MULCH PER
SPECIFICATIONS; 3" MINIMUM
SETTLED THICKNESS
SCARIFY SIDES
REFER TO LANDSCAPE PLAN
FOR SPACING6"
01 TREE PLANTING DETAIL
NOT TO SCALE 02 SHRUB / GROUNDCOVER DETAIL
NOT TO SCALE
SECTION 32 9300 - LANDSCAPE
PART 1 - GENERAL
1.1 REFERENCED DOCUMENTS
A. Refer to Landscape Plans, notes, details, bidding requirements,
special provisions, and schedules for additional requirements.
1.2 DESCRIPTION OF WORK
A. Work included: Furnish all supervision, labor, materials, services,
equipment and appliances required to complete the work covered
in conjunction with the landscaping covered in these
specifications and landscaping plans, including:
1. Planting (trees, shrubs and grasses)
2. Bed preparation and fertilization
3. Notification of sources
4. Water and maintenance until final acceptance
5. Guarantee
1.3 REFERENCE STANDARDS
A. American Standard for Nursery Stock published by American
Association of Nurserymen: April 14, 2014 Edition; by American
National Standards Institute, Inc. (Z60.1) – plant material
B. American Joint Committee on Horticultural Nomenclature: 1942
Edition of Standardized Plant Names.
C. Idaho Association of Nurserymen, Grades and Standards
D. Hortis Third, 1976 - Cornell University
1.4 NOTIFICATION OF SOURCES AND SUBMITTALS
A. Samples: Provide representative quantities of sandy loam soil,
mulch, bed mix material, gravel, crushed stone, steel edging and
tree stakes. Samples shall be approved by Owner's Authorized
Representative before use on the project.
1.5 JOB CONDITIONS
A. General Contractor to complete the following punch list: Prior to
Landscape Contractor initiating any portion of landscape
installation, General Contractor shall leave planting bed areas
three (3") inches below final finish grade of sidewalks, drives and
curbs as shown on the drawings. All lawn areas to receive solid
sod shall be left one (1") inch below the final finish grade of
sidewalks, drives and curbs. All construction debris shall be
removed prior to Landscape Contractor beginning any work.
B. Storage of materials and equipment at the job site will be at the
risk of the Landscape Contractor. The Owner cannot be held
responsible for theft or damage.
1.6 MAINTENANCE AND GUARANTEE
A. Maintenance:
1. The Landscape Contractor shall be held responsible for the
maintenance of all work from the time of planting until final
acceptance by the Owner. No trees, shrubs, groundcover or
grass will be accepted unless they show healthy growth and
satisfactory foliage conditions.
2. Maintenance shall include watering of trees and plants,
cultivation, weeding spraying, edging, pruning of trees,
mowing of grass, cleaning up and all other work necessary
of maintenance.
3. A written notice requesting final inspection and acceptance
should be submitted to the Owner at least seven (7) days
prior to completion. An on-site inspection by the Owner's
Authorized Representative will be completed prior to written
acceptance.
B. Guarantee:
1. Trees, shrubs and groundcover shall be guaranteed for a
twelve (12) month period after final acceptance. The
Contractor shall replace all dead materials as soon as
weather permits and upon notification of the Owner. Plants,
including trees, which have partially died so that shape, size,
or symmetry have been damaged, shall be considered
subject to replacement. In such cases, the opinion of the
Owner shall be final.
a. Plants used for replacement shall be of the same size
and kind as those originally planted and shall be planted
as originally specified. All work, including materials,
labor and equipment used in replacements, shall carry a
twelve (12) month guarantee. Any damage, including
ruts in lawn or bed areas, incurred as a result of making
replacements shall be immediately repaired.
b. At the direction of the Owner, plants may be replaced
at the start of the next year's planting season. In such
cases, dead plants shall be removed from the premises
immediately.
c. When plant replacements are made, plants, soil mix,
fertilizer and mulch are to be utilized as originally
specified and re-inspected for full compliance with the
contract requirements. All replacements are to be
included under "Work" of this section.
2. The Owner agrees that for the guarantee to be effective, he
will water plants at least twice a week during dry periods
and cultivate beds once a month after final acceptance.
3. The above guarantee shall not apply where plants die after
acceptance because of injury from storms, hail, freeze,
insects, diseases, injury by humans, machines or theft.
4. Acceptance for all landscape work shall be given after final
inspection by the Owner provided the job is in a complete,
undamaged condition and there is a stand of grass in all
lawn areas. At that time, the Owner will assume
maintenance on the accepted work.
C. Repairs: Any necessary repairs under the Guarantee must be
made within ten (10) days after receiving notice, weather
permitting. In the event the Landscape Contractor does not
make repairs accordingly, the Owner, without further notice to
Contractor, may provide materials and men to make such repairs
at the expense to the Landscape Contractor.
1.7 QUALITY ASSURANCE
A. General: Comply with applicable federal, state, county and local
regulations governing landscape materials and work.
B. Personnel: Employ only experienced personnel who are familiar
with the required work. Provide full time supervision by a
qualified foreman acceptable to Landscape Architect.
C. Selection of Plant Material:
1. Make contact with suppliers immediately upon obtaining
notice of contract acceptance to select and book materials.
Develop a program of maintenance (pruning and fertilization)
which will ensure the purchased materials will meet and / or
exceed project specifications.
2. Substitutions: Do not make plant material substitutions. If
the specified landscape material is not obtainable, submit
proof of non-availability to Landscape Architect, together
with proposal for use of equivalent material. At the time
bids are submitted, the Contractor is assumed to have
located the materials necessary to complete the job as
specified.
3. Landscape Architect will provide a key identifying each tree
location on site. Written verification will be required to
document material selection, source and delivery schedules
to site.
4. Measurements: Measure trees with branches and trunks or
canes in their normal position. Do not prune to obtain
required sizes. Take caliper measurements six inches above
ground for trees up to and including 4" caliper size, and
twelve inches above ground for larger sizes. Measure main
body of all plant material of height and spread dimensions,
do not measure from branch or root tip-to-tip.
5. Owner's Authorized Representative shall inspect all plant
material with requirements for genus, species, cultivar /
variety size and quality.
6. Owner's Authorized Representative retains the right to
further inspect all plant material upon arrival to the site and
during installation for size and condition of root balls and
root systems, limbs, branching habit, insects, injuries and
latent defects.
7. Owner's Authorized Representative may reject
unsatisfactory or defective material at any time during the
process work. Remove rejected materials immediately from
the site and replace with acceptable material at no additional
cost to the Owner. Plants damaged in transit or at job site
shall be rejected.
1.8 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Preparation:
1. Balled and Burlapped (B&B) Plants: Dig and prepare
shipment in a manner that will not damage roots, branches,
shape and future development.
2. Container Grown Plants: Deliver plants in rigid container to
hold ball shape and protect root mass.
B. Delivery:
1. Deliver packaged materials in sealed containers showing
weight, analysis and name of manufacturer. Protect
materials from deterioration during delivery and while stored
on site.
2. Deliver only plant materials that can be planted in one day
unless adequate storage and watering facilities are available
on job site.
3. Protect root balls by heeling in with sawdust or other
approved moisture retaining material if not planted within 24
hours of delivery.
4. Protect plants during delivery to prevent damage to root
balls or desiccation of leaves. Keep plants moist at all
times. Cover all materials during transport.
5. Notify Owner's Authorized Representative of delivery
schedule 72 hours in advance job site.
6. Remove rejected plant material immediately from job site.
7. To avoid damage or stress, do not lift, move, adjust to
plumb, or otherwise manipulate plants by trunk or stems.
PART 2 - PRODUCTS
2.1 PLANTS
A. General: Well-formed No. 1 grade or better nursery grown stock.
Listed plant heights are from tops of root balls to nominal tops of
plants. Plant spread refers to nominal outer width of the plant,
not to the outer leaf tips. Plants will be individually approved by
the Owner's Authorized Representative and his decision as to
their acceptability shall be final.
B. Quantities: The drawings and specifications are complementary.
Anything called for on one and not the other is as binding as if
shown and called for on both. The plant schedule is an aid to
bidders only. Confirm all quantities on plan.
C. Quality and size: Plant materials shall conform to the size given
on the plan, and shall be healthy, symmetrical, well-shaped, full
branched and well rooted. The plants shall be free from injurious
insects, diseases, injuries to the bark or roots, broken branches,
objectionable disfigurements, insect eggs and larvae, and are to
be of specimen quality.
D. Approval: All plants which are found unsuitable in growth, or are
in any unhealthy, badly shaped or undersized condition will be
rejected by the Owner's Authorized Representative either before
or after planting and shall be removed at the expense of the
Landscape Contractor and replaced with acceptable plant as
specified at no additional cost to the Owner.
E. Trees shall be healthy, full-branched, well-shaped, and shall meet
the minimum trunk and diameter requirements of the plant
schedule. Balls shall be firm, neat, slightly tapered and well
wrapped in burlap. Any tree loose in the ball or with a broken
root ball at time of planting will be rejected. Balls shall be ten
(10") inches in diameter for each one (1") inch of trunk diameter,
measured six (6") inches above ball. (Nomenclature confirms to
the customary nursery usage. For clarification, the term
"multi-trunk" defines a plant having three (3) or more trunks of
nearly equal diameter.)
F. Pruning: All pruning of trees and shrubs, as directed by the
Landscape Architect prior to final acceptance, shall be executed
by the Landscape Contractor at no additional cost to the Owner.
2.2 SOIL PREPARATION MATERIALS
A. Sandy Loam:
1. Friable, fertile, dark, loamy soil, free of clay lumps, subsoil,
stones and other extraneous material and reasonably free of
weeds and foreign grasses. Loam containing Dallasgrass or
Nutgrass shall be rejected.
2. Physical properties as follows:
a. Clay – between 7-27 percent
b. Silt – between 15-25 percent
c. Sand – less than 52 percent
3. Organic matter shall be 3%-10% of total dry weight.
4. If requested, Landscape Contractor shall provide a certified
soil analysis conducted by an approved soil testing
laboratory verifying that sandy loam meets the above
requirements.
B. Organic Material: Compost with a mixture of 80% vegetative
matter and 20% animal waste. Ingredients should be a mix of
course and fine textured material.
C. Sharp Sand: Sharp sand must be free of seeds, soil particles and
weeds.
D. Mulch: Double Shredded Hardwood Mulch, partially decomposed,
dark brown.
E. Organic Fertilizer: Fertilaid, Sustane, or Green Sense or equal as
recommended for required applications. Fertilizer shall be
delivered to the site in original unopened containers, each
bearing the manufacturer's guaranteed statement of analysis.
F. Commercial Fertilizer: 10-20-10 or similar analysis. Nitrogen
source to be a minimum 50% slow release organic Nitrogen
(SCU or UF) with a minimum 8% sulfur and 4% iron, plus
micronutrients.
G. Peat: Commercial sphagnum peat moss or partially decomposed
shredded pine bark or other approved organic material.
2.3 MISCELLANEOUS MATERIALS
A. Steel Edging: All steel edging shall be 3/16" thick x 4" deep x
16' long with 6 stakes per section, painted black at the factory
as manufactured by The J.D. Russell Company and under its
trade name DURAEDGE Heavy Duty Steel.
B. Staking Material for Shade Trees: refer to details.
C. Gravel: Washed native pea gravel, graded 1 inch to 1-1/2 inch.
D. Filter Fabric: 'Mirafi Mirascape' by Mirafi Construction Products
or approved equal.
E. River Rock: 'Colorado' or native river rock, 2" - 4" dia.
F. Decomposed Granite: Base material shall consist of a natural
material mix of granite aggregate not to exceed 1/8" diameter in
size and shall be composed of various stages of decomposed
earth base.
PART 3 - EXECUTION
3.1 BED PREPARATION & FERTILIZATION
A. Landscape Contractor to inspect all existing conditions and
report any deficiencies to the Owner.
B. All planting areas shall be conditioned as follows:
1. Prepare new planting beds by scraping away existing grass
and weeds as necessary. Till existing soil to a depth of six
(6") inches prior to placing compost and fertilizer. Apply
fertilizer as per Manufacturer's recommendations. Add six
(6") inches of compost and till into a depth of six (6") inches
of the topsoil. Apply organic fertilizer such as Sustane or
Green Sense at the rate of twenty (20) pounds per one
thousand (1,000) square feet.
2. All planting areas shall receive a three (3") inch layer of
specified mulch.
3. Backfill for tree pits shall be as follows: Use existing top soil
on site (use imported topsoil as needed) free from large
clumps, rocks, debris, caliche, subsoils, etc., placed in nine
(9") inch layers and watered in thoroughly.
C. Grass Areas:
1. Blocks of sod should be laid joint to joint (staggered joints)
after fertilizing the ground first. Roll grass areas to achieve
a smooth, even surface. The joints between the blocks of
sod should be filled with topsoil where they are evidently
gaped open, then watered thoroughly.
3.2 INSTALLATION
A. Maintenance of plant materials shall begin immediately after each
plant is delivered to the site and shall continue until all
construction has been satisfactorily accomplished.
B. Plant materials shall be delivered to the site only after the beds
are prepared and areas are ready for planting. All shipments of
nursery materials shall be thoroughly protected from the drying
winds during transit. All plants which cannot be planted at once,
after delivery to the site, shall be well protected against the
possibility of drying by wind and Balls of earth of B & B plants
shall be kept covered with soil or other acceptable material. All
plants remain the property of the Contractor until final
acceptance.
C. Position the trees and shrubs in their intended location as per
plan.
D. Notify the Owner's Authorized Representative for inspection and
approval of all positioning of plant materials.
E. Excavate pits with vertical sides and horizontal bottom. Tree
pits shall be large enough to permit handling and planting
without injury to balls of earth or roots and shall be of such
depth that,when planted and settled, the crown of the plant shall
bear the same relationship to the finish grade as it did to soil
surface in original place of growth.
F. Shrub and tree pits shall be no less than twenty-four (24")
inches wider than the lateral dimension of the earth ball and six
(6") inches deeper than it's vertical dimension. Remove and haul
from site all rocks and stones over three-quarter (34") inch in
diameter. Plants should be thoroughly moist before removing
containers.
G. Dig a wide, rough sided hole exactly the same depth as the
height of the ball, especially at the surface of the ground. The
sides of the hole should be rough and jagged, never slick or
glazed.
H. Percolation Test: Fill the hole with water. If the water level does
not percolate within 24 hours, the tree needs to move to another
location or have drainage added. Install a PVC stand pipe per
tree planting detail as approved by the Landscape Architect if the
percolation test fails. Percolation test to be completed at each
tree or grouping of trees.
I. Backfill only with 5 parts existing soil or sandy loam and 1 part
bed preparation. When the hole is dug in solid rock, topsoil from
the same area should not be used. Carefully settle by watering
to prevent air pockets. Remove the burlap from the top 13 of the
ball, as well as all nylon, plastic string and wire. Container trees
will usually be root bound, if so follow standard nursery practice
of ‘root scoring’.
J. Do not wrap trees.
K. Do not over prune.
L. Mulch the top of the ball. Do not plant grass all the way to the
trunk of the tree. Leave the area above the top of the ball and
mulch with at least three (3") inches of specified mulch.
M. All plant beds and trees to be mulched with a minimum settled
thickness of three (3") inches over the entire bed or pit.
N. Obstruction below ground: In the event that rock, or
underground construction work or obstructions are encountered
in any plant pit excavation work to be done under this section,
alternate locations may be selected by the Owner. Where
locations cannot be changed, the obstructions shall be removed
to a depth of not less than three (3') feet below grade and no
less than six (6") inches below the bottom of ball when plant is
properly set at the required grade. The work of this section shall
include the removal from the site of such rock or underground
obstructions encountered at the cost of the Landscape
Contractor.
O. Trees and large shrubs shall be staked as site conditions require.
Position stakes to secure trees against seasonal prevailing winds.
P. Pruning and Mulching: Pruning shall be directed by the
Landscape Architect and shall be pruned in accordance with
standard horticultural practice following Fine Pruning, Class I
pruning standards provided by the National Arborist Association.
1. Dead wood, suckers, broken and badly bruised branches
shall be removed. General tipping of the branches is not
permitted. Do not cut terminal branches.
2. Pruning shall be done with clean, sharp tools.
3. Immediately after planting operations are completed, all tree
pits shall be covered with a layer of organic material two
(2") inches in depth. This limit of the organic material for
trees shall be the diameter of the plant pit.
Q. Steel Curbing Installation:
1. Curbing shall be aligned as indicated on plans. Stake out
limits of steel curbing and obtain Owners approval prior to
installation.
2. All steel curbing shall be free of kinks and abrupt bends.
3. Top of curbing shall be 12" maximum height above final
finished grade.
4. Stakes are to be installed on the planting bed side of the
curbing, as opposed to the grass side.
5. Do not install steel edging along sidewalks or curbs.
6. Cut steel edging at 45 degree angle where edging meets
sidewalks or curbs.
3.3 CLEANUP AND ACCEPTANCE
A. Cleanup: During the work, the premises shall be kept neat and
orderly at all times. Storage areas for all materials shall be so
organized so that they, too, are neat and orderly. All trash and
debris shall be removed from the site as work progresses. Keep
paved areas clean by sweeping or hosing them at end of each
work day.
END OF SECTION
A.
E.
C. B.
I.
H.
F.
G.
D.
TREE PLANTING DETAIL LEGEND
AND NOTES
A. TREE: TREES SHALL CONFORM WITH
LATEST AMERICAN STANDARD FOR
NURSERY STOCK. www.anla.org
B. TREE PIT: WIDTH TO BE AT LEAST TWO
(2) TIMES THE DIAMETER OF THE ROOT
BALL CENTER TREE IN HOLE & REST
ROOT BALL ON UNDISTURBED NATIVE
SOIL.
C. ROOT BALL: REMOVE TOP 13 BURLAP
AND ANY OTHER FOREIGN OBJECT;
CONTAINER GROWN STOCK TO BE
INSPECTED FOR GIRDLING ROOTS.
D. ROOT FLARE: ENSURE THAT ROOT
FLARE IS EXPOSED, FREE FROM MULCH,
AND AT LEAST TWO INCHES ABOVE
GRADE. TREES SHALL BE REJECTED
WHEN GIRDLING ROOTS ARE PRESENT &
ROOT FLARE IS NOT APPARENT.
E. ROOTBALL ANCHOR RING: REFER TO
MANUFACTURER'S GUIDELINES FOR
SIZING. PLACE ROOTBALL ANCHOR
RING ON BASE OF ROOTBALL, TRUNK
SHOULD BE IN THE CENTER OF THE
RING.
F. 'U' BRACKET.
G. "S"-HOOK: REFER TO MANUFACTURER'S
GUIDELINES FOR SIZING. INSTALL NAIL
STAKES WITH HAMMER OR MALLET
FIRMLY INTO UNDISTURBED GROUND.
DRIVE NAIL STAKES FLUSH WITH "U"
BRACKET ADJACENT TO ROOTBALL (DO
NOT DISTURB ROOTBALL).
H. BACKFILL: USE EXISTING NATIVE SOIL
(no amendments) WATER THOROUGHLY
TO ELIMINATE AIR POCKETS.
I. MULCH: DOUBLE SHREDDED
HARDWOOD MULCH 3 INCH SETTLED
THICKNESS, WITH 2" HT. WATERING
RING; ENSURE THAT ROOT FLARE IS
EXPOSED. BELOW GROUND STAKE
SHOULD NOT BE VISIBLE.
J. TREE STAKES:
TREE STAKE SOLUTIONS 'SAFETY
STAKE' BELOW GROUND MODEL
AVAILABLE FROM:
Tree Stake Solutions
ATTN: Jeff Tuley
(903) 676-6143
jeff@treestakesolutions.com
www.treestakesolutions.com
OR APPROVED EQUAL. TREES SHALL BE
STAKED BELOW GROUND WHERE
NECESSARY; ABOVE GROUND STAKING
IS EXPRESSLY PROHIBITED.
K. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO OBTAIN A COPY
OF THE MANUFACTURER'S
SPECIFICATIONS PRIOR TO
INSTALLATION OF TREE STAKES.
CONTRACTOR SHALL ADHERE TO
MANUFACTURER'S INSTALLATION
GUIDELINES, SPECIFICATIONS, AND
OTHER REQUIREMENTS FOR TREE STAKE
INSTALLATION.
03 CONCRETE PAVERS DETAIL
NOT TO SCALE
CONCRETE PAVER
3 18" MIN. THICKNESS, REFER TO
CONCRETE PAVER NOTES L2.01
BEDDING SAND,
1" - 1 12" DEPTH
COMPACTED AGGREGATE BASE
4" MINIMUM THICKNESS
GEOTEXTILE TURNED
UP AT SIDES
COMPACTED SUBGRADE
PER GEOTECHNICAL REPORT
CONCRETE CURB AND GUTTER,
REFER TO CIVIL PLANS
NOTE: PROVIDE DRAINAGE
FOR BEDDING SAND
AND DETAILS
LANDSCAPE SPECIFICATIONS
L2.02
08/21/25
A-2024-0096
DPVAN
6666 6
5
N EAGLE ROADINTERNAL ACCESS ROAD INTERNAL ACCESS ROAD2,862 GROSS S.F
FFE: 2625.30
1" BACKFLOW DEVICE BY GC
1" WATER METER BY GC
1-1/2" MASTER VALVE BY LIC
23.0
1" V
1
23.0
1" V
4
19.0
1" V
7
11.2
1" V
13
16.0
1" V
16
21.0
1" V
19
12's
18's
15's
15's
17.0
1" V
9
22.5
1" V
18
1" V
16.0
14
11.0
12
16.0
1" V
15
4" SLEEVE 4" SLEEVE
4" SLEEVE 4" SLEEVE
2" SLEEVE
(2) 4" SLEEVES
(2) 4" SLEEVES
1-1/4"1/2"1/2"
3/4"
1/2"
1/2"
1/2"
1/2"
3/4"
3/4"
3/4"
1"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"3/4" 1/2" 1/2"
1/2"
1/2"
1"3/4"1/2"
1/2"
1/2"
1/2"3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
(2) 4" SLEEVES 4" SLEEVE4" SLEEVE 4" SLEEVE4" SLEEVE (2) 4" SLEEVESHCC-2400PL CONTROLLER W/
(VERIFY EXACT LOCATION)
(POWER BY GC)
RAIN/FREEZE SENSOR BY LIC
22.0
1" V
5 2" SLEEVE1/2"
1/2"
8's
10's
23.0
1" V
2
10's
8's
10's
10's12's
1/2"
1/2" 1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
3/4"
1-1/4"
1/2"
1/2"1/2"
1/2"
1/2" 1/2"
1/2" 1/2"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/4"1" 2" SLEEVE1-1/4"1"
1/2"1/2"
1/2"1/2"
1/2" 1/2"
1/2"1/2"
3/4"
3/4"
3/4"
3/4"
3/4"3/4"
3/4"
3/4"
1"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2" 1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
1"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"3/4"
1/2"
1/2"
3/4"2" SLEEVE14.0
1" V
3
1/2" 1/2" 3/4" 3/4" 1-1/4" 1/2"1/2"3/4" 6's
18's
16.5
1" V
6
1/2"
1/2"
1/2" 1/2"1/2"1/2"
3/4"
3/4"
3/4"
3/4"
1-1/4"
10's
22.0
1" V
11
1/2"1/2"
1/2"1/2"1/2"
1/2" 1/2"
1/2" 3/4"
3/4"
15's
22.0
1" V
8
17.5
1" V
10
1"1-1/4"1/2"
1/2"1/2"
1/2"
1/2"1/2"
1/2"
3/4"
3/4"
8's
1" V
1" V
8's
6's
1-1/4" 1/2"1/2"1/2"
1/2"
1/2"1/2"
3/4"
3/4"
1"1"
3/4"3/4"
20.0
1" V
17
8's
8's
8's 3/4"1-1/4"1/2" 1/2"
(2) 4" SLEEVES(2) 4" SLEEVES
1/2"
W M
15's
12's
10H
1/2"
3/4"
3/4"
1"3/4"
10's
3/4" 1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
(2) 4" SLEEVES
1/2"
1/2"
1/2"
3/4"
2" SLEEVE
3/4"3/4"
2" SLEEVE
3/4"
3/4"
1"
1"
8's 8's
8's 8's
1/2"1/2"1/2"1/2"
1/2"
3/4"
3/4"
1"
1/2"
1"
1-1/4"
18.6
1" V
20
1/2"3/4"3/4"
3/4"
1/2"
1/2"1/2"1/2"1/2"
1"
1"
1/2"
1-1/4"
1/2"
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0FOR CONSTRUCTIONA 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
03/28/25 FOR CONSTRUCTION
8/19/25LICENSED
LANDSC A P E ARCHITECTSTATEOFIDAHOKORIANNHAUGLA-16750
SAH
SAH
3 05/15/25 CLIENT CHANGES
8/19/25 REVISION PER CITY PLANNER
0 10 20 40
SCALE: 1" = 20'-0"
N
PLAN
IRRIGATION
L3.01
REFER TO SPEC.
REFER TO SPEC.
HUNTER
MANUFACTURER
QUICK COUPLING
LATERAL PIPING
MAINLINE PIPING
VALVE
CONTROLLER
HUNTER
IRRIGATION LEGEND:
SYMBOL
HIGH-POP SPRAY
LAWN SPRAY HEAD
DESCRIPTION
HUNTER (30 PSI)
HUNTER (30 PSI)
HQ-DNP
3/4" & LARGER - CLASS 200 PVC
HCC-2400 WALLMOUNT WITH
1-1/2" CLASS 200 PVC
PROS-12-CV WITH MPR PLASTIC NOZZLE
PROS-04-CV WITH MPR PLASTIC NOZZLE
MODEL NO.
SHRUB SPRAY HUNTER (30 PSI)PLASTIC ADAPTER WITH MPR PLASTIC
WIRELESS SOLAR SENSOR
HEAD
HEAD
1/2" - CLASS 315 PVC
ON HUNTER SJ SWING JOINT
ON HUNTER SJ SWING JOINT
NOZZLE UNLESS NOTED OTHERWISE
BUBBLER HEAD HUNTER (30 PSI)PCB-50 PLASTIC BUBBLER NOZZLE ON
HUNTER SJ SWING JOINT
BUBBLER HEAD HUNTER (30 PSI)PCB-10 PLASTIC BUBBLER NOZZLE ON
HUNTER SJ SWING JOINT
REMOTE CONTROL HUNTER PGV, REFER TO PLAN FOR SIZE
VALVE
FEBCORPZ BACKFLOW
GPM (APPROX.)
STATION NUMBER
PREVENTER
VALVE SIZE
860, REFER TO PLAN FOR SIZE
HUNTERMASTER VALVE PGV, REFER TO PLAN FOR SIZEM
REFER TO SPEC.WATER METER PER LOCAL BUILDING CODEW
8B
8Q
8'
8'
.6
.4
RADIUS
8H
10Q
10B
10H
10F
8F
8'
10'
10'
10'
10'
8'
12F
12E
12C
12H
12B
12Q
12'
12'
12'
12'
12'
12'
15Q
15B
15H
15C
15E
15F
15'
15'
15'
15'
15'
15'
NOZZLE
SPRAY HEADS:
FLOW CHART
.9
.4
.6
.9
1.7
1.7
2.9
2.2
1.9
1.4
1.0
.7
1.0
1.4
2.0
2.7
3.1
4.1
GPM
FLOW/GPM:
0 - 4.0
4.1 - 9.5
9.6 - 14.5
14.6 - 27.0
1/2"
3/4"
1"
1-1/4"
PIPE SIZE:
35.1 - 55.0
27.1 - 35.0 1-1/2"
2"
PIPE SIZE CHART
18F 18'6.5
18F 18'4.5
18Q 18'2.5
6V 6'.5
HIGH POP END HUNTER (30 PSI)PROS-12-CV WITH 15EST PLASTIC NOZZLE
ON HUNTER SJ SWING JOINT
HIGH POP CENTER HUNTER (30 PSI)PROS-12-CV WITH 15SST PLASTIC NOZZLE
ON HUNTER SJ SWING JOINT
STRIP SPRAY HEAD
STRIP SPRAY HEAD
08/21/25
A-2024-0096
DRAWN BY:
CHECKED BY:
ARCH. PROJECT NO.:
SHEET NAME:
SHEET NUMBER:
REV DATE DESCRIPTION
SEAL:
CONSULTANT:RESTAURANT NO.: RAISING CANE'S#C12182700 N EAGLE RDMERIDIAN, ID 83646 RAC24025.0PROTOTYPE P6-AVSCHEME AVERSION 2024-1.0FOR CONSTRUCTIONA 01/13/2025 BUILDING DEPT. COMMENTS
80% REVIEW TO CLIENT10/15/2024
9540 MAROON CIRCLE
ENGLEWOOD, CO 80112
SUITE 260
PHONE: 303.223.7955
EMAIL: jhughes@pmdginc.com
CONTACT: Jon Hughes
KEN MCCRACKEN, ARCHITECT
1st BUILDING SUBMITTAL11/22/2024
BID Set1/22/25
1 01/24/25 BID AGENDA #1
03/28/25 FOR CONSTRUCTION
8/19/25LICENSED
LANDSC A P E ARCHITECTSTATEOFIDAHOKORIANNHAUGLA-16750
SAH
SAH
3 05/15/25 CLIENT CHANGES
8/19/25 REVISION PER CITY PLANNER
AND DETAILS
IRRIGATION SPECIFICATIONS
L3.02
SHRUB SPRAY HEAD
AS REQUIRED) TO BE 12" OVER
1/2" PLASTIC RISER (LENGTH) AS
C X FIP ADAPTER
1/2" SCH. 80 PIPE 4" (MIN.)
SHRUB SPRAY HEAD
WALLMOUNT CONTROLLER
NOTES:
1. REFER TO MANUFACTURER'S MANUAL
FOR MOUNTING INSTRUCTIONS
2. INSTALL WIRING (PER LOCAL CODE)
3. INSTALL CONDUIT W/ SWEEP FITTINGS
AND PULL WIRE
CONTROLLER
JUNCTION BOX
2" PVC CONDUIT FOR VALVE WIRING
120 VOLT WIRE CONDUIT PER
LOCAL CODE
TOP OF NEW PLANT
18" OR 24"
WIRING
1. TAPE & BUNDLE WIRING AT 10'-0" INTERVALS
TRENCHING DETAIL
PVC MAINLINE
12"
MAINLINE, LATERAL, AND WIRING
SPEC.
REF
HIGH-POP SPRAY HEAD
PVC LATERAL PIPE (SIZE
AS NOTED ON DRAWING)
HIGH-POP SPRAY HEAD, INSTALL
1/4" ABOVE FINISH GRADE
PVC LATERAL LINE, 45 DEGREE ELL
TO REQUIRED DEPTH
REMOTE CONTROL VALVE
PVC MAINLINE
WATERPROOF WIRE CONNECTORS
1" DIA. WIRE COIL - 24" LONG
LAWN SPRAY HEAD
HUNTER FLEXSG TUBING
LAWN POP-UP SPRAY HEAD,
SET AT FINISH GRADE
BRICK WALL
WIRELESS RAIN AND FREEZE SENSOR
FINISH GRADE
FINISH GRADE
FINISH GRADE FINISH GRADE
10" ROUND HIGHLINE VALVE BOX WITH
GREEN LID SET AT FINISH GRADE
WALLMOUNT SENSOR
90 STREET ELL MIPT X SLIP X 1/2"
NOTES:
1. 24 VOLT LEAD AND COMMON VALVE WIRING SHALL BE A MINIMUM OF UF-14 GA. SINGLE CONDUCTOR. WIRE
SPLICES SHALL BE 3M-DBY PERMANENT AND WATERPROOF PER THE SPECIFICATIONS.
2. COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LANDSCAPE CONTRACTOR TO ENSURE ALL
PLANT MATERIAL WILL BE WATERED IN ACCORDANCE WITH THE INTENT OF THE PLANS AND
SPECIFICATIONS.
3. LATERAL PIPING SHALL HAVE A MINIMUM OF 12" OF COVER. MAINLINE AND PIPING UNDER PAVING SHALL
HAVE A MINIMUM OF 18" OF COVER. ALL FITTINGS TO BE SCHEDULE 40 PVC. MINIMUM DISTANCE BETWEEN
MAIN LINE AND LATERAL LINE FITTINGS (EXCEPT FOR REDUCER BUSHINGS) TO BE EIGHTEEN (18") INCHES
AND MINIMUM HORIZONTAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN ANY VALVES THAT ARE
INSTALLED SIDE BY SIDE. USE SOLVENT WELD PVC GLUE AND PURPLE PRIMER FOR PVC CONNECTIONS.
PIPING AND VALVES IN PAVING SHOWN FOR CLARITY, INSTALL IN ADJACENT PLANTING BED OR LAWN AREA.
SIZE ALL LATERAL PIPING PER MANUFACTURER'S RECOMMENDATIONS OF NOT EXCEEDING 5 FPS.
REFERENCE PIPE SIZE CHART.
4. CONNECT SPRAYS AND BUBBLER HEADS TO LATERAL PIPING WITH HUNTER 1/2" SJ SWING JOINT.
5. INSTALL QUICK COUPLING VALVES IN TWELVE BY SEVENTEEN (12"x17") INCH HIGHLINE VALVE BOX.
CONNECT QUICK COUPLING VALVES TO MAINLINE PIPE WITH HUNTER HSJ SWING JOINT. SUPPLY OWNER
WITH ONE (1) COUPLER KEY WITH SWIVEL HOSE BIBB EACH. VALVES TO BE INSTALLED SO THAT TOP OF
QUICK COUPLER IS 2" BELOW BOTTOM OF VALVE BOX TOP.
6. PERFORM ELECTRICAL WORK IN ACCORDANCE WITH LOCAL BUILDING CODE. POWER (120V) SHALL BE
LOCATED IN A JUNCTION BOX AND HARDWIRED WITHIN FIVE (5') FEET OF CONTROLLER LOCATION BY
GENERAL CONTRACTOR.
7. INSTALL REMOTE CONTROL VALVES AND WIRE SPLICES IN TEN (10") INCH ROUND HIGHLINE VALVE BOXES.
INSTALL REMOTE CONTROL DRIP KITS IN TWELVE BY SEVENTEEN (12"x17") INCH HIGHLINE VALVE BOXES.
8. INSTALL SLEEVES UNDER ALL HARDSCAPE SURFACES SUCH AS ROADS, DRIVES, WALKS, ETC. WHETHER
SHOWN OR NOT. SLEEVES SHALL BE CLASS 200 PVC, SIZED AS NOTED ON PLANS AND INSTALLED BY
IRRIGATION CONTRACTOR.
9. ADJUST NOZZLES FOR SITUATIONS THAT REQUIRE LESS THAN 90 DEGREE RADIUS SPRAY. THIS MAY
REQUIRE ADJUSTABLE NOZZLES. NO OVERSPRAY ALLOWED ON ANY HARDSCAPE SURFACES.
10. DESIGN PRESSURE IS 56.0 PSI. STATIC PRESSURE IS 65 PSI. VERIFY STATIC PRESSURE. IF STATIC
PRESSURE IS LESS THAN STATED DO NOT START WORK UNTIL NOTIFIED TO PROCEED.
11. LOCATE ALL MAINLINES, VALVES, OR CONTROL WIRES SHALL BE LOCATED AND INSTALLED OUTSIDE ROW.
12. PROVIDE ALL LABOR AND MATERIAL NECESSARY TO HAND DIG WITHIN ALL EXISTING TREE ROOT ZONES.
STAKE DITCHES AND RECEIVE APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO TRENCHING OR
DIGGING.
13. THIS IRRIGATION SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL
LAWS, ORDINANCES, RULES, REGULATIONS OR ORDERS WHETHER SHOWN OR NOT. THESE LAWS,
ORDINANCES, RULES, REGULATIONS OR ORDERS SUPERCEDE THE PLANS, DETAILS, AND/OR
SPECIFICATIONS FOR THIS PROJECT.
14. INSTALL ALL REQUIRED EQUIPMENT NECESSARY TO WINTERIZE THE SYSTEM PER LOCAL CODES.
PVC LATERAL PIPE (SIZE
AS NOTED ON DRAWING)
PVC LATERAL
WASHED PEA GRAVEL
NOT TO SCALE C SHIDC
NOT TO SCALE C SHIDCNOT TO SCALE C SHIDC NOT TO SCALE C SHIDC
PVC PIPE
PCB PLASTIC BUBBLER
PIPE INSTALLED ABOVE
NOZZLE ON 1/2" IPS FLEX
TREE BUBBLER
FINISH GRADE
FLOW/GPM:
0 - 4.0
4.1 - 9.5
9.6 - 14.5
14.6 - 27.0
1/2"
3/4"
1"
1-1/4"
PIPE SIZE:
35.1 - 55.0
27.1 - 35.0 1-1/2"
2"
NOT TO SCALE C SHIDC
NOT TO SCALE C SHIDC NOT TO SCALE C SHIDC
NOT TO SCALE C SHIDC
REMOTE CONTROL VALVE
PVC PIPE SIZE CHART
NOT TO SCALE C SHIDC
PVC LATERAL PIPE
(SIZE NOTED ON PLAN)
HUNTER FLEXSG TUBING
EQUIPMENT
25' 1" SERVICE LINE
1" WATER METER
2.0
2.5
LOSS
300' 1-1/2" MAINLINE
1-1/2" MASTER VALVE
1" BACKFLOW DEVICE
2.5
12.0
2.5
DESIGN PRESSURE LOSS
NOT TO SCALE C SHIDC
CONTROL VALVE 2.5
ZONE
LATERALS/FITTINGS
30.0
2.0
TOTAL 56.0
QUICK COUPLING VALVE
WORM GEAR CLAMPS
TWO (2) STAINLESS STEEL
1" DIA. X 36" GALVANIZED
STEEL PIPE SUPPORT
SWING JOINT ASSY.
QUICK COUPLING VALVE W/ BALL VALVE
1" LASCO UNITIZED O-RING
FINISH GRADE
PVC MAINLINE
WASHED PEA GRAVEL
NOT TO SCALE C SHIDC
12"x17" HIGHLINE VALVE BOX WITH
PURPLE LID, SET AT FINISH GRADE
INCREASE 1" CW TO 1-1/4" WATER LINE
REDUCE PRESSURE ZONE ASSYEMBLY
1" WATER METER AND SETTING IN
WATER SOURCE LAYOUT
NOT TO SCALE C SHIDC
MASTER VALVE
PVC MAINLINE
ACCORDANCE WITH REGULATIONS
OF LOCAL WATER AUTHORITY
AFTER BACKFLOW PREVENTER. VALVE
VALVE AND CAP FOR EXTENSION BY SITE
CONTRACTOR FOR IRRIGATION SYSTEM.
08/21/25
A-2024-0096