HomeMy WebLinkAboutINFRASTRUCTURE Rev 2 11.13.23 - 23-00605 - Dutch Bros - New BldgDRAWING INDEX:
REVISION:12345
GENERAL INFORMATION:
G0.0 COVER SHEET
G0.1
ACCESSIBILITY INDEX/
PREFERRED VENDOR LIST/
KITCHEN EQUIPMENT SUPPLIER LIST
G1.0 SPECIFICATIONS
G1.1 SPECIFICATIONS
G1.2 SPECIFICATONS
G1.3 SPECIFICATONS
G1.4 SPECIFICATONS
G1.5 SPECIFICATONS
CIVIL:
C1.0 COVER SHEET
1 OF 1 ALTA/ TOPO SURVEY
C1.1 DEMOLITION AND EROSION PLAN
C2.0 SITE PLAN
C2.1 HORIZONTAL CONTROL
C3.0 GRADING PLAN
C3.1 DRAINAGE PLAN
C4.0 UTILITY PLAN
C5.0 CIVIL DETAILS
LANDSCAPE:
LP-1 LANDSCAPE PLAN
LP-2 LANDSCAPE NOTES AND DETAILS
LI-1 IRRIGATION PLAN
LI-2 IRRIGATION NOTES AND DETAILS
LI-3 IRRIGATION SPECIFICATIONS
SITE PLAN:
SP1.0 SITE PLAN X
SP1.1 SITE SIGNAGE DETAILS
SP1.2 BUILDING SIGNAGE DETAILS
ARCHITECTURAL:
A1.0 EQUIPMENT/ ENLARGED COOLER/
FIRE LIFE SAFETY PLAN
A1.1 EQUIPMENT SCHEDULE
A1.2 IT/ LIGHTING/ PLUMBING/ TABLE
SCHEDULES
A2.0 PARTITION/ FINISH PLAN
A2.1 FLOOR TILE PLAN & DETAILS
A3.0 REFLECTED CEILING PLAN
A3.1 AWNING/ CANOPY DETAILS
A4.0 ROOF PLAN
A5.0 INTERIOR ELEVATIONS
A5.1 INTERIOR ELEVATIONS -
EQUIPMENT
A6.0 BUILDING ELEVATIONS
A7.0 BUILDING SECTIONS
A7.1 WALL SECTIONS
A7.2 WALL SECTIONS
A8.0 BUILDING DETAILS
A8.1 WINDOW AND DOOR DETAILS
A9.0 TRASH ENCLOSURE PLAN/
ELEVATIONS X
A9.1 TRASH ENCLOSURE DETAILS
REVISION:12345
STRUCTURAL:
S0.1 STRUCTURAL - SIGNAGE
S0.2 STRUCTURAL - SIGNAGE
S0.3 STRUCTURAL - SIGNAGE
S1.1 GENERAL NOTES X
S1.2 GENERAL NOTES
S1.3 GENERAL NOTES
S1.4 TYPICAL DETAILS
S1.5 TYPICAL DETAILS
S1.6 TYPICAL DETAILS
S1.7 TYPICAL DETAILS
S2.0 STRUCTURAL SITE PLAN
S2.1 FOUNDATION PLAN
S2.2 FOUNDATION SECTIONS
S2.3 ROOF FRAMING PLAN
S2.4 FRAMING SECTIONS
ELECTRICAL:
E0.01 ELECTRICAL SITE PLAN
E1.01 LIGHTING PLAN
E2.01 POWER PLAN
E2.02 SPECIAL SYSTEMS FLOOR PLAN
E3.01 PANEL SCHEDULES X
E4.01 ELECTRICAL SPECIFICATIONS
MECHANICAL:
M1.0 MECHANICAL PLANS
M1.1 C02 ALARM PLAN
M2.0 MECHANICAL DETAILS
M3.0 MECHANICAL SPECIFICATIONS
PLUMBING:
P1.0 PLUMBING SCHEDULE &
SPECIFICATIONS X
P2.0 PLUMBING WASTE/ VENT FLOOR
PLAN
P3.0 PLUMBING SUPPLY FLOOR PLAN
P4.0 PLUMBING ISOMETRIC PLANS
P5.0 PLUMBING DETAILS
P6.0 PLUMBING SPECIFICATIONS &
FILTER SCHEMATICS
SEE PREFERRED VENDOR LIST ON SHEET G0.1
UTILITY REQUIREMENTS
FULL ELECTRIC
DESIGN (NO GAS)
600A, 120/208V, THREE PHASE, 4-WIRE,
GROUNDED ELECTRICAL SERVICE
DOMESTIC WATER
3/4" MINIMUM, OR AS REQUIRED PER
LOCAL CODE. 50-60 PSI MEASURED AFTER
METER.
IRRIGATION
WATER
3/4" MINIMUM, OR AS REQUIRED PER
LOCAL CODE
FIRE WATER 2" MINIMUM, OR AS REQUIRED BY LOCAL
CODE, IF APPLICABLE
SEWER 4" MINIMUM, OR AS REQUIRED PER LOCAL
CODE
STORM WATER AS REQUIRED PER LOCAL CODE
CABLE INTERNET 50 MBPS MINIMUM DOWNLOAD SPEED,
10 MBPS MINIMUM UPLOAD SPEED;
ELECTRICAL OPTION w/ GAS:
ELECTRICAL 400A, 120/208V, 3-PHASE, 4-WIRE,
GROUNDED ELECTRICAL SERVICE
GAS 630,000 BTUH HEATING CAPACITY
METERED SERVICE
COVER SHEET
G0.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
11.10.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
IMAGE FOR GENERAL ILLUSTRATIVE PURPOSES
ONLY - ACTUAL BUILDING DESIGN MAY DIFFER
DUTCH BROS COFFEE - ID0906
NEW FREESTANDING STORE
855 W. MAIN ST.
REXBURG, ID 83440
MADISON COUNTY
PROJECT STATISTICS:
SCOPE
NEW CONSTRUCTION FOR DUTCH BROS COFFEE LOCATED AT:
855 W. MAIN ST.
REXBURG, ID 83440
THE BUILDING CONSISTS OF (1) DRIVE-THRU SERVICE WINDOW AND (1)
WALK-UP SERVICE WINDOW; NO INDOOR OR OUTDOOR SEATING IS
PROVIDED. SITE DEVELOPMENT INCLUDES A SMALL PARKING AREA, (2)
DRIVE AISLES, AND A TRASH ENCLOSURE AREA. THE PARCEL IS
CURRENTLY VACANT AND IS LOCATED SOUTH OF MAIN STREET AND EAST
OF PIONEER ROAD.
PARCEL DATA:
PARCEL #; RPRXBCA0252421
AREA: 40,960SQ. FT. (.94 ACRES)
ZONING: CBC (COMMUNITY BUSINESS CENTER)
ZONING OVERLAY: N/A
CODE SUMMARY:
BUILDING CODE 2018 IBC
ELECTRICAL CODE 2018 NEC
MECHANICAL CODE 2018 IMC
PLUMBING CODE 2017 ISPC (IDAHO STATE PLUMBING CODE)
FIRE CODE 2018 IFC (IDAHO FIRE CODE)
ENERGY CODE 2018 IECC
CLIMATE ZONE: 6B
ACCESSIBILITY CODE ANSI 117.1
BUILDING CONSTRUCTION DATA:
CONSTRUCTION TYPE: V-B
AUTOMATIC SPRINKLER SYSTEM: NO
PROPOSED BUILDING HEIGHT: 24'-0"
MAXIMUM ALLOWABLE HEIGHT: 65'-0"
PROPOSED STORIES: 1
MAXIMUM STORIES: N/A
BASEMENT: NO
TOTAL FLOOR AREA: 950 S.F. GROSS
MAXIMUM ALLOWABLE AREA: N/A
FIRE-RESISTANCE RATING
FOR STRUCTURAL ELEMENTS: 0 HOURS
(PER IBC TABLE 601)
BUILDING OCCUPANCY DATA:
OCCUPANCY CLASSIFICATION:GROUP B (BUSINESS)
GROSS AREA: 950 S.F.
LOAD FACTOR: 1/150
OCCUPANT LOAD: 6.33
TOTAL OCCUPANT LOAD: 7
EXITS:
TOTAL EXITS: 1
7 (OCCUPANT LOAD) X .2" / PERSON: 1.40 INCHES
EXIT WIDTH PROVIDED: 40 INCHES
MAXIMUM EXIT ACCESS
TRAVEL DISTANCE: 75 FEET
TOILETS:
TOTAL NUMBER OF TOILET FACILITIES: 1 PROVIDED
IBC 1104.1 SITE ARRIVAL POINTS.
AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE PROVIDED
FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING,
ACCESSIBLE PASSENGER LOADING ZONES, AND PUBLIC STREETS OR
SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE SERVED.
IBC 1104.2 WITHIN A SITE.
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE
BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS AND
ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
VICINITY MAP1
NOT TO SCALE
N
PROJECT DIRECTORY:
DEVELOPER
MILK CRATE DEVELOPMENT, LLC.
4828 E. 1250 S.
HERBER, UT 84032
DAN RICHARDSON
D.RICHARDSON@MILKCRATEDEV.COM
(530) 864-2148
TENANT
DUTCH BROS COFFEE
110 SW 4TH STREET
GRANTS PASS, OR 97526
ATTN: RUSS ORSI, CONSTRUCTION MANAGER
RUSS.ORSI@DUTCHBROS.COM
(916) 765-7270
ARCHITECT OF RECORD
GNICH ARCHITECTURE STUDIO, LLC
AN OREGON LIMITED LIABILITY COMPANY
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
ATTN: DUSTIN HENION, PROJECT MANAGER
DUSTINH@GNICHARCH.COM
(971) 346-2526
CIVIL ENGINEER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE S
KENT, WA 98032
ATTN:JOSHUA A. HARLAN, P.E., PRINCIPAL ENGINEER
JHARLAN@BARHAUSEN.COM
(425) 251-6222
STRUCTURAL ENGINEER
CASE ENGINEERING, INC.
796 MERUS COURT
ST. LOUIS, MO 63026
ATTN: STEPHEN J. SACCO, PRINCIPAL
SSACCO@CASEENGINEERINGINC.COM
(636) 349-1600
ELECTRICAL/ MECHANICAL/ PLUMBING
ENGINEER
CASE ENGINEERING, INC.
796 MERUS COURT
ST. LOUIS, MO 63026
ATTN: MATT CASE, MECHANICAL ENGINEER
MCASE@CASEENGINEERINGINC.COM
(636) 349-1600
GEOTECHNICAL ENGINEER
ATLAS TECHNICAL CONSULTANTS, LLC
484 EASTLAND DRIVE SOUTH, SUITE 103
TWINS FALLS, ID 83301
ATTN:ETHAN SALOVE, PE
(208) 733-5323
SYMBOL LEGEND
SUBMITTALS BY OTHERS:
EXTERIOR SIGNAGE
SIGN VENDOR SHALL BE RESPONSIBLE FOR PREPARING DRAWINGS AND
OBTAINING SEPARATE SIGNAGE PERMITS AS REQUIRED BY LOCAL
JURISDICTION.
FIRE ALARM & SPRINKLER SYSTEM (IF APPLICABLE)
DESIGN TEAM/ ARCHITECT SHALL BE RESPONSIBLE FOR PREPARING
DRAWINGS AND OBTAINING ALL BUILDING PERMITS AS REQUIRED BY
LOCAL JURISDICTION.
NOTE: I/ WE UNDERSTAND THAT I/ WE WILL NOT BE AUTHORIZED FOR ANY
INSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THE
SUBMITTAL AND APPROVAL OF PLANS AND/ OR CALCULATIONS FOR
THOSE DEFERRED ITEMS.
BULK CARBONATION (CO2) SYSTEM
VENDOR SHALL BE RESPONSIBLE FOR PREPARING DRAWINGS AND
OBTAINING SEPARATE CO2 SYSTEM PERMITS AS REQUIRED BY LOCAL
JURISDICTION.
GENERAL REQUIREMENTS:
1. ANY DISCREPANCIES IN DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE DUTCH BROS CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION, AND IF NOT CLARIFIED, THE
CONTRACTOR SHALL ASSUME THE MOST STRINGENT REQUIREMENTS INDICATED.
2. THE CONTRACTOR SHALL PROVIDE THE DUTCH BROS CONSTRUCTION MANAGER/ ARCHITECT WITH
SCHEDULING INFORMATION PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND WILL UPDATE THE
SCHEDULE AS NECESSARY TO REFLECT ANY CHANGES IN ACTIVITIES AND MILESTONES.
3. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ANY AND ALL APPLICABLE CODES,
RULES AND LAWS, AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ALL DIMENSIONS SHALL BE
FIELD VERIFIED. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK
AND VERIFY ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE DUTCH BROS
CONSTRUCTION MANAGER/ ARCHITECT.
4. SUBMIT FOR APPROVAL, PRIOR TO FABRICATION OR PURCHASE, SHOP DRAWINGS AND/OR
SAMPLES FOR ITEMS AS REQUESTED BY THE CONSTRUCTION MANAGER AND/OR ARCHITECT.
5. UNLESS NOTED, EXISTING CONSTRUCTION, MATERIALS AND FINISHES SHALL REMAIN. ANY DAMAGE
DONE TO THESE ITEMS SHALL BE REPAIRED TO THE ORIGINAL CONDITION BY A MEANS APPROVED BY
THE OWNER.
6. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL GOVERNMENTAL CODES, LAWS AND
REGULATIONS. ALL MATERIAL SHALL MEET FLAME SPREAD AND SMOKE CONTRIBUTION
REQUIREMENTS OF THE LOCALLY ADOPTED BUILDING CODE, AND AS NOTED IN THE CONTRACT
DOCUMENTS.
7. THE DRAWINGS SHALL SERVE AS WORKING DRAWINGS FOR THE GENERAL LAYOUT OF THE VARIOUS
ITEMS OF EQUIPMENT. HOWEVER, LAYOUT OF EQUIPMENT, ACCESSORIES, SPECIALTIES (INCLUDING
FURNITURE), AND CONDUIT SYSTEMS ARE DIAGRAMMATIC UNLESS SPECIFICALLY DIMENSIONED. IF
ADDITIONAL JUNCTION BOX, PULL-BOX, OR OTHER DEVICES ARE REQUIRED TO COMPLETE AN
INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF THE ADDITIONAL
WORK AND COST PRIOR TO PROCEEDING.
8. ALL SHOP DRAWINGS PREPARED BY THE MANUFACTURER MUST BE REVIEWED BY THE
CONTRACTOR. THE CONTRACTOR'S STAMP OF APPROVAL AND DATE MUST BE INCLUDED ON ALL
SUBMITTED MATERIALS ALONG WITH THE PROJECT NAME. SUBMITTALS NOT CONTAINING THE ABOVE
INFORMATION WILL BE RETURNED WITHOUT ACTION. THE REVIEW OF SHOP DRAWINGS DOES NOT
RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR DEVIATIONS FROM
THE CONTRACT DOCUMENTS, UNLESS THEY ARE CALLED OUT IN WRITING AT THE TIME OF
SUBMISSION AND WRITTEN ACCEPTANCE. THE ENGINEER IS RESPONSIBLE FOR DETAILS, SIZE OF
MEMBERS AND QUANTITIES IN SHOP DRAWINGS, BASED ON INFORMATION PROVIDED ON THE
ENGINEERED PLANS; OMISSIONS OF COMPONENTS OR FITTINGS; AND FOR COORDINATING ITEMS
WITH ACTUAL BUILDING CONDITIONS AND ADJACENT WORK. ERRORS AND OMISSIONS DISCOVERED
AT A LATER TIME WILL BE CONSIDERED NON CONFORMING WORK.
9. THE CONTRACTOR SHALL MAINTAIN ON THE SITE AN UP-TO-DATE COMPLETE "RECORD" SET OF
PRINTS WHICH ARE CORRECTED DAILY WITH ALL CHANGES IN LAYOUT FROM THE ORIGINAL DRAWINGS
AND SPECIFICATIONS. CONTRACTOR SHALL DELIVER "RECORD" SET TO CONSTRUCTION MANAGER
PRIOR TO FINAL PAYMENT. "RECORD" SET SHALL INCLUDE: ONE FULL PERMIT SET AND ONE SET OF
CONSTRUCTION REDLINES.
10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS, DUTCH BROS
WILL BE RESPONSIBLE FOR FEES PAYMENT. CONTRACTOR SHALL PROVIDE THE OWNER A COPY OF
THE BUILDING PERMIT PRIOR TO COMMENCING ANY WORK. CONTRACTOR WILL NOTIFY THE
CONSTRUCTION MANAGER/ ARCHITECT OF ALL PERMIT AND CODE INSPECTIONS. CONTRACTOR SHALL
BE RESPONSIBLE FOR OF BUILDING PAD CERTIFICATION PER THE AUTHORITY HAVING JURISDICTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 3RD PARTY INSPECTIONS/ CERTIFICATIONS IN ORDER
TO OBTAIN THE CERTIFICATE OF OCCUPANCY.
11. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE WORK OF ALL
SUBCONTRACTORS, AND WORK RELATED DIRECTLY TO THE PROJECT BEING PERFORMED UNDER
SEPARATE CONTRACT. CONTRACTOR SHALL SUBMIT A LIST OF EACH SUBCONTRACTOR'S NAME,
CONTACT, ADDRESS AND TELEPHONE NUMBER AS WELL AS EMERGENCY CONTACT INFORMATION TO
CONSTRUCTION MANAGER PRIOR TO BEGINNING CONSTRUCTION.
12. CONTRACTOR SHALL MAKE EVERY EFFORT TO KEEP THE BUILDING AREAS CLEAN AND SAFE
DURING THE CONSTRUCTION PERIOD. CONTRACTOR SHALL USE WALK-OFF MATS TO PROTECT
FLOORING. CONTRACTOR AND ITS SUBCONTRACTORS SHALL PREVENT NOISE, DUST, SMOKE AND
ODORS FROM INTERFERING WITH THE NORMAL OPERATIONS OF NEIGHBORING AREAS, INCLUDING
WALKWAYS AND STREETS.
- CONSTRUCTION DEBRIS WILL BE REMOVED FROM THE SITE. THE SITE AREA SHALL BE KEPT CLEAN
AND ORGANIZED AT ALL TIMES.
- ALL WALL, FLOOR OR CEILING PENETRATIONS SHALL BE SLEEVED AND ADEQUATELY SEALED TO
PREVENT THE SPREAD OF SMOKE, FIRE AND RODENTS PER APPLICABLE CODES. THE CONTRACTOR
SHALL PROVIDE TEMPORARY PROTECTION WHEN WORK CANNOT BE COMPLETED IN ONE WORK SHIFT.
- THE CONTRACTOR SHALL PROVIDE AN ADEQUATE NUMBER OF FIRE EXTINGUISHERS IN THE WORK
AREA THROUGHOUT THE CONSTRUCTION PERIOD.
- THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO ANY ELECTRICAL SHUTDOWNS
WHICH MAY AFFECT EXISTING TENANTS OR NEIGHBORS.
- THE CONTRACTOR SHALL PROHIBIT SMOKING ON AND WITHIN 25 FEET OF THE BUILDING AREA.
13. CLEAN-UP - THE PROJECT SITE SHALL BE SWEPT UP AND TRASH SHALL BE REMOVED ON A DAILY
BASIS. CARE SHALL BE TAKEN TO KEEP ADJACENT OCCUPIED TENANT AREAS CLEAN DURING
CONSTRUCTION ON A DAILY BASIS WHERE WORK REQUIRED BY THIS PROJECT DISTURBS ADJACENT
AREAS.
- THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION DEBRIS. LOCATION OF LARGE
DUMPSTERS FOR CONTRACTORS MUST BE APPROVED AND PLACED AS DIRECTED BY THE
CONSTRUCTION MANAGER. THE CONTRACTOR WILL OBTAIN THE PERMIT FOR THE DUMPSTER.
- PRIOR TO OCCUPANCY, SPACE SHALL BE LEFT CLEAN OF ALL DEBRIS. WALL AND OTHER SURFACES
SHALL BE WIPED DOWN, GLASS WASHED, BLINDS DUSTED, FLOORS SWEPT AND/OR VACUUMED, TILE
CLEANED AND WOODWORK CLEANED.
- CONTRACTOR IS RESPONSIBLE FOR DELIVERING THE PREMISES AT COMPLETION IN A "MOVE-IN"
CONDITION.
- CONTRACTOR WILL BE REQUIRED TO LEAVE EXTRA MATERIALS IN THE WORKROOM: TWELVE TILES,
ONE BOX OF VINYL FACED CEILING TILE, ONE BOX OF QUARRY TILES, MINIMUM 1/2 GALLON OF EACH
PAINT AND BASE PAINT USED, TO BE LEFT IN BATHROOM OR MONOLITH ATTIC SPACE.
PROJECT LOCATION:
855 W. MAIN STREET.
REXBURG, ID 83440
CL
00
1
SECTION
REFERENCE
DOOR SCHEDULE
REFERENCE
CENTERLINE
MASTER MATERIAL
SCHEDULE REFERENCE
EQUIPMENT SCHEDULE
REFERENCE
WALL ASSEMBLY
TYPE REFERENCE
ELEVATION
MARKER
ENLARGED DETAIL
REFERENCE
REVISION TAG
REVISION CLOUD
XX-00
0
X
1 10.02.23 CITY COMMENTS
2 11.10.23 CITY COMMENTS
CLEARANCES
CLEAR WIDTH OF AN ACCESSIBLE ROUTE
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ANSI FIGURE 404.2.2
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BIFOLD DOOR
DOORWAYS WITHOUT DOORS
FORWARD REACH REQUIREMENTS ANSI FIGURE 308.2.1 AND FIGURE 308.2.2
SIDE REACH REQUIREMENTS ANSI FIGURE 308.3.1 AND FIGURE 308.3.2
UNOBSTRUCTED (A) OBSTRUCTED (B) OBSTRUCTED
X > 24"
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ANSI FIGURE 403.5 AND FIGURE C403.5
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L
S
1/
1
2
M
A
X
W
/
R
A
I
L
S
RO
U
T
E
W
I
D
T
H
-
DO
U
B
L
E
C
H
A
I
R
CLEAR WIDTH OF DOORWAYS
HINGED DOOR
POCKET OR SLIDING DOOR
UNOBSTRUCTED (B) OBSTRUCTED(A) OBSTRUCTED
CLEAR FLOOR SPACES ANSI FIGURE 305.3 AND FIGURE 305.7
STANDARD CLEAR
FLOOR SPACE
X > 15"
CLEARANCE AT ALCOVES
LEVEL CHANGE ON ACCESSIBLE ROUTE ANSI FIGURE 303.2 AND FIGURE 303.3
CHANGE IN LEVEL - SQUARE CHANGE IN LEVEL - SLOPED
1
2
PAPER TOWEL
DISPENSER
SANITARY
NAPKIN
DISPENSER
FIRE ALARM
PULL STATION
SWITCH
HORN/
STROBE
STROBES
WALL MOUNTED DEVICES AND APPLIANCES
FINISHED FLOOR
MANEUVERING CLEARANCES AT SWINGING DOORS
AP
P
R
O
A
C
H
HINGE APPROACH
X = 36" MIN. WHEN Y = 60"
X = 42" MIN. WHEN Y = 54" TO 60"
AP
P
R
O
A
C
H
Y = 54" MIN. IF DOOR HAS CLOSER
PULL SIDE
AP
P
R
O
A
C
H
X=12" MIN WHEN DOOR
HAS CLOSER & LATCH
Y = 48" MIN. IF
DOOR HAS CLOSER
ANSI SECTION 404.2.3
DOORS
CLEARANCE AT WATER CLOSETS AND HEIGHT
AP
P
R
O
A
C
H
APPROACH
PLUMBING FIXTURES
GRAB BARS AT WATER CLOSETS
ANSI FIGURE C606.2(a) AND FIGURE 306.2
BLOCKING AT WATER CLOSET GRAB BARS
SEAT
COVER
DISPENSER
TOILET ROOM ACCESSORY MOUNTING HEIGHTS
THERMOSTAT/
SECURITY/
FIRE ALARM
CEILING
SOCKET ABOVE
COUNTER
FEC
APPROACH
FRONT APPROACH
PULL SIDE PUSH SIDE
PULL SIDE PUSH SIDE
LATCH APPROACH
PUSH SIDE
Y = 48", IF DOOR HAS
BOTH LATCH AND CLOSER
F.
O
.
D
O
O
R
ANSI FIGURE 604.3 AND FIGURE 604.4
ANSI FIGURE 604.5.1 AND FIGURE 604.5.2
CLEARANCE AT LAVATORIES AND SINKS
LAVATORY KNEE CLEARANCE
AND MIRROR MOUNTING LAVATORY CLEARANCE
AREA OF
BLOCKING AT
FRAMED WALL
MOUNTING HEIGHTS
ROOM
SIGNAGE
CL
CL
TOILET PAPER DISPENSER OUTLET LOCATION FIGURE 604.7
90°0'0""
ACCESSIBLE ROUTE
INDICATOR LINE
3" MAX.
PROJECTION
MA
X
H
E
I
G
H
T
T
O
A
L
L
OP
E
R
A
B
L
E
P
A
R
T
S
CL CL CL
F.
O
.
D
O
O
R
F.
O
.
D
O
O
R
F.
O
.
D
O
O
R
F.
O
.
D
O
O
R
MIRROR
PIPE WRAP,
TYP.
KNEE
CLEARANCE
AREA
TOILET PAPER
HOLDER
32" MIN.
32" MIN.
32" MIN.
36" MIN.
48"
48
"
M
A
X
.
30"24" MAX.30"
46
"
M
A
X
.
48
"
M
A
X
.
20" MAX.
34
"
M
A
X
.
44
"
M
A
X
.
>20"-25"
34
"
M
A
X
.
10" MAX.
34
"
M
A
X
.
X
X
60" MIN.
1/
4
"
M
A
X
.
32
"
MI
N
.
32
"
MI
N
.
24"
MAX.
10" MAX.
48
"
M
A
X
.
34
"
M
A
X
.
48"48"
30"
48
"
M
A
X
.
30" MIN.
48
"
M
I
N
.
36" MIN.
1/
2
"
M
A
X
.
48
"
M
I
N
.
30
"
M
I
N
.
48
"
T
O
T
O
P
O
F
OP
E
R
A
B
L
E
S
W
I
T
C
H
40
"
96
"
A
.
F
.
F
.
M
A
X
.
6"
M
I
N
.
48
"
M
A
X
.
T
O
TO
P
O
F
C
O
N
T
R
O
L
S
78
"
M
A
X
.
44
"
M
A
X
.
T
O
OF
T
O
P
S
O
C
K
E
T
48
"
M
A
X
.
48
"
M
A
X
.
T
O
OF
T
O
P
S
W
I
T
C
H
15
"
M
I
N
.
T
O
OF
B
O
T
T
O
M
S
O
C
K
E
T
48
"
M
A
X
.
T
O
OF
T
O
P
S
O
C
K
E
T
32"
MIN.
Y
24" MIN.
Y
48
"
M
I
N
.
24" MIN.
18"
27
"
M
I
N
.
34
"
M
A
X
.
TO
R
I
M
8" MIN. KNEE CLEARANCE
48" TYP.
60" TYP.
15
"
MI
N
.
63
"
T
Y
P
.
39
"
T
Y
P
.
6"
80
"
A
.
F
.
F
.
M
A
X
.
18" MIN.
24" PREFERRED
60
"
M
I
N
.
X
Y
42
"
M
I
N
.
54"
Y
42
"
M
I
N
.
6" MAX. TOE CLEARANCE
17" MIN. DEPTH
9"MI
N
.
30
"
M
I
N
.
48" MIN.
25" MAX.
17" MIN.
17
"
-
1
9
"
TO
P
O
F
S
E
A
T
6"
39
"
T
Y
P
.
43" TYP.
6"
48
"
M
I
N
.
48
"
M
I
N
.
60
"
M
A
X
.
60"
36
"
M
I
N
.
60
"
M
I
N
.
4"
24"
15
"
MI
N
.
32"
MIN.
32"
MIN.
32"
MIN.
32"
MIN.
40
"
M
A
X
.
T
O
B
O
T
T
O
M
O
F
RE
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
15
"
MI
N
.
29
"
M
I
N
.
4" MAX.
PROJECTION
CL
7"- 9"
1
1
/
2
"
M
I
N
.
19
"
MI
N
.
CL
CL
33
"
-
3
6
"
TO
P
O
F
B
A
R
6" MAX.12"
MIN.
24" MIN.
36" MIN.39"- 41"
54" MIN.
39
"
-
4
1
"
33
"
-
3
6
"
TO
P
O
F
B
A
R
18
"
MI
N
.
42" MIN.
12"
MAX.
24" MIN.
1 12"1 14" MIN.
2" MAX.
NOTE:
1. SPACE BETWEEN GRAB
BAR AND PROJECTING
OBJECTS BELOW AND AT
ENDS SHALL BE 1 12" MIN.
F.
O
.
D
O
O
R
NOTE:
1. WALL MOUNTED DEVICES SHALL NOT EXTEND MORE THAN 4" BEYOND WALL SURFACE
WHEN LOCATED BELOW 6'-8"
2. OPERABLE PARTS OF SANITARY NAPKIN DISPENSER SHALL BE OPERABLE WITH ONE
HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.
THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX.
APPROACH
32"
MIN.
X48
"
M
I
N
.
48
"
M
I
N
.
AT
R
A
M
P
S
TOP OF
CONTROLS
15
"
MI
N
.
RESTROOM
CL
1/4" THICK ROUND UNISEX
ROOM SIGN WITH EASED EDGES
CENTERLINE OF
DOOR AND SIGN
WHITE BACKGROUND OF ROUND
PORTION OF SIGN TO
CONTRAST WITH DOOR
DARK BACKGROUND OF
TRIANGLE PORTION OF SIGN
TO CONTRAST WITH ROUND
PORTION OF SIGN BACKGROUND
1/8" TO 1/4" RADIUS AT
TRIANGLE VERTICES
1. PROVIDE GEOMETRIC SYMBOLS ON RESTROOM DOORS CENTERED ON THE DOOR
AT 60” AND THEIR COLOR AND CONTRAST SHALL BE IDENTIFIED FROM THE COLOR
AND CONTRAST OF THE DOOR.
2. ALSO PROVIDE SIGNAGE WITH RAISED LETTERING AND BRAILLE SYMBOLS (RAISED
1/32”) BETWEEN 5/8”- 2” HIGH LOCATED ON THE WALL ADJACENT TO THE STRIKE
EDGE OF THE DOOR THAT IDENTIFIES THE RESTROOM.
3. RAISED CHARACTERS SHALL BE 48" MIN. MEASURED TO THE BASELINE OF THE
LOWEST RAISED CHARACTER AND 60" MAX MEASURED TO THE BASELINE OF THE
HIGHEST RAISED CHARACTER; ABOVE THE FLOOR.
1/4" THICK RAISED
12" DIAMETER CIRCLE
AND 1/4" THICK RAISED TRIANGLE
WITHIN 12" DIAMETER CIRCLE
RESTROOM DOOR SIGNAGE
NOTE: SIGNAGE COLORS AND LETTER SIZE SHALL COMPLY
WITH LOCAL CODE AND ACCESSIBILITY REQUIREMENTS
CENTERLINE OF SIGN
4'-0" MIN. - 5'-0" MAX. A.F.F.
B.O. SIGN/ BOTTOM LINE OF TEXT
4'-0" MIN. A.F.F.
60
"
A
.
F
.
F
.
12"
RE
F
E
R
T
O
P
L
A
N
9"
KITCHEN EQUIPMENT SUPPLIERS
REGION
AZ
,
C
A
,
H
I
,
I
D
,
NV
,
O
R
,
U
T
,
WA
CURTIS RESTAURANT EQUIPMENT
VARIOUS LOCATIONS
ATTN: JOSH RICKFORD
O: (541) 779-8335
M: (503) 744-1745
J.RICKFORD@CURTISRESTEQ.COM
REQUIRED VENDORS
ANY SUBSTITUTION TO THE REQUIRED VENDORS OR EQUIPMENT REQUIRES WRITTEN APPROVAL FROM DUTCH BROS COFFEE.
PRIOR SUBSTITUTION APPROVALS ARE NOT ALLOWED; EACH PROJECT REQUIRES WRITTEN APPROVAL FOR SUBSTITUTIONS.
RO
O
F
:
DURO-LAST, INC.
525 MORLEY DRIVE, SAGINAW, MI 48601
ATTN: MOLLY GEHRLS, MBA - NATIONAL ACCOUNTS
MGEHRLS@DURO-LAST.COM
O: (989) 758-6344 ME
T
A
L
S
I
D
I
N
G
WESTERN STATES METAL ROOFING
901 W. WATKINS ST., PHOENIX, AZ 85007
ATTN: FERNANDO ESTRADA
FERNANDO@WESTERNSTATESMETALROOFING.COM
O: (877) 787-5467
M: (602) 495-0048
SI
G
N
A
G
E
&
A
W
N
I
N
G
S
:
ES&A SIGN & AWNING CO.
89975 PRAIRIE RD.
EUGENE, OR 97402
ATTN: NICK JOHNSON
NJOHNSON@ESASIGNS.COM
O: (541) 485-5546
M: (541) 799-5160
SIGNAGE: COORDINATE w/ ARCHITECT
FOR ENTITLEMENTS PHASE.PA
R
A
P
E
T
S
T
R
I
P
L
E
D
FI
X
T
U
R
E
:
LEKTRON
4111 S. 74TH EAST AVENUE, TULSA, OK 74145
ATTN: ADONIS BREWER
ABREWER@LECTRONINC.COM
ORDERS: DUTCHBROS@LEKTRONINC.COM
(918) 622-4178
LI
G
H
T
I
N
G
:
GRAYBAR
4601 CAMBRIDGE ROAD, FORT WORTH, TX 76155
ATTN: ANSON SAUCE - SENIOR OUTSIDE SALES REP.
ANSON.SAUCE@GRAYBAR.COM
M: (817) 475-0178
ORDERS: DUTCHBROS.NATIONAL@GRAYBAR.COM
SE
R
V
I
C
E
WI
N
D
O
W
S
&
AI
R
C
U
R
T
A
I
N
S
:
QUIK-SERV
11441 BRITTMOORE PARK DR., HOUSTON, TX 77041
ATTN: BRIAN MCCLOSKEY
BMCCLOSKEY@QUIKSERV.COM
O: (713) 849-5882
M: (832) 792-2646
RE
F
R
I
G
E
R
A
T
I
O
N
:
THE REFRIGERATION CONTRACTORS INC.
17246 NE SAN RAFAEL ST., PORTLAND, OR 97230
ATTN: GLENN FRAZIER
GLENN@REFCONINC.COM
(503) 257-8668
WA
T
E
R
FI
L
T
R
A
T
I
O
N
:
HEATHCO/ EVERPURE - R.O SYSTEM
4033 16TH AVENUE SW B, SEATTLE, WA 98106
ATTN: TOM RUGGLES
TOM@HEATHCO.COM
O: (800) 767-6970
M: (206) 910-9805
FI
B
E
R
RE
I
N
F
O
R
C
E
D
PA
N
E
L
(
F
R
P
)
:
MARLITE, INC.
1 MARLITE DRIVE, DOVER, OH 44622
ATTN: JAMIE MCEDWARD
SALES MANAGER/ SPECIFICATIONS
JMCEDWARD@MARLITE.COM
(330) 260-7627
HTTPS://MARLITE.COM/FIND-A-DISTRIBUTOR/
HV
A
C
:
NCA CONSULTANTS INC.
6510 125TH AVE. N., SUITE 1001, LARGO, FL 33773
ATTN: CHRISTOPHER WITTS - VICE PRESIDENT
CWITTS@NCACONSULTANTS.COM
(727) 530-0078
ORDERS:
MARKETING@NCACONSULTANTS.COM
CA
N
O
P
Y
S
O
F
F
I
T
MA
T
E
R
I
A
L
:
HEWN ELEMENTS, LLC.
21235 SW 108TH AVE. #13, TUALATIN, OR 97062
ATTN: TOM LEISMAN - SALES REPRESENTATIVE
TOM@HEWN.COM
O: (503) 612-0241
M: (971) 235-4408
GR
E
A
S
E
IN
T
E
R
C
E
P
T
O
R
:
SCHIER
ATTN: SEAN MOLEN
NATIONAL ACCOUNTS MANAGER
DUTCHBROS@SCHIERPRODUCTS.COM
(913) 951-3300
FI
B
E
R
CE
M
E
N
T
SI
D
I
N
G
:
NICHIHA
ATTN: MATT STEPHENSON
NATIONAL BRANDS MANAGER - RESTAURANTS
MSTEPHENSON@NICHIHA.COM
(770) 805-9466 FL
O
O
R
T
I
L
E
:
BEDROSIANS TILE & STONE
ATTN: TAMARA RAMSEY
TAMARA.RAMSEY@BEDROSIANS.COM
(469) 560-6133
ORDERS: DUTCHBROS@BEDROSIANS.COM
TE
L
E
C
O
M
M
U
N
I
CA
T
I
O
N
S
/
LO
W
V
O
L
T
A
G
E
:
LTCG - LEVALDS TECHNICAL
COORDINATION GROUP
6860 DALLAS PARKWAY, SUITE 460, PLANO, TX 75024
ATTN:GREGORY LEVALDS - OWNER
GREGORY@LTCG.COM
(972) 801-9950
PA
I
N
T
:
SHERWIN-WILLIAMS
5128 SE WOODSTOCK BLVD, PORTLAND, OR 97206
ATTN: ANNA ATCHISON - SALES REPRESENTATIVE
(971) 330-0728 ANNA.ATCHISON@SHERWIN.COM
DUTCH BROS COFFEE ACCOUNT #: 7887-2870-7
SA
F
E
IN
S
T
A
L
L
A
T
I
O
N
:
LOOMIS
2500 CITY WEST BLVD., STE. 2300
HOUSTON, TX 77042
ATTN: JAYME JIMEMEZ
JAYME.JIMENEZ@US.LOOMIS.COM
(909) 238-5227
CM
U
:
CONCRETE PRODUCTS GROUP
210 EUCLID AVE., DELAWARE, OH 43015
ATTN: CORY HUPP
DIRECTOR OF NATIONAL ACCOUNTS
CHUPP@CONCRETEPRODUCTSGROUP.COM
(740) 917-3826
SE
C
U
R
I
T
Y
SY
S
T
E
M
:
NAVCO
1008 LEGACY RANCH ROAD, WAXAHACHIE, TX 75165
MARIO SALAZAR - REGIONAL ACCOUNT MANAGER
MSALAZAR@NAVCO.COM - (510) 394-3082
MICHELLE COLTON - PROJECT MANAGER, LEVEL 1
MCOLTON@NAVCO.COM - (818) 906-2826 EXT. 4104 CO
N
S
T
R
U
C
T
I
O
N
CA
M
E
R
A
:
OXBLUE COPORATION
1777 ELLSWORTH INDUSTRIAL BLVD, NW
ATLANTA, GA 30318
ATTN: MELISSA WESSELSCHMIDT
- ENTERPRISE ACCOUNT MANAGER
MWESSELSCHMIDT@OXBLUE.COM
(404) 400-7616
INTERNET SERVICE PROVIDER
PROVIDE PROJECT'S ISP
CONTACT INFORMATION
STAINLESS STEEL PACKAGE
AIS INDUSTRIES, INC.
4300 S. STATION MASTER DRIVE
TUCSON, AZ 85714
ATTN: LARA GARCIA
O: (520) 882-0233
M: (520) 235-1123
LARA@AISINDUSTRIES.COM
ACCESSIBILITY
DETAILS
G0.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
“Th
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08.31.2023
SPECIFICATIONS
G1.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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08.31.2023
SPECIFICATIONS
G1.1
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SPECIFICATIONS
G1.2
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SPECIFICATIONS
G1.3
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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SPECIFICATIONS
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SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
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PORTLAND, OR 97214
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SPECIFICATIONS
G1.5
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
08.31.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
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08.31.2023
CO
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LEGEND
PROJECT DATA
PVC
HP HP
2.2%
302.35 TC
301.85 AC
HORIZONTAL CONTROL NOTE:
MONUMENT PROTECTION NOTE:
UTILITY CONFLICT NOTE:
FLOOD ZONE:
DEVELOPER
ENGINEER SURVEYOR
BUILDING ARCHITECT
GEOTECHNICAL ENGINEER
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͟Dial 811
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VICINITY MAP
Sheet Number Sheet Title
LOT 1
RPR4CCF0000010
(0.80 AC)
LOT 2
RPR4CCF0000020
(0.94 AC)
10/17/2023
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͟Dial 811
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LOT 1
RPR4CCF0000010
(0.80 AC)
LOT 2
RPR4CCF0000020
(0.94 AC)
10/17/2023
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͟Dial 811
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LOT 2
RPR4CCF0000020
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10/17/2023
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HORIZONTAL CONTROL NOTES:
HORIZONTAL CONTROL NOTE:
SURVEY MONUMENTATION NOTE:
LOT 2
RPR4CCF0000020
(0.94 AC)
HIGHWAY 33 / W. MAIN ST
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LOT 2
RPR4CCF0000020
(0.94 AC)
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950 S.F.
FF=4856.10
GRADING NOTES:
UTILITY CONFLICT NOTE:
EXISTING DRAINAGE AND TOPOGRAPHY NOTE:
GRADING ABBREVIATIONS:
ACCESSIBLE ROUTE REQUIREMENTS:
10/17/2023
DR
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LOT 2
RPR4CCF0000020
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UTILITY CONFLICT NOTE:
STORM DRAIN CONSTRUCTION NOTES:
UTILITY CROSSING NOTE:
EXISTING UTILITY STRUCTURES:
STORM DRAIN GENERAL NOTES:
EXISTING DRAINAGE AND
TOPOGRAPHY NOTE:
10/17/2023
SSCO-2 (GI OUT)
SSCO-3 (GI IN)
SSCO-4
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LOT 1
RPR4CCF0000010
(0.80 AC)
LOT 2
RPR4CCF0000020
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UTILITY COORDINATION NOTE:
UTILITY PROTECTION NOTE:
WATER CONNECTION NOTE:
GENERAL UTILITY NOTES:
UTILITY CROSSING NOTE:
UTILITY LOCATION NOTE:
UTILITY POTHOLING NOTE:
UTILITY CONFLICT NOTE:
DRY UTILITIES CONSTRUCTION NOTES:
IRRIGATION CONSTRUCTION NOTES:
WATER CONSTRUCTION NOTES:
SEWER CONSTRUCTION NOTES:
10/17/2023
PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:
ACCESSIBLE PARKING DETAILS ACCESSIBLE CURB RAMP DETAILS
INTERNATIONAL SYMBOL OF ACCESSIBILITYSIGN POST DRAINAGE SWALE
͞
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͟Dial 811
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CI
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C5
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DETENTION POND
10/17/2023
1" R
NOTE:
ALL ASPHALTIC PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER
NOTE:
ALL PORTLAND CEMENT CONCRETE PAVEMENT (PCC)
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
CONTROL JOINT (SAWED)
EXPANSION JOINT (TYPICAL)
CONSTRUCTION JOINT
LANDSCAPE
LANDSCAPE
PRECAST CATCH BASIN
ASPHALT PAVING SECTION PCC PAVING SECTION ON-SITE CONCRETE SIDEWALK
CONCRETE JOINTING
CLEANOUTON-SITE CURB AND GUTTERON-SITE BARRIER CURB
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DETECTABLE WARNING RPBA (3/4" TO 2")
10/17/2023
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(8) AT
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(1) S
(1) X
NOTE:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT
THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF
UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE
VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN
EXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL
CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK.
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 3" THICK LAYER OF 1-1/2"
SHREDDED WOOD MULCH (1-1/2" RIVER ROCK AS AN ALTERNATIVE) IN ALL NEW OR DISTURBED
PLANTING AREAS (EXCEPT FOR TURF AREAS). TOP DRESS ALL EXISTING SHRUB PLANTING AREAS
WITH 1-1/2" LAYER OF SHREDDED WOOD MULCH WHERE EXISTING MULCH IS RETAINED.
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
GENERAL GRADING AND PLANTING NOTES
1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS THAT HE
HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH THIS PROJECT.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE NOTED TO
REMAIN).
3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF
THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL
LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION
ON TURF AREA AND PLANTING BED PREPARATION.
b. CONSTRUCT AND MAINTAIN FINISH GRADES 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 ON THE GRADING
PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES
AND ELIMINATE PONDING POTENTIAL.
c. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED,
TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED
ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.
d. AFTER INSTALLING SOIL AMENDMENTS IN SHRUB AREAS, AND IN ORDER TO ALLOW FOR PROPER MULCH DEPTH,
ENSURE THAT THE FINISH GRADE IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 3" BELOW
FINISH GRADE, TAPERING TO MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE.
e. AFTER INSTALLING SOIL AMENDMENTS IN TURF AREAS, ENSURE THAT THE FINISH GRADE IN TURF AREAS
IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES IS 1" BELOW FINISH GRADE, TAPERING TO
MEET FINISH GRADE AT APPROXIMATELY 18" AWAY FROM THE SURFACE.
f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNICAL REPORT,
THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS
TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
4. 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.).
a. 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.
b.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).
c. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE
PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S
REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO THE JOBSITE. REFER TO
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS.
5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE
OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD,
AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.
6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
PLANTING AND IRRIGATION GUARANTEE
THE LANDSCAPE CONTRACTOR SHALL GUARANTEE THAT ALL NEWLY INSTALLED AND EXISTING
PLANTS SHALL SURVIVE FOR ONE YEAR AFTER FINAL OWNER ACCEPTANCE OF THE INSTALLATION
WORK. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR APPROPRIATE WATERING OF THE
LANDSCAPE THROUGH INSTALLATION OF A PROPERLY DESIGNED IRRIGATION SYSTEM. THE
OWNER SHALL APPROVE THE SYSTEM DESIGN BEFORE INSTALLATION OF PLANTS OR IRRIGATION.
Scale 1" = 20'
10'40'20'0'
LANDSCAPE PLANTING
LP
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1
LANDSCAPE CALCULATIONS
TOTAL SITE AREA: 22,374 SF
BUFFERS
W. MAIN STREET: 161 LF
TREES REQUIRED: 6 TREES (1 PER 30 LF OF FRONTAGE)
TREES PROVIDED: 6 TREES
SHRUBS REQUIRED: 33 SHRUBS (5 PER 30 LF OF FRONTAGE)
SHRUBS PROVIDED: 33 SHRUBS
HWY 20 CORRIDOR: 190 LF
TREES REQUIRED: 10 TREES (1 PER 20 LF OF FRONTAGE)
TREES PROVIDED: 10 TREES
SHRUBS REQUIRED: 18 SHRUBS (2 BETWEEN TREES)
SHRUBS PROVIDED: 18 SHRUBS
PARKING LOT
PARKING AREA 2,112 SF
LANDSCAPE AREA REQUIRED: 211 SF (10%)
LANDSCAPE AREA PROVIDED: 712 SF (33.7%)
TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE
AT 8 Acer truncatum x platanoides `Warrenred` TM 2" Cal. B&B 8` HT MIN
Pacific Sunset Maple
GT2 4 Gleditsia triacanthos inermis `Skycole` TM 2" Cal. B&B 8` HT MIN
Skyline Thornless Honey Locust
TG 4 Tilia cordata `Greenspire` 2" Cal. B&B 8` HT MIN
Greenspire Littleleaf Linden
EXISTING TREES CODE QTY BOTANICAL / COMMON NAME CAL.CONT.SIZE
S 1 Existing Tree EXISTING
Existing Tree to Remain
X 1 Existing Tree EXISTING
Existing Tree to Remove
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER SPACING SIZE
EC 23 Euonymus alatus `Compactus` 5 gal. 36" OC
Compact Burning Bush
TD 25 Taxus x media `Densiformis` 5 gal. 36" OC 18" Min.
Dense Yew
SOD/SEED CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE
TURF 1,782 sf Poa pratensis Sod
Kentucky Bluegrass
ROCK / STONE CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE
OG 4,697 sf 1" Decorative Gravel 3" depth
over weed filter fabric
RR 5,559 sf 2-3" River Rock 3" depth
River Rock mulch over weed filter fabric
PLANT SCHEDULE
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PROPERTY LINE
RESTORE TO LIMITS
OF DISTURBANCE
STEEL EDGING BETWEEN
MULCH AREA AND TURF
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”Dial 811
Call before you dig.
below.Know what's
08-30-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEND E S I G N G R O U P
W. MAIN STREET
PROPERTY LINE
PROPERTY LINE
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EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING TREE TO
REMAIN IN PLACE
EXISTING TREE TO
BE REMOVED
HI
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0
EXISTING TURF BETWEEN
SIDEWALK AND CURB
RESTORE TO LIMITS
OF DISTURBANCE
STEEL EDGING BETWEEN
MULCH AREA AND TURF
STEEL EDGING BETWEEN
MULCH AREA AND TURF
COLOR BY OWNER
COLOR BY OWNER
PLANTING SPECIFICATIONS
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.
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 Z60.1-2014. 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.
M. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK
GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL.
N. 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. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000
S.F.
iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
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 (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD.
iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
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.
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 THE WEED BARRIER CLOTH AND TOPDRESS 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. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP
THE WEED BARRIER CLOTH IN PLACE.
3. 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. PROVIDE A STRAIGHT, CLEAN-CUT EDGE OF EXISTING TURF TO WHICH NEW SOD CAN BE ABUTTED.
4. 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.
5. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL
UNDERNEATH.
6. 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. 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.
G. 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.
H. 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.
I. 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.
J. 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.
TREE PLANTING
SCALE: NOT TO SCALEA
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 2"-4" 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 36" BOX/2.5" CAL. 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/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5" CAL. 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
NON-CONIFEROUS
TREE
13
13 FINISH GRADE.
ROOT BARRIER - PLAN VIEW
SCALE: NOT TO SCALEB
TYPICAL CURB AND GUTTER
TYPICAL PLANTING AREA
LINEAR ROOT BARRIER MATERIAL. SEE
PLANTING NOTES FOR TYPE AND
MANUFACTURER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
TREE CANOPY
TREE TRUNK
TYPICAL WALKWAY OR PAVING1
2
3
4
5
6
1
4
2
3
5
6
5'
5'
5'
5'
OPEN LANDSCAPE
TO 10'
PARKWAY
OR ISLAND
NOTES:
1) INSTALL ROOT BARRIERS NEAR ALL
NEWLY-PLANTED TREES THAT ARE LOCATED
WITHIN FIVE (5) FEET OF PAVING OR CURBS.
2) BARRIERS SHALL BE LOCATED IMMEDIATELY
ADJACENT TO HARDSCAPE. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR
USE ROOT BARRIERS OF A TYPE THAT
COMPLETELY ENCIRCLE THE ROOTBALL.
LANDSCAPE DETAILS AND SPECIFICATIONS
LP
-
2
4
X
2X
3
2
1
5
6
7
4
1
2
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
SCALE: NTSD
8 WEED FABRIC UNDER MULCH.
8
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4
3
2
1
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.
MULCH, TYPE AND DEPTH PER PLANS.3
TAPERED STEEL STAKES.2
ROLLED-TOP STEEL EDGING PER PLANS.1
C SCALE: NOT TO SCALE
STEEL EDGING
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”Dial 811
Call before you dig.
below.Know what's
08-30-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEND E S I G N G R O U P
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7.0 1
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16.0 2 DRIP
TREE
1"
3 4.5
1"
7.0 4
1" BALL VALVE
1" R.P. ASSEMBLY
1" MASTER VALVE /
FLOW SENSOR
1 1/2
1 1/2
1 1/2
1 1/2
1 1/2
QC
QC
NOTE:
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE
PLANS IS BASED ON DESIGN DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS
TAKEN IN THE FIELD. THE DESIGNER DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT
THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF
UTILITIES. AS SUCH THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND UNCOVERING EXISTING UTILITIES IN THE
VICINITY OF THE PROPOSED IMPROVEMENTS AND UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUCTION TO ASCERTAIN
EXACT MATERIALS, LOCATIONS, ELEVATIONS, ETC. AND THEIR POTENTIAL CONFLICT WITH PROPOSED IMPROVEMENTS. GC SHALL
CONSULT WITH CONSTRUCTION MANAGER AND ENGINEER AS APPROPRIATE BEFORE PROCEEDING WITH WORK.
Scale 1" = 20'
10'40'20'0'
IRRIGATION PLAN
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Call before you dig.
below.Know what's
08-31-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEND E S I G N G R O U P
W. MAIN STREET
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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.
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. FOR PLAN CLARITY, ONLY SOME REPRESENTATIVE SLEEVES ARE SHOWN; SOME SLEEVES
MAY NOT BE SHOWN.
SLEEVING / WIRING NOTES:
AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES
INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2
PER VALVE) AS PER DETAIL ON SHEET LI-2. INSTALL AIR RELIEF VALVES ON DRIP
SYSTEMS AT THE LCOATIONS SHOWN ON THE PLANS, AS AS PER DETAILS.
POINT OF CONNECTION
CONNECT MAINLINE DOWNSTREAM OF 1" WATER
METER (BY OTHERS). VERIFY LOCATION IN FIELD.
CONTROLLER NOTE
LOCATE CONTROLLER INSIDE OF ELECTRICAL ROOM. 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
IRRIGATION CONTRACTOR. IRRIGATION CONTRACTOR SHALL COORDINATE
LOCATION OF WIRE SLEEVE PENETRATIONS THROUGH BUILDING WITH OWNER
AND GENERAL CONTRACTOR. STATION RUN ORDER SHALL MATCH PLANS.
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
VALVE KEY
RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE
RAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND
ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK
VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.
RAIN BIRD PEB SERIES
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.
SYMBOL MANUFACTURER/MODEL
LASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE
IRRIGATION LATERAL LINE: CLASS 200
IRRIGATION MAINLINE: SCHEDULE 40 PVC
RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE)
M IRRIGATION WATER METER AND TAP (BY OTHERS) SIZE AS NOTED ON THE PLAN
C RAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLER
RAINBIRD WR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED
AREA TO RECEIVE DRIPLINE
RAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH
RAINBIRD 33DLRC QUICK COUPLER, 3/4"QC
1" MASTER VALVE MODEL # 100-EFB-CP WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES
RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR
XCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET
FILTER. 0.3GPM TO 20GPM.
R
IRRIGATION LEGEND
ZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE
WITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.
G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION
IRRIGATION DETAILS
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Call before you dig.
below.Know what's
08-31-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEND E S I G N G R O U P
CONTROL ZONE KIT N.T.S.
DRIP TUBE N.T.S.
TREE BUBBLER N.T.S.
REMOTE CONTROL VALVE N.T.S.
DRIP END FEED LAYOUT
DRIP CENTER FEED LAYOUT
DRIP ISLAND LAYOUT
MANUAL LINE FLUSH VALVE N.T.S.
N.T.S.
N.T.S.
N.T.S.
FINISH GRADE
VALVE BOX
SEE SPECS.
BRICK SUPPORTS
(THREE)
SEESPECS
LINE FLUSHING
VALVE TLSOV
3/4" GRAVEL SUMP
(1 CUBIC FOOT)
1"
DRIP TUBE
JUNCTION BOX
AND FITTINGS
VALVES
WIRES TO REMOTE CONTROL
PVC SCH 40 CONDUIT
1-INCH PVC SCH 40 CONDUIT
AND FITTINGS TO POWER SUPPLY
CABINET
METAL CONTROLLER
INDOOR WALL
PVC LATERAL PIPE
3/4-INCH WASHED GRAVEL
3.0-INCH MINIMUM DEPTH OF
PVC SCH 40 TEE OR ELL
SCH 80 NIPPLE ( 2" LENGTH,
PVC SCH 80 NIPPLE
PVC SCH 40 MALE ADAPTER
HIDDEN) AND SCH 40 ELL
WATER PROOF CONNECTION
30-INCH LENGTH OF WIRE
PVC SCH 80 NIPPLE (CLOSE)
REMOTE CONTROL VALVE:
VALVE BOX WITH COVER:
FINISH GRADE/TOP OF MULCH
PVC MAINLINE PIPE
(LENGTH AS REQUIRED)
PVC SCH 40 ELL
BRICK (1 OF 4)
3" MIN.
10-INCH ROUND
(1 OF 2)
1/2" SLIP SCH. 40 PVC ELL.
1/2" FLEX PVC PIPE
MINIMUM 18" LENGTH
1/2-INCH MALE NPT X
PVC LATERAL PIPE
PVC SCH 40 TEE OR ELL
STREAM BUBBLER NOZZLE
TREE ROOT BALL
ON 6" POP-UP SPRAY
TREE WELL RIM
HEAD BODY, SET INSIDE
PLANTING "WELL"
SET TOP OF HEAD FLUSH
WITH GRADE AROUND
OUTSIDE OF TREE WELL
INCLUDE TWO BUBBLER HEADS, SET
ON OPPOSITE SIDES OF ROOT BALL
1/2" SLIP SCH. 40 PVC ELL.
1/2-INCH MALE NPT X
ADJUST STREAM BUBBLER
FOR OPTIMUM COVERAGE
BACKFILL
LF
2" TO 4" FROM EDGE
MANUAL LINE FLUSHING VALVEPLUMBED TO PVC OR POLY
PERIMETER LATERALS
PVC OR POLY EXHAUST HEADER
AREA PERIMETER
CONNECTIONDRIP LINE START
MALE ADAPTER
PVC OR POLY SUPPLY HEADER
REMOTE CONTROL
FILTER AND PRVVALVE WITH DISC
DRIP LINE
LF
LF
PVC OR POLY SUPPLY HEADER
PVC OR POLY EXHAUST HEADER
AREA PERIMETER
REMOTE CONTROL
FILTER AND PRVVALVE WITH DISC
2" TO 4" FROM EDGEPERIMETER LATERALS
CONNECTION
DRIP LINE START
MALE ADAPTERCONNECTION
DRIP LINE START
PLUMBED TO PVC OR POLYMANUAL LINE FLUSHING VALVE
DRIP LINE
LF
LF
LF
REMOTE CONTROL VALVE
PRVWITH DISC FILTER AND
CONNECTIONMALE ADAPTER
DRIP LINE START
SUPPLY HEADER -
ISLAND PERIMETER
DRIP LINE TEE
DRIP LINE ELL
DRIP LINE
MANUAL LINE FLUSHING VALVE
PLUMBED TO DRIP TUBING® CV
SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
CLASS 200 PVC, SIZED
AS NOTED ON PLANS.
SUPPLY AND EXHAUST HEADERS SHALL BE CLASS 200 PVC
PIPE, OF THE SAME DIAMETER AS THE ZONE VALVE SIZE.
USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
USE DRIP TUBE FOR SUPPLY AND EXHAUST HEADERS ON
GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
GRIDS WITH FLOW SMALLER THAN 5 GPM ONLY.
PVC SCH 40 COUPLING
PVC SCH 80 NIPPLE (CLOSE)
DRIP VALVE ASSEMBLY WITH
FILTER AND PSI REGULATOR
SERVICING ASSEMBLYPVC SCH 80 UNION FOR
PVC SCH 40 ELL
3.0-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVEL
PVC SCH 40 MALE ADAPTER
PVC SCH 40 TEE OR ELL
PVC SCH 40 ELL
PVC SCH 80 NIPPLE (2-INCH
LENGTH, HIDDEN) AND
AS REQUIRED, 1 OF 2)PVC SCH 80 NIPPLE (LENGTH
VALVE BOX WITH COVER:
WATER PROOF CONNECTION
30-INCH LINEAR LENGTH OF
BRICK (1 OF 4)
PVC MAINLINE
(1 OF 2)
FINISH GRADE
TOP OF MULCH
24-INCH SIZE
ID TAG
WIRE, COILED
TOP OF GRADE
TIE DOWN STAKE:
DRIP TUBE
17 MM COMPRESSION FITTING
2" BELOW GRADE IN SHRUB BED
OR 4" BELOW GRADE IN TURF
( SHRUB BED ONLY )
WALL MOUNT CONTROLLER N.T.S.
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
1110
1 3
4
6
9 8 7
FINISH GRADE
PVC IRRIGATION LATERAL
SAND BACKFILL
SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA.
11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS
18
"
M
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24
"
M
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12
"
M
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18
"
M
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1
18" MIN.
24
"
M
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2
24
"
M
A
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18
"
M
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24
"
M
A
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9 8 7
12 PVC CAP, SOLVENT WELDED
4" MIN.
12 TYP.
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
3
3 LATERAL LINE PIPE
4 AUTOMATIC DRAIN VALVE
4
AUTOMATIC DRAIN VALVE N.T.S.
N.T.S.PIPE AND SLEEVE INSTALLATION
WATER TAP DIAGRAM N.T.S.
CITY MAINLINE
ISOLATION VALVE (PER PLAN)5
WATER METER
SERVICE LINE
TAP2
3
4
1
BACKFLOW DEVICE (WHERE SHOWN)8
6
BLOW OFF VALVE (BOV)7
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 BLOWOUT SYSTEM
FROM BACKFLOW. BLOWOUT SYSTEM TWICE
BUT NOT TO EXCEED AT MORE THAN 2 MIN.
INTERVALS.
M
M
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
876
5
BOV
BOV
POP-UP SPRAY HEAD N.T.S.
1/2" PVC 90, SOCKET X MIP
1/2" FLEX PVC, 12-INCH MIN.
1/2" PVC 90, SOCKET X MIP
PVC SCH 40 TEE OR ELL
POP-UP SPRAY SPRINKLER:
FINISH GRADE/TOP OF MULCH
PVC LATERAL PIPE
12" MIN. DEPTH
N.T.S.RP DEVICE
N.T.S.RP DEVICE WITH INSULATED COVERN.T.S.RAIN SENSOR, ROOF MOUNT
2
1
1
2
PARAPET OR EAVE
AUTOMATIC RAIN SENSOR -
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
PVC MALE ADAPTER
COPPER 90° ELL
COPPER MALE ADAPTER
DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH
BACKFLOW PREVENTER
REDUCED PRESSURE
(1 OF 2)
COPPER UNION (1 0F 2)
COPPER PIPE
FINISH GRADE
COPPER FEMALE ADAPTER
IRRIGATION MAINLINE PIPE
(1 0F 4)
NOTE: NOTE:
12"
(TYPICAL)
BRONZE BALL VALVE REQUIRED
BETWEEN METER AND R.P. DEVICE.
(TYPICAL)
(1 0F 4)
IRRIGATION MAINLINE
COPPER FEMALE
FINISH GRADE
COPPER PIPE
(1 0F 2)
COPPER UNION
ADAPTER (1 OF 2)
REDUCED PRESSURE
BACKFLOW PREVENTER
1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES.
VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION.
COPPER MALE
COPPER 90° ELL
PVC MALE ADAPTER
SET 1" ABOVE GRADE
3" THICK CONCRETE PAD
COPPER PIPE FROM POINT-OF-CONNECTION
NOTE: NOTE:
12"
STRONG BOX
ALUMINUM INSULATED COVER
ADAPTER
COPPER PIPE FROM POINT-OF-CONNECTION
DRIP ZONE INDICATOR N.T.S.
RAIN BIRD XP-1200X
DRIP TUBE
SNAP COLLAR
PLANT MATERIAL
FINISH GRADE
XERI-POP:
1/4-INCH BARBED INLET
PROTECTIVE FLANGE
1/4-INCH SELF-PIERCING BARB CONNECTOR
INSERT FITTING:
NOTE:
INTO 1/2-INCH POLYETHYLENE TUBING.
USE XERIMAN TOOL XM-TOOL TO INSERT BARB CONNECTOR DIRECTLY
RAIN BIRD SPB-025
OR
VINYL DISTRIBUTION TUBING
RAIN BIRD DT-025
RAIN BIRD PT-025
POLYETHYLENE DISTRIBUTION TUBING
1/4-INCH TUBING:
OR WITHIN LOW PLANTINGS FOR OPTIMUM VIEWING. WITH CLOSED SPRAY NOZZLE.
LOCATE AT FURTHEST DISTANCE FROM DRIP VALVE ASSEMPLY, ADJACENT TO EDGING
1" X 30" GALV. STEEL PIPE
SCH. 80 SWING JOINT ASSEMBLY
FINISH GRADE/TOP OF MULCH
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC SCH 40 TEE OR ELL
QUICK-COUPLING VALVE:
PVC MAINLINE - 18" DEPTH 3 INCH DEPTH CLEAN PEA GRAVEL
BRICK, 1 OF 4
BALL VALVE
N.T.S.
QUICK COUPLER VALVE WITH PVC BALL VALVE
12" x 17" RECTANGULAR
VALVE BOX
LANDSCAPE DETAILS AND SPECIFICATIONS
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”Dial 811
Call before you dig.
below.Know what's
08-31-2023
(800) 680-6630
1600 Broadway, Suite 1600
Denver, CO 80202
www.EvergreenDesignGroup.com
EVERGREEND E S I G N G R O U P
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 LICENSED IRRIGATION
INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A 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 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, FEES, 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. IN CASE OF
CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL
PREVAIL.
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. 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 PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH
THE INSTALLATION OF THE IRRIGATION SYSTEM.
E. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT
LEAST 65 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED RANGE, 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.
F. 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.
G. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER
AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES.
H. 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.
I. BACKFILL
1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL
MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH,
SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE
DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN
ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE
LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES
OF ROCK-FREE SOIL, SAND, OR OTHER APPROVED MATERIAL.
2. 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.
J. BACKFLOW PREVENTER 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 PREVENTER 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. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER
ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW).
K. 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 18 INCHES (24"
FOR MAINLINE 3"-5", AND 30" FOR MAINLINE 6" AND GREATER). LATERAL PIPE SHALL BE
INSTALLED WITH A MINIMUM COVER OF 12 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.
L. VALVES
1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION
DETAILS.
2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL
LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24"
OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1" ABOVE FINISH GRADE IN
TURF, AND 3" ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH).
3. EACH VALVE BOX COVER SHALL BE HEAT-BRANDED WITH THE CONTROLLER STATION
NUMBER.
4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX.
M. 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 24"-36" ON CENTER.
N. SPRAY, AND BUBBLER HEADS:
1. ALL SPRAY 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 12 INCH FLEXPVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH
WELD-ON #795 SOLVENT AND #P-70 PRIMER.
3. ALL 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, WITH A CLEARANCE OF TWELVE INCHES
(MINIMUM) FROM BUILDINGS, UNLESS OTHERWISE SPECIFIED.
4. ALL SPRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED FOR
OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC.
O. 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.
P. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION
WITH THE OWNER. PROVIDE MINIMUM 5' CLEARANCE FROM OTHER OUTDOOR EQUIPMENT, FREE
AND CLEAR OF ANY TREE CANOPY OR OTHER OVERHEAD OBSTRUCTIONS, AND ABOVE THE HEIGHT
OF THE SPRINKLER COVERAGE. 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.
Q. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS
PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
R. QUALITY CONTROL
1. PERFORM COVERAGE TESTS AFTER IRRIGATION 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.
T. 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.
U. 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.
2. 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.
3. 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.
4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11" X 17"
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.
5. 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.
V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE
AND START OF THE MAINTENANCE PERIOD.
W. 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.
X. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION
CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD-PARTY CERTIFIED LANDSCAPE IRRIGATION
AUDITOR, AT NO ADDITIONAL COST TO THE OWNER.
3. USE OF RAIN SENSOR SHUT OFF OVER-RIDE DEVICE
2. NO OVERSPRAY ONTO PAVEMENT PERMITTED
1. SEPARATE TURF / SHRUB ZONES FOR SCHEDULING ADJUSTMENT
IRRIGATION WATER CONSERVATION SHALL BE ACCOMPLISHED THROUGH THE FOLLOWING EFFORTS:
WATER CONSERVATION
IRRIGATION NOTE:
FOR NO OVERSPRAY ONTO WALLS AND WALKS. NO OVERSPRAY INTO STREETS IS PERMITTED.
1. L.I.C. SHALL SELECT R-VAN SPRAY NOZZLES FOR "HEAD-TO-HEAD" COVERAGE, ADJUSTED
2. ALL PIPE TO BE SIZED SUCH THAT FLOWS WILL NOT EXCEED VELOCITY OF 5 FPS
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
VALVE KEY
RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL, "TREE BUBBLER ZONE" VALVE
RAIN BIRD R-VAN-STRIP 1806-SAM-P45 ,TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND
ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK
VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET.
RAIN BIRD PEB SERIES
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.
SYMBOL MANUFACTURER/MODEL
LASCO "V" SERIES SCH. 80 PVC TRUE UNION BALL VALVE, MAINLINE SIZE
IRRIGATION LATERAL LINE: CLASS 200
IRRIGATION MAINLINE: SCHEDULE 40 PVC
RAINBIRD 1806-SAM-PRS SERIES POP UP SPRAY HEADS WITH ADAPTER AND RAINBIRD #1402 SERIES BUBBLER NOZZLES. (TWO PER TREE)
M IRRIGATION WATER METER AND TAP (BY OTHERS) SIZE AS NOTED ON THE PLAN
C RAINBIRD ESP12LXMEF2P SERIES AUTOMATIC WALL MOUNT CONTROLLER
RAINBIRD WR2-RFC RAIN / FREEZE SENSOR LOCATE SENSOR AS FIELD DIRECTED BY THE LANDSCAPE ARCHITECT
IRRIGATION SLEEVES, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED
AREA TO RECEIVE DRIPLINE
RAINBIRD XFS-CV-06-12 SERIES DRIP TUBE IN SHRUB BED INSTALLED AT 2" DEPTH
RAINBIRD 33DLRC QUICK COUPLER, 3/4"QC
1" MASTER VALVE MODEL # 100-EFB-CP WITH RAINBIRD FLOW SENSOR MODEL #FS100B SERIES
RAINBIRD XCZ-100-PRB-COM / 150-PRB-COM SERIES AUTOMATIC DRIP VALVE ASSEMBLY WITH 40 PSI PRESSURE REGULATOR
XCZ-100-PRB-COM - 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PSI QUICK-CHECK BASKET
FILTER. 0.3GPM TO 20GPM.
R
IRRIGATION LEGEND
ZURN / WILKINS 375XLB SERIES REDUCED PRESSURE TYPE BACKFLOW PREVENTOR INSTALLED PER CITY CODE
WITH HEATED / INSULATED ALUMINUM ENCLSOURE AND SAME SIZE BRONZE BALL VALVE INSTALLED ON THE UP-STREAM SIDE.
G.C. TO COORDINATE POWER TO BACKFLOW ENCLOSURE LOCATION PRIOR TO CONSTRUCTION
P.O.C. NUMBER: 01
Water Source Information: Irrigation Meter, By Others
FLOW AVAILABLE
Water Meter Size: 1"
Flow Available: 30 gpm
PRESSURE AVAILABLE
Static Pressure at POC (est.): 68.00 psi
Elevation Change: NA
Service Line Size: NA
Length of Service Line: NA
Pressure Available:65.00 psi
DESIGN ANALYSIS
Maximum Station Flow: 16.0 gpm
Flow Available at POC:30.0 gpm
Residual Flow Available: 14.0 gpm
Critical Station: 1
Head Pressure Required: 35.00 psi
Friction Loss (Laterals): 0.97 psi
Fittings Loss (Laterals): 0.09 psi
Loss through Valve: 1.80 psi
Pressure Req. at Critical Station:37.86 psi
Loss for Main Line: 3.12 psi
Loss for Fittings 20%(Main Line): 0.62 psi
Loss for Master Valve: 1.80 psi
Loss for Backflow: 11.00 psi
Loss for Water Meter: 0.4 psi
Critical Station Pressure at POC:54.8 psi
Pressure Available:65.00 psi
Residual Pressure Available: 10.2 psi
CRITICAL ANALYSIS
LATERAL PIPE SHALL BE SIZED TO ALLOW A MAXIMUM FLOW VELOCITY OF FIVE FEET
PER SECOND ACCORDING TO THE FOLLOWING CHART:
FLOW IN GPM
UP TO 5 GPM
6 - 10 GPM
11 - 15 GPM
16 - 28 GPM
29 - 35 GPM
36 - 54 GPM
55 - 81 GPM
82 - 120 GPM
LATERAL PIPE SIZE
3/4" CLASS 200
3/4" CLASS 200
1" CLASS 200
1 1/4" CLASS 200
1 1/2" CLASS 200
2" CLASS 200
2 1/2" CLASS 200
3" CLASS 200
LATERAL PIPE SIZE CHART
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15
17
9
2
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44
12
18
11
20
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7
8
21
15 17 18
13
13
15
22
16
SITE PLAN
SP1.0
SHEET NAME:
SHEET NUMBER:
2021 DB Franchising USA, LLC
DESCRIPTION:DATE:REV:
10.02.23
c
1001 SE SANDY BLVD, SUITE 100
PORTLAND, OR 97214
V. 503.552.9079
F. 503.241.7055
WWW.GNICHARCH.COM
AN OREGON LIMITED LIABILITY COMPANY
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ISSUED FOR PERMIT:
08.31.2023
SCALE: 1/16" = 1'-0"
SITE PLAN1N
SITE PLAN KEYNOTES:
1. ACCESSIBLE VAN PARKING STALL W/ ACCESSIBLE PARKING ONLY SIGN
2. ACCESSIBLE HARDWARE AND CLEARANCES REQUIRED
3. PARKING STALL, TYPICAL (18' X 9') OR AS REQUIRED BY LOCAL JURISDICTION
4. DIRECTIONAL PAINT, AS REQUIRED
5. ACCESSIBLE ROUTE FROM PUBLIC ROW
6. NOT USED.
7. TRASH ENCLOSURE, 20'x12' MIN. OR AS REQUIRED BY LOCAL JURISDICTION,
W/ LOCKING GATES. REFER TO SHEETS A9.0-A9.1 FOR DETAILS; COORD. W/
LOCAL REFUSE SERVICE PROVIDER FOR MIN. REQUIREMENTS AND
CLEARANCES
8. TRASH LOADING ZONE, COORDINATE APPROACH AND ORIENTATION OF
TRASH ENCLOSURE W/ LOCAL REFUSE SERVICE PROVIDER
9. CONCRETE PAD AT DRIVE-THRU WINDOW; DRIVE-THRU CONC. PAD: MIN. 60'
IN LENGTH, UNLESS NOTED OTHERWISE
10. WALK-UP SERVICE WINDOW
11. 6" BOLLARD W/ DB BOLLARD COVERS, BOLLARD LOCATIONS VARY FOR
INDIVIDUAL STORE DESIGNS; SEE FLOOR PLANS
12. RUNOFF POND LOCATION.
13. CONC. MEDIAN, 4' WIDE MIN.; 5' WIDE PREFERRED.
14. PREFERRED GREASE INTERCEPTOR LOCATION, IF REQUIRED BY LOCAL
JURISDICTION
15. PROVIDE 2" CONDUIT W/ PULL STRING TO CHRISTY BOX FOR FUTUREDRIVE-THRU SENSORS.
16. MONUMENT, BY OTHERS, FACING MAIN STREET, REFERENCE SHEET SP1.1
17. POLE MOUNTED STATIC BACKLIT LED MENU BOARD, BY OTHERS, PROVIDE
POWER AND DATA IN WEATHERPROOF J-BOX, REFERENCE SHEET SP1.1
18. PROVIDE 2" CONDUIT W/ PULL STRING TO CHRISTY BOX, FOR FUTUREDIGITAL MENU BOARD UPGRADE
19. POLE MOUNTED DIRECTIONAL SIGNAGE, BY OTHERS, REFERENCE SHEET
SP1.1
20. EXIT LANE W/ STRIPING, STRIPES 4" WIDE, 24" O.C., SAFETY WHITE.
21. CONCRETE APRON AT TRASH ENCLOSURE.
22. CENTRAL FEATURES AND COMMUNITY SPACES REQUIREMENTS.
1 10.02.23 CITY COMMENTS
1
1