HomeMy WebLinkAboutPlans - Site, Landscape and Elevations Plans - 12/04/2024VICINITY MAP
CONSULTANTS
CIVIL/TRAFFIC ENGINEER:
PLANNER/LANDSCAPE ARCHITECT/IRR.:
KIMLEY HORN
3325 S.TIMBERLINE RD
SUITE 130
FORT COLLINS, CO 80525
NORRIS DESIGN
244 NORTH COLLEGE AVE.
SUITE #165
FORT COLLINS, CO 80521
P: (970) 541-1854
KRF DRAKE
1509 YORK STREET, SUITE 201
DENVER, CO 80206
OWNER/APPLICANT:
EXISTING ZONING AND LAND USE TABLE
ZONING GENERAL COMMERCIAL
COMPREHENSIVE PLAN DESIGNATION URBAN MIXED USE DISTRICT
EXISTING USE COMMERCIAL (AUTOMOTIVE RETAIL)
LEGAL DESCRIPTION
PROPOSED LAND USE TABLE
PROPOSED LAND USE (ZONING)SIZE (ACRES)BUILDING
HEIGHT
LOT 1 (C-G)1.39 AC N/A
LOT 2 (C-G)0.94 AC N/A
LOT 3 (C-G)1.54 AC N/A
LOT 4 (C-G)2.40 AC N/A
NET TOTAL 6.27 AC
RIGHT-OF-WAY DEDICATION 0.68 AC N/A
GROSS TOTAL 6.94 AC
PARCEL INFORMATION
PARCELS 9726100016, 9726114001, AND 9726100023,GENERALLY LOCATED
AT 2601 S COLLEGE AVENUE IN THE CITY OF FORT COLLINS
SITE PLAN NOTES
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE
PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH
SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING
VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN SHALL OCCUR PER FUTURE PHASING PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP
CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE, AND UNNECESSARY DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE SITE PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE, UNLESS A
SPECIFIC VARIANCE IS GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES.
ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT-OF-WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY
OWNERS' ASSOCIATION. THE PROPERTY OWNERS' ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL
PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
13.THE PROPERTY OWNER FOR EACH LOT IS RESPONSIBLE FOR SNOW REMOVAL ON ALL SIDEWALKS ADJACENT TO EACH LOT UNLESS OTHERWISE SPECIFIED.
14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS
PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF
THE FIRST CERTIFICATE OF OCCUPANCY.
15.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE
OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE
OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE
ADEQUATE VISIBILITY.
16.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE
PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A
POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF EIGHT-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY
MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
COVER
CS-001
NORTH
0 2000'1000'
SCALE 1" = 1000'
2601 S COLLEGE - BASIC DEVELOPMENT REVIEW
LOCATED IN THE TRACT OF LAND IN THE NE1/4 OF SECTION 26, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
COUNTY OF LARIMER, STATE OF COLORADO
WEST DRAKE ROAD EAST DRAKE ROAD
THUNDERBIRD RD
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NOTE: EACH PLANNING AREA IS DESIGNED TO ACCOMMODATE FUTURE
USES/USERS AS PERMITTED IN THE GENERAL COMMERCIAL (CG) ZONING
DISTRICT, HOWEVER, NO USES/USERS ARE PROPOSED AS PART OF THIS BASIC
DEVELOPMENT REVIEW APPLICATION.
PLANNING CERTIFICATE
OWNER'S CERTIFICATE
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD
SERVICES OF THE CITY OF FORT COLLINS, COLORADO
ON THIS _________ DAY OF_________, 20___.
___________________________________________________________________________
Directors Signature
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL
OWNERS OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY
CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS
SET FORTH ON SAID PROJECT DEVELOPMENT PLAN WITHIN THE LIMIT OF
DEVELOPMENT BOUNDARY.
__________________________________________________________
Owner (Signed)Date
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS_____________ DAY OF _____________ A.D., 20______. BY
__________________________________________________________________________
(Print Name)
AS______________________________________________________
MY COMMISSION EXPIRES:__________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
________________________________________________________
Notary Public Address
ZONING MAP
NOTE: ZONING MAP NOT TO SCALE
SHEET INDEX
COVER SHEET CS-001
OVERALL SITE PLAN LS-100
SITE PLAN LS101
SITE PLAN LS102
SITE PLAN LS103
SITE PLAN LS104
LANDSCAPE NOTES LP-001
HYDROZONE PLAN LP-002
TREE MITIGATION PLAN LP-003
PLANT SCHEDULES LP-004
OVERALL LANDSCAPE PLAN LP-100
LANDSCAPE PLAN LP101
LANDSCAPE PLAN LP102
LANDSCAPE PLAN LP103
LANDSCAPE PLAN LP104
LANDSCAPE DETAILS LP105
IRRIGATION NOTES LI-001
OVERALL IRRIGATION LI-100
IRRIGATION PLAN LI-101
IRRIGATION PLAN LI-102
IRRIGATION PLAN LI-103
IRRIGATION PLAN LI-104
IRRIGATION DETAILS LI-501
IRRIGATION DETAILS LI-502
IRRIGATION DETAILS LI-503
NORTH
PARCEL 1: (2601 S. COLLEGE AVE., SCHEDULE #R0133361 AND R0131393 FOR INFORMATIONAL PURPOSES
ONLY)
LOT 1, GHENT SUBDIVISION, ACCORDING TO PLAT RECORDED APRIL 24, 1967 IN BOOK 9 AT PAGE 134,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO,
EXCEPT THOSE PORTIONS CONVEYED TO THE CITY OF FORT COLLINS IN DEED RECORDED MAY 1, 1996
AT RECEPTION NO. 96030371 AND IN DEED RECORDED AUGUST 28, 2015 AT RECEPTION NO. 20150057258.
AND,
TRACT OF LAND IN THE NE1/4 OF SECTION 26, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M.,
CONSIDERING THE NORTH LINE OF NE1/4 OF SAID SECTION 26 AS BEARING N 89°30' W AND WITH ALL
BEARINGS CONTAINED HEREIN RELATIVE THERETO IS CONTAINED WITHIN THE BOUNDARY LINES WHICH
COMMENCE AT NE CORNER OF SECTION 26; THENCE N 89°30' W AND ALONG THE NORTH LINE OF SAID
SECTION 26, 118.46 FEET; THENCE S 00°30' W 30 FEET, THENCE S 44°34' E 69.60 FEET TO POINT ON WEST
RIGHT-OF-WAY LINE OF U.S. HIGHWAY #287; THENCE S 00°19' W AND ALONG SAID WEST RIGHT-OF-WAY
LINE 489.36 FEET TO NORTH LINE OF THUNDERBIRD DRIVE; THENCE N 89°30' W AND ALONG SAID NORTH
RIGHT-OF-WAY LINE OF THUNDERBIRD DRIVE, 370.0 FEET TO POINT OF BEGINNING; THENCE CONTINUING
N 89°30' W AND ALONG SAID NORTH RIGHT-OF-WAY OF THUNDERBIRD DRIVE, 317.80 FEET TO EAST
RIGHT-OF-WAY LINE OF MASON STREET; THENCE N 00°18' E AND ALONG SAID EAST RIGHT-OF-WAY LINE
OF MASON STREET, 235.27 FEET; THENCE LEAVING SAID STREET S 89°30' E, 325.40 FEET; THENCE S 00°19'
W, 63.0 FEET; THENCE N 89°30' W 7.60 FEET; THENCE S 00°19' W, 172.24 FEET TO POINT OF BEGINNING.
EXCEPT THAT PORTION CONVEYED TO THE CITY OF FORT COLLINS IN DEED RECORDED AUGUST 28, 2015
AT RECEPTION NO. 20150057258.
PARCEL 2: (2627 S. COLLEGE AVE., SCHEDULE #R0131369 ? FOR INFORMATIONAL PURPOSES ONLY)
A TRACT OF LAND SITUATE IN THE NE1/4 OF SECTION 26, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE
6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, WHICH CONSIDERING THE
NORTH LINE OF SAID SECTION 26 AS BEARING N 89°30' W AND WITH ALL BEARINGS CONTAINED HEREIN
RELATIVE THERETO IS CONTAINED WITHIN THE BOUNDARY LINES WHICH BEGIN AT A POINT WHICH
BEARS N 89°30' W, 118.46 FEET AND AGAIN S 00°30' W, 30.00 FEET AND AGAIN S 44°34' E, 69.60 FEET AND
AGAIN S 00°19' E, 254.12 FEET FROM THE NE CORNER OF SAID SECTION 26, SAID POINT OF BEGINNING
LYING ON THE WESTERLY RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY NO. 1 AND RUN THENCE S
00°19' E, 63.00 FEET ALONG SAID WESTERLY RIGHT OF WAY LINE; THENCE N 89°30' W, 362.40 FEET;
THENCE N 00°19' W 63.00 FEET; THENCE S 89°30' E, 362.40 FEET TO THE POINT OF BEGINNING;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF FORT COLLINS IN DEED RECORDED MAY 1, 1996 AT
RECEPTION NO. 96030369.
PARCEL 3: (132 W. THUNDERBIRD DR., SCHEDULE #R1310470 AND R0134201 ? FOR INFORMATIONAL
PURPOSES ONLY)
ALL OF MOORE ADDITION, FIRST FILING, ACCORDING TO PLAT RECORDED JULY 10, 1969 IN BOOK 1413 AT
PAGE 175, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
WEST DRAKE ROAD EAST DRAKE ROAD
COLORADO
STATE
UNIVERSITY
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PROPERTY LINE
LIMIT OF WORK
MATCHLINE
RIGHT-OF-WAY
LEGEND
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
OVERALL
SITE PLAN
LS-100
NORTH
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
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N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
0 4020 80
SCALE 1" = 40'
LS-101 LS-102
LS-103 LS-104
ELEC
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LOT 4
104,334 SF
2.40 ACRES
LOT 3
67,247 SF
1.54 ACRES
LINEWORK
PER CAPITAL
IMPROVEMENTS
PROJECT
SITE DISTANCE TRIANGLE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
LEGEND
SITE PLAN
LS-101
MATCHLINE, SEE SHEET LS-103
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
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12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
KEY MAP
SCALE: 1"=150'
LS-101 LS-102
LS-103 LS-104
NORTH
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SCALE 1" = 20'
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LOT 1
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1.39 ACRES
LINEWORK PER CAPITAL
IMPROVEMENTS PROJECT
SITE DISTANCE TRIANGLE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
LEGEND
LS-102
OWNER:
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LS-104
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SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LS-101 LS-102
LS-103 LS-104
SITE PLAN
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WEST THUNDERBIRD DRIVE
LOT 4
104,334 SF
2.40 ACRES
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
LEGEND
LS-103
OWNER:
DATE:
SHEET TITLE:
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5994 S HOLLY ST, #185
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12/04/24 SUBMITTAL
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NOT FOR
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244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LS-101
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SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LS-101 LS-102
LS-103 LS-104
SITE PLAN
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26'-0" ACCESS EASEMENT
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WEST THUNDERBIRD DRIVE
NOT A PART
LOT 1
WALTERS SUBDIVISION
LOT 2
WALTERS SUBDIVISION
LOT 3
WALTERS SUBDIVISION
LOT 2
40,766 SF
0.94 ACRES
SITE DISTANCE TRIANGLE
SITE DISTANCE TRIANGLE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
LEGEND
LS-104
OWNER:
DATE:
SHEET TITLE:
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
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12/04/24 SUBMITTAL
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NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LP-102
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SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LS-101 LS-102
LS-103 LS-104
SITE PLAN
LANDSCAPE
NOTES
LP-001
FORT COLLINS LANDSCAPE NOTES
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE FREE OF ANY
DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD APPROPRIATE TO THE
SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS.
ALL TREES SHALL BE BALL AND BURLAP OR EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND
TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE
IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS
WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL TURF
AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB
BEDS AND TREES, INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN
AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE
APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE
ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL.
IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR
MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION
STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION
REVIEW PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION
OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE
CONSTRUCTION PROCESS.
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING
CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING
REVEGETATION AND LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN
ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS,
INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED TO A DEPTH OF NOT
LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY
INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6)
INCHES BY TILLING, DISCING OR OTHER SUITABLE METHOD, AT A RATE OF AT LEAST THREE
(3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF
LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A
WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR
AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED,
CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO
SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK
ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE
EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE
LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE
VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF
OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND
OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS
ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND
OTHER SITE DETAILS. THE APPLICANT, LANDOWNER OR SUCCESSORS IN INTEREST SHALL
BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL
LANDSCAPING ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED
FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH
AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A
STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL
BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND
UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES
OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE
CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE
ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE
OR EASEMENTS WITH THE EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST
BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE
OR EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN
ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER
DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND
MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION
-- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY. OVERALL QUANTITY, QUALITY,
AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT
OF CONFLICT WITH THE QUANTITIES INCLUDED IN THE PLANT LIST, SPECIES AND
QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND
LOCATION MUST HAVE WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.
13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES. REFER
TO GENERAL LANDSCAPE NOTES FOR ADDITIONAL DETAIL.
TREE PROTECTION NOTES
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL
AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS
FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR
FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS
EVALUATED AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS
FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A
BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE
REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL
PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM
OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET
FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE
SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN
THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT
THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE
MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY
OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY
PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM
CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY
EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE
ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART
AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF
SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE
REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING
UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF
TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE
TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS
DESCRIBED IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO
JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST
COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT
SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE
NESTS ARE FOUND, THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL
REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE
REMOVAL AND CONSTRUCTION APPLY
TREE DIAMETER AT BREAST HEIGHT (IN)AUGER DISTANCE FROM FACE OF TREE (FT)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
STREET TREE NOTES
1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS
AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS
CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR
RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE PLANTINGS AT THE
COMPLETION OF EACH PHASE OF THE DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN
ON THE LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS REQUIRED BEFORE
FINAL APPROVAL OF EACH PHASE.
3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE SELECTED IN ACCORDANCE
WITH ALL CITY CODES AND POLICIES. ALL TREE PRUNING AND REMOVAL WORKS SHALL BE
PERFORMED BY A CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY
CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE DEVELOPER USING A
QUALIFIED LANDSCAPE CONTRACTOR.
4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET TREES AFTER PLANTING UNTIL
FINAL MAINTENANCE INSPECTION AND ACCEPTANCE BY THE CITY OF FORT COLLINS
FORESTRY DIVISION. ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN
APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO ACCEPTANCE.
5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET TREE LOCATIONS MAY BE
ADJUSTED TO ACCOMMODATE DRIVEWAY LOCATIONS, UTILITY SEPARATIONS BETWEEN
TREES, STREET SIGNS AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE
MIDDLE OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN MUST BE
INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY TO MEET SEPARATION
STANDARDS.
GENERAL LANDSCAPE NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC
QUANTITIES TAKE PRECEDENCES OVER WRITTEN QUANTITIES.
2.THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT
MATERIAL PRIOR TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE
MAY REJECT PLANT MATERIAL AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR
DECLINING IN HEALTH AT THE TIME OF ONSITE INSPECTIONS OR IF THE PLANT MATERIAL
DOES NOT MEET THE MINIMUM SPECIFIED STANDARD IDENTIFIED ON THE PLANS AND IN THE
SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S
REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS
PRIOR TO INSTALLATION.
3.THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR
DISCRETION BASED ON SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE
PROJECT. THE CONTRACTOR SHALL VERIFY PLANT MATERIAL SIZES WITH OWNER'S
REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR STOCKING OF PLANT MATERIALS.
SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR APPROVAL IF
ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION.
RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A
REQUEST FOR MATERIAL CHANGES.
4.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A
PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE
OWNER'S REPRESENTATIVE FOR THE ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN
THE CONTRACT DOCUMENTS OR SPECIFICATIONS.
5.REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE
LANDSCAPE. IN NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE
FROM BUILDING OR WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT.
ALL IRRIGATION DISTRIBUTION LINES, HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE
MINIMUM DISTANCE AWAY FROM ALL BUILDING AND WALL FOUNDATIONS AS STIPULATED IN
THE GEOTECHNICAL REPORT.
6.LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE
AND LATERAL LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO
THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE
MATERIAL.
7.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE
EXISTS IN ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT
FLOW TOWARD STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM
FOUNDATIONS PER THE GEOTECHNICAL REPORT RECOMMENDATIONS. ALL LANDSCAPE
AREAS BETWEEN WALKS AND CURBS SHALL DRAIN FREELY TO THE CURB UNLESS
OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE GRADE, TURF
THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM
SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS
SPECIFICALLY IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S
REPRESENTATIVE.
8.TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY
EASEMENTS. CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN
QUESTIONABLE AREAS PRIOR TO INSTALLATION.
9.THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE
CENTER OF ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR DRIVE
LANE. EVERGREEN TREES SHALL NOT BE LOCATED ANY CLOSER THAN 15' FROM IRRIGATION
ROTOR HEADS. NOTIFY OWNER'S REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH
THESE STANDARDS FOR FURTHER DIRECTION.
10.ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT
EXHIBIT SIGNS OF ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S
REPRESENTATIVE.
11.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR
FROM ACCEPTANCE OF LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE.
OBTAIN APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO REMOVAL.
12.ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG
TO PROTECT GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE
GIVEN BY OWNER'S REPRESENTATIVE PRIOR TO DOING WORK.
13.ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS; REFER TO MATERIAL
SCHEDULE FOR SPECIFIED MULCH. OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE
FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS.
14.SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY SPECIFIED STEEL
EDGER OR SPADE DUG EDGE. REFER TO MATERIAL SCHEDULE AND PLANS. EDGER IS NOT
REQUIRED WHEN ADJACENT TO CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3” OF
PRE-MULCHED FINAL GRADE. EDGER SHALL NOT BE REQUIRED TO SEPARATE MULCH TYPES
UNLESS SPECIFIED ON THE PLANS.
15.ALL PLANTING BEDS ARE TO BE MULCHED WITH SPECIFIED ROCK MULCH; REFER TO
MATERIAL SCHEDULE AND PLANS.
16.AT SEED AREA BOUNDARIES ADJACENT TO EXISTING NATIVE AREAS, OVERLAP ABUTTING
NATIVE AREAS BY THE FULL WIDTH OF THE SEEDER.
17.CONTRACTOR SHALL OVER SEED ALL MAINTENANCE OR SERVICE ACCESS BENCHES AND
ROADS WITH SPECIFIED SEED MIX UNLESS OTHERWISE NOTED ON THE PLANS.
18.ALL SEEDED SLOPES EXCEEDING 25% IN GRADE (4:1) SHALL RECEIVE EROSION CONTROL
BLANKETS. PRIOR TO INSTALLATION, NOTIFY OWNER'S REPRESENTATIVE FOR APPROVAL OF
LOCATION AND ANY ADDITIONAL COST IF A CHANGE ORDER IS NECESSARY.
19.WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN
ON THE PLANS.
20.THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY SPECIFICATIONS
FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO
STANDARDS SHALL HAVE PRECEDENCE.
21.THE DEVELOPER, HIS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE
INSTALLATION, MAINTENANCE AND REPLACEMENT OF ALL IMPROVEMENTS SHOWN OR
INDICATED ON THE APPROVED LANDSCAPE PLAN ON FILE IN THE PLANNING DEPARTMENT.
22.TREES IN THE TREE LAWN ADJACENT TO LOTS WILL BE PLANTED AT THE TIME OF
DEVELOPMENT AND WILL MEET MINIMUM SPACING AND QUANTITY REQUIREMENTS AS
DETERMINED BY DRIVEWAY ACCESS. QUANTITIES SHOWN IN THIS PLAN ARE
REPRESENTATIVE.
23.TREES IN AND ADJACENT TO TRACTS (IN TREE LAWN), ALONG THE REGIONAL TRAIL, AND
ALONG THE PROSPECT ROAD FRONTAGE WILL BE INSTALLED AT THE TIME OF
CONSTRUCTION OF THE INFRASTRUCTURE.
OWNER:
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
ELEC
C
ELEC
T S
S
ELEC
X
W
W
W
W
W
W
W
W
T
T
T T T T T T T T T
TTT
W
W
W
W W W W
CSCS
HY D
EEE
EEE
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
ELEC
H2O
S
S
C
S
S
S
S
H2O
G
G
G
G
G
G
G
G
G
G G
GGGGGGGGGGG
W WWWWWWWWWWWWWWWWW
W
W W W W W W W W W W
D
D
D
D
D
VAULT
ELEC
VAULT
F.O.
VAULT
F.O.VAULT
F.O.VAULT
F.O.
ELEC
VAULT
CABLE
F.O.
F.O.
W
W
W
W
W
W
W
SSS
S
S
S
S
S
S
S
S
SD SD
SO
U
T
H
C
O
L
L
E
G
E
A
V
E
N
U
E
(U
S
H
I
G
H
W
A
Y
2
8
7
)
WEST DRAKE ROAD
MC
C
L
E
L
L
A
N
D
D
R
I
V
E
WEST THUNDERBIRD DRIVE
SYMBOL DESCRIPTION QTY (SF)
WATER NEEDED
(GALLONS/SF/YR)
ANNUAL WATER USE
(GALLONS)
NON-IRRIGATED 249,162 0 0
LOW WATER USE 8,204 8 65,632
HIGH WATER USE 10,835 18 195,030
TOTAL 19,039 13.7 260,662
WATER USE TABLE
PROPERTY LINE
LIMIT OF WORK
RIGHT-OF-WAY
LEGEND
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
HYDROZONE
PLAN
LP-002
OWNER:
DATE:
SHEET TITLE:
CH
E
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2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 4020 80
SCALE 1" = 40'
NOT A PART
ELEC
C
ELEC
T S
S
ELEC
X
W
W
W
W
W
W
W
W
T
T
T T T T T T T T T
TTT
W
W
W
W W W W
CSCS
HYD
EEE
EEE
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
ELEC
H2O
S
S
C
S
S
S
S
H2O
G
G
G
G
G
G
G
G
G
G G
GGGGGGGGGGG
W WWWWWWWWWWWWWWWWW
W
W W W W W W W W W W
D
D
D
D
D
VAULT
ELEC
VAULT
F.O.
VAULT
F.O.VAULT
F.O.VAULT
F.O.
ELEC
VAULT
CABLE
F.O.
F.O.
W
W
W
W
W
W
W
SSS
S
S
S
S
S
S
S
S
SD SD
#1
#2
#3
#4
#5
#7
#6
SO
U
T
H
C
O
L
L
E
G
E
A
V
E
N
U
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(U
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H
I
G
H
W
A
Y
2
8
7
)
WEST DRAKE ROAD
MC
C
L
E
L
L
A
N
D
D
R
I
V
E
WEST THUNDERBIRD DRIVE
EXISTING TREE TO BE
REMOVED
LEGEND
PROPERTY LINE
LIMIT OF WORK
RIGHT-OF-WAY
PROPOSED TOPOGRAPHY
EXISTING TOPOGRAPHY
TREE MITIGATION
PLAN
LP-003
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
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DR
A
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5
2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
TREE INVENTORY AND MITIGATION INFORMATION
#Species Stems DBH
(inches)
Condition Forestry
Mitigation
Keep/
Remove
Notes
1 Thornless
Honeylocust
1 10"Poor 1.0 R Removal due to condition and
conflicts with improvements
2 Thornless
Honeylocust
1 14"Poor 1.5 R Removal due to condition and
conflicts with improvements
3 Thornless
Honeylocust
1 11"Fair 1.5 R Removal due to condition and
conflicts with improvements
4 Thornless
Honeylocust
1 13"Poor 1.0 R Removal due to condition and
conflicts with improvements
5 Thornless
Honeylocust
1 12"Poor 1.0 R Removal due to condition and
conflicts with improvements
6 Green Ash 1 32"Fair +4.0 R Removal due to conflicts with
improvements
7 Elm 1 18"Fair 2.0 R Removal due to conflicts with
improvements
NORTH
0 4020 80
SCALE 1" = 40'
TYPE QTY REQUIRED MITIGATION TREES
(K)= TREES TO REMAIN 0 N/A
(R)= TREES TO BE REMOVED 7 12.0
TOTAL 7 12.0
NOT A PART
CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE WATER USE HEIGHT SPREAD
DECIDUOUS CANOPY TREES
CA SP 5 CATALPA SPECIOSA NORTHERN CATALPA B & B 2"CAL LOW 50`-60`40`-50`
GL SH 5 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM SHADEMASTER LOCUST B & B 2"CAL LOW 40`-50`30`-40`
GY DI 6 GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2"CAL LOW 50`-60`40`-50`
QU MA 6 QUERCUS MACROCARPA BURR OAK B & B 2"CAL LOW 70'-80'70'-80'
QU MU 5 QUERCUS MUEHLENBERGII CHINKAPIN OAK B & B 2"CAL LOW 40`-50`50'-60'
ORNAMENTAL TREES
AC HW 5 ACER TATARICUM `HOT WINGS`HOT WINGS TATARIAN MAPLE B & B 1.5"CAL LOW 15`-20`15`-20`
CR IN 5 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN B & B 1.5" CAL.LOW 15`-25`15`-20`
PR CH 6 PRUNUS X VIRGINIANA `P002`SUCKER PUNCH CANADA CHOKECHERRY B & B 1.5"CAL LOW 25`-30`20`-25`
DECIDUOUS SHRUBS
CY SP 12 CYTISUS PURGANS `SPANISH GOLD`SPANISH GOLD BROOM CONT.#5 LOW 3`-4`5`-6`
PH SN 27 PHILADELPHUS X `SNOWBELLE`SNOWBELL MOCK ORANGE CONT.#5 LOW 3`-4`3`-4`
PR BE 6 PRUNUS BESSEYI WESTERN SAND CHERRY CONT.#5 LOW 6`-7`5`-6`
RH AU 12 RHUS TRILOBATA `AUTUMN AMBER`AUTUMN AMBER SUMAC CONT.#5 VERY LOW 1`-2`5`-6`
SY MK 12 SYRINGA PATULA `MISS KIM`MISS KIM LILAC CONT.#5 LOW 4`-5`4`-5`
EVERGREEN SHRUBS
AR CO 21 ARCTOSTAPHYLOS X COLORADOENSIS MOCK BEARBERRY MANZANITA CONT.#5 LOW <1`3`-4`
JU CC 14 JUNIPERUS SABINA `CALGARY CARPET` TM CALGARY CARPET JUNIPER CONT.#5 LOW 1`-2`7`-8`
PI MO 12 PINUS MUGO `MOPS`MUGO PINE CONT.#5 LOW 2`-3`2`-3`
ORNAMENTAL GRASSES
BO BA 78 BOUTELOUA GRACILIS `BLONDE AMBITION`BLOND AMBITION BLUE GRAMA GRASS CONT.#1 VERY LOW 2`-3`1`-2`
PA SH 97 PANICUM VIRGATUM `SHENANDOAH`SHENANDOAH SWITCH GRASS CONT.#1 LOW 3`-4`1`-2`
SP HE 48 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED CONT.#1 LOW 30" MAX.1`-2`
PLANT SCHEDULE
CODE DESCRIPTION PRODUCT NAME MANUFACTURER CONTACT MODEL #COLOR / FINISH SIZE / DIMENSIONS DETAIL NOTES
M-01 ROCK MULCH LOCAL RIVER ROCK PIONEER OR APPROVED
EQUAL
N/A N/A BROWN / TAN / PINK /
GREY
1 1/2"N/A TO BE PLACED IN SHRUB AREAS
AT 3" MIN. DEPTH OVER WEED
BARRIER
M-02 ORGANIC MULCH WASHINGTON CEDAR
(GORILLA HAIR)
PIONEER OR APPROVED
EQUAL
N/A N/A BROWN SEE PLANS N/A TO BE PLACED IN TREE
PLANTING RINGS AND
PERENNIAL/ORNAMENTAL GRASS
AEAS AT 3" MIN. DEPTH. WEED
BARRIER NOT REQUIRED
M-03 METAL EDGER METAL EDGER DURAEDGE OR
APPROVED EQUAL
N/A ROLLED TOP EDGE POWDER COAT GREEN 4" X 14 GAUGE 3/LP-501 TO BE INSTALLED PER
MANUFACTUER SPECIFICATIONS.
REFER TO GENERAL LANDSCAPE
NOTES
M-04 WEED BARRIER FABRIC MIRASCAPE E OR
APPROVED EQUAL
MIRAFI N/A N/A N/A N/A N/A TO BE PLACED AS NOTED IN THIS
SCHEDULE
M-05 SOIL AMENDMENT BIOCOMP A-1 ORGANICS OR
APPROVED EQUAL
N/A CLASS I N/A N/A N/A REFER TO GENERAL LANDSCAPE
NOTES. APPLY AT FOLLOWING
RATES:
SOD/TURF: 5 CY / 1,000 SF
PLANTING BEDS: 5 CY / 1,000 SF
SEEDED AREAS: 1.5 CY / 1,000 SF
LANDSCAPE MATERIAL SCHEDULE
PLANT
SCHEDULES
MITIGATION QTY SPECIES %
12%
12%
14%
14%
12%
12%
12%
14%
TOTAL ROUNDED
PERCENTAGE: 100%
LP-004
OWNER:
DATE:
SHEET TITLE:
CH
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
COMMON NAME
2.1
2.0
ALKAILGRASS
ALKALI SACATON
14.0 PLS/ACRETOTAL
EROSION CONTROL SEED MIX
PLS/ACRE
*IF BROADCAST METHOD IS USED, RATES SHALL BE DOUBLED
1.8BLUE GRAMA
.90BOTTLEBRUSH SQUIRRELTAIL
1.1
2.6
INLAND SALTGRASS
CANDADA WILDRYE
3.5WESTERN WHEAT
SEED MIXES
5
5
2
TOTAL MIT. QTY
REQUIRED: 12
ELEC
C
ELEC
T S
S
ELEC
X
W
W
W
W
W
W
W
W
T
T
T T T T T T T T T
TTT
W
W
W
W W W W
CSCS
HYD
EEE
EEE
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
ELEC
H2O
S
S
C
S
S
S
S
H2O
G
G
G
G
G
G
G
G
G
G G
GGGGGGGGGGG
W WWWWWWWWWWWWWWWWW
W
W W W W W W W W W W
D
D
D
D
D
VAULT
ELEC
VAULT
F.O.
VAULT
F.O.
VAULT
F.O.VAULT
F.O.
ELEC
VAULT
CABLE
F.O.
F.O.
W
W
W
W
W
W
W
SSS
S
S
S
S
S
S
S
S
SD SD
SO
U
T
H
C
O
L
L
E
G
E
A
V
E
N
U
E
(U
S
H
I
G
H
W
A
Y
2
8
7
)
WEST DRAKE ROAD
MC
C
L
E
L
L
A
N
D
D
R
I
V
E
WEST THUNDERBIRD DRIVE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
PROPOSED TOPOGRAPHY
SYMBOL COMMON NAME
SOD/SEED
COFC EROSION CONTROL SEED MIX
TEXAS HYBRID SOD
EXISTING TOPOGRAPHY
LEGEND
SYMBOL CODE DESCRIPTION
M-01 ROCK MULCH
OVERALL
LANDSCAPE PLAN
LP-100
OWNER:
DATE:
SHEET TITLE:
CH
E
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8
0
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2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
LP-101 LP-102
LP-103 LP-104
NORTH
0 4020 80
SCALE 1" = 40'
ELEC
T S
T T
T
T
T T T T T T T T T T T T
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
H2O
S S
G
W W W W W W W W W W W W W W W W W W
VAULT
F.O.
ELEC
VAULT
CABLE
F.O.W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
SD
STREET TREES REQUIRED ADJACENT TO LOTS WILL BE
PLANTED AT THE TIME OF DEVELOPMENT AND WILL MEET
MINIMUM SPACING AND QUANTITY REQUIREMENTS AS
DETERMINED BY DRIVEWAY ACCESS LOCATIONS.
WEST DRAKE ROAD
MC
C
L
E
L
L
A
N
D
D
R
I
V
E
LOT 4
104,334 SF
2.40 ACRES
LOT 3
67,247 SF
1.54 ACRES
LINEWORK
PER CAPITAL
IMPROVEMENTS
PROJECT
M-01
M-03
(3) CA SP
(3) AC HW
(2) QU MU
(3) GL SH
(2) CR IN
(5) PH SN
(13) SP HE
(3) SY MK
(3) PI MO
(3) RH AU
(13) PA SH
(3) PI MO
(3) RH AU
(13) PA SH
(3) CY SP
(2) JU CC
(14) BO BA
M
M
M
M
M
M
SITE DISTANCE TRIANGLE
CODE COMMON NAME
DECIDUOUS CANOPY TREES
QU MA BURR OAK
QU MU CHINKAPIN OAK
GY DI KENTUCKY COFFEETREE
CA SP NORTHERN CATALPA
GL SH SHADEMASTER LOCUST
ORNAMENTAL TREES
AC HW HOT WINGS TATARIAN MAPLE
PR CH SUCKER PUNCH CANADA CHOKECHERRY
CR IN THORNLESS COCKSPUR HAWTHORN
DECIDUOUS SHRUBS
RH AU AUTUMN AMBER SUMAC
SY MK MISS KIM LILAC
PH SN SNOWBELL MOCK ORANGE
CY SP SPANISH GOLD BROOM
PR BE WESTERN SAND CHERRY
EVERGREEN SHRUBS
JU CC CALGARY CARPET JUNIPER
AR CO MOCK BEARBERRY MANZANITA
PI MO MUGO PINE
ORNAMENTAL GRASSES
BO BA BLOND AMBITION BLUE GRAMA GRASS
SP HE PRAIRIE DROPSEED
PA SH SHENANDOAH SWITCH GRASS
PLANT SCHEDULE LEGEND
SYMBOL CODE DESCRIPTION
M-01 ROCK MULCH
M MITIGATION TREE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
SYMBOL COMMON NAME
SOD/SEED
COFC EROSION CONTROL SEED MIX
TEXAS HYBRID SOD
EXISTING TOPOGRAPHY
LANDSCAPE
PLAN
LP-101
MATCHLINE, SEE SHEET LP-103
MA
T
C
H
L
I
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,
S
E
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S
H
E
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T
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P
-
1
0
2
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
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B
Y
:
DR
A
W
N
B
Y
:
SW
C
D
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FO
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C
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8
0
5
2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
NORTH
0 2010 40
SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LP-101 LP-102
LP-103 LP-104
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
T T T T T T T
T
TTTTTT
E
E E
E
E
E
E E E E E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
ELEC
SH2O
G
G
G
G
G
G
G
G
G
G
W
W W
WWW
W W W W W W W W W W W W W W
WW
D
D
D
D
VAULT
ELEC
VAULT
F.O.
VAULT
F.O.
VAULT
F.O.
W
W
W
W
W
W
W
W
SD
SO
U
T
H
C
O
L
L
E
G
E
A
V
E
N
U
E
(U
S
H
I
G
H
W
A
Y
2
8
7
)
WEST DRAKE ROAD
LOT 1
60,572 SF
1.39 ACRES
LINEWORK PER CAPITAL
IMPROVEMENTS PROJECT
(3) QU MU
(3) PR CH
(3) GY DI
(3) PR CH
(2) QU MA
SITE DISTANCE TRIANGLE
CODE COMMON NAME
DECIDUOUS CANOPY TREES
QU MA BURR OAK
QU MU CHINKAPIN OAK
GY DI KENTUCKY COFFEETREE
CA SP NORTHERN CATALPA
GL SH SHADEMASTER LOCUST
ORNAMENTAL TREES
AC HW HOT WINGS TATARIAN MAPLE
PR CH SUCKER PUNCH CANADA CHOKECHERRY
CR IN THORNLESS COCKSPUR HAWTHORN
DECIDUOUS SHRUBS
RH AU AUTUMN AMBER SUMAC
SY MK MISS KIM LILAC
PH SN SNOWBELL MOCK ORANGE
CY SP SPANISH GOLD BROOM
PR BE WESTERN SAND CHERRY
EVERGREEN SHRUBS
JU CC CALGARY CARPET JUNIPER
AR CO MOCK BEARBERRY MANZANITA
PI MO MUGO PINE
ORNAMENTAL GRASSES
BO BA BLOND AMBITION BLUE GRAMA GRASS
SP HE PRAIRIE DROPSEED
PA SH SHENANDOAH SWITCH GRASS
PLANT SCHEDULE LEGEND
SYMBOL CODE DESCRIPTION
M-01 ROCK MULCH
M MITIGATION TREE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
SYMBOL COMMON NAME
SOD/SEED
COFC EROSION CONTROL SEED MIX
TEXAS HYBRID SOD
EXISTING TOPOGRAPHY
LANDSCAPE
PLAN
LP-102
OWNER:
DATE:
SHEET TITLE:
CH
E
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A
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LP-104
MA
T
C
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L
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N
E
,
S
E
E
S
H
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L
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-
1
0
1
NORTH
0 2010 40
SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LP-101 LP-102
LP-103 LP-104
ELEC
C
ELEC
EEEEE
E
E
EEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
S
GGGGGGGGGGGGGGGGGGG
W W W W W W W W W W W W W W W W W
F.O.
S
STREET TREES REQUIRED ADJACENT TO LOTS WILL BE
PLANTED AT THE TIME OF DEVELOPMENT AND WILL MEET
MINIMUM SPACING AND QUANTITY REQUIREMENTS AS
DETERMINED BY DRIVEWAY ACCESS LOCATIONS.
MC
C
L
E
L
L
A
N
D
D
R
I
V
E
WEST THUNDERBIRD DRIVE
LOT 4
104,334 SF
2.40 ACRES
M-01
M-03
M
(1) CR IN
(3) GY DI
(2) CR IN
(2) GL SH
(2) AC HW
(2) CA SP
(9) BO BA
(3) CY SP
(2) JU CC
(3) PH SN
(11) SP HE
(3) SY MK
(13) PA SH
(3) RH AU
(3) PI MO
(11) SP HE
(3) SY MK
(3) PH SN
(7) BO BA
(3) CY SP
(2) JU CC
(3) CY SP
(2) JU CC
(9) BO BA
(13) PA SH
(3) PI MO
(3) RH AU
(13) SP HE
(3) SY MK
(1) PH SN
(3) QU MA
M
M M
MM
SITE DISTANCE TRIANGLE
CODE COMMON NAME
DECIDUOUS CANOPY TREES
QU MA BURR OAK
QU MU CHINKAPIN OAK
GY DI KENTUCKY COFFEETREE
CA SP NORTHERN CATALPA
GL SH SHADEMASTER LOCUST
ORNAMENTAL TREES
AC HW HOT WINGS TATARIAN MAPLE
PR CH SUCKER PUNCH CANADA CHOKECHERRY
CR IN THORNLESS COCKSPUR HAWTHORN
DECIDUOUS SHRUBS
RH AU AUTUMN AMBER SUMAC
SY MK MISS KIM LILAC
PH SN SNOWBELL MOCK ORANGE
CY SP SPANISH GOLD BROOM
PR BE WESTERN SAND CHERRY
EVERGREEN SHRUBS
JU CC CALGARY CARPET JUNIPER
AR CO MOCK BEARBERRY MANZANITA
PI MO MUGO PINE
ORNAMENTAL GRASSES
BO BA BLOND AMBITION BLUE GRAMA GRASS
SP HE PRAIRIE DROPSEED
PA SH SHENANDOAH SWITCH GRASS
PLANT SCHEDULE LEGEND
SYMBOL CODE DESCRIPTION
M-01 ROCK MULCH
M MITIGATION TREE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
SYMBOL COMMON NAME
SOD/SEED
COFC EROSION CONTROL SEED MIX
TEXAS HYBRID SOD
EXISTING TOPOGRAPHY
LANDSCAPE
PLAN
LP-103
OWNER:
DATE:
SHEET TITLE:
CH
E
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K
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Y
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DR
A
W
N
B
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SW
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0
1
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G
E
FO
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T
C
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L
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I
N
S
,
C
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8
0
5
2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LP-101
MA
T
C
H
L
I
N
E
,
S
E
E
S
H
E
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1
0
4
NORTH
0 2010 40
SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LP-101 LP-102
LP-103 LP-104
X
X
X
W
W
W
W
W
W
W
W
W
W W W W W W W W
C SCS
HY D
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
C
S
G G G G
GGG
W W W W W
D
W
W
W
W
W
W
W
SSSSSSS
S
S
S
S
S
STREET TREES REQUIRED ADJACENT TO LOTS WILL BE
PLANTED AT THE TIME OF DEVELOPMENT AND WILL MEET
MINIMUM SPACING AND QUANTITY REQUIREMENTS AS
DETERMINED BY DRIVEWAY ACCESS LOCATIONS.
WEST THUNDERBIRD DRIVE
NOT A PART
LOT 1
WALTERS SUBDIVISION
LOT 2
WALTERS SUBDIVISION
LOT 3
WALTERS SUBDIVISION
LOT 2
40,766 SF
0.94 ACRES
(5) AR CO
(9) PA SH
(5) PH SN
(9) BO BA
(3) AR CO
(9) PA SH
(5) PH SN
(9) BO BA
(3) AR CO
(9) PA SH
(5) PH SN
(9) BO BA(5) AR CO
(3) JU CC
(7) BO BA
(1) QU MA
(3) PR BE
(9) PA SH
(5) AR CO
(5) BO BA
(3) PR BE
(9) PA SH
(3) JU CC
SITE DISTANCE TRIANGLE
SITE DISTANCE TRIANGLE
CODE COMMON NAME
DECIDUOUS CANOPY TREES
QU MA BURR OAK
QU MU CHINKAPIN OAK
GY DI KENTUCKY COFFEETREE
CA SP NORTHERN CATALPA
GL SH SHADEMASTER LOCUST
ORNAMENTAL TREES
AC HW HOT WINGS TATARIAN MAPLE
PR CH SUCKER PUNCH CANADA CHOKECHERRY
CR IN THORNLESS COCKSPUR HAWTHORN
DECIDUOUS SHRUBS
RH AU AUTUMN AMBER SUMAC
SY MK MISS KIM LILAC
PH SN SNOWBELL MOCK ORANGE
CY SP SPANISH GOLD BROOM
PR BE WESTERN SAND CHERRY
EVERGREEN SHRUBS
JU CC CALGARY CARPET JUNIPER
AR CO MOCK BEARBERRY MANZANITA
PI MO MUGO PINE
ORNAMENTAL GRASSES
BO BA BLOND AMBITION BLUE GRAMA GRASS
SP HE PRAIRIE DROPSEED
PA SH SHENANDOAH SWITCH GRASS
PLANT SCHEDULE LEGEND
SYMBOL CODE DESCRIPTION
M-01 ROCK MULCH
M MITIGATION TREE
PROPERTY LINE
LIMIT OF WORK
MATCHLINE
METAL EDGER
RIGHT-OF-WAY
W PROPOSED WATER LINE
S PROPOSED SEWER LINE
PROPOSED STORM LINE
PROPOSED FIRE HYDRANT
EXISTING STREET LIGHT
PROPOSED SIGN
E EXISTING ELECTRICAL LINE
G EXISTING GAS LINE
SS EXISTING SANITARY LINE
W EXISTING WATER LINE
OHU EXISTING OVERHEAD UTILITY LINE
PROPOSED TOPOGRAPHY
SYMBOL COMMON NAME
SOD/SEED
COFC EROSION CONTROL SEED MIX
TEXAS HYBRID SOD
EXISTING TOPOGRAPHY
LANDSCAPE
PLAN
LP-104
OWNER:
DATE:
SHEET TITLE:
CH
E
C
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DR
A
W
N
B
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G
E
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26
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S
C
O
L
L
E
G
E
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LP-102
MA
T
C
H
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,
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3
NORTH
0 2010 40
SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LP-101 LP-102
LP-103 LP-104
LANDSCAPE
DETAILS
LP-501
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
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Y
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DR
A
W
N
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SW
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I
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8
0
5
2
5
DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
1 2
3 4
2X
ROOT BALL DIAMETER
120°
120°
PRUNING NOTES:
1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,
CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
STAKING NOTES:
1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING
SEASON.
a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W.
SIDE).
b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR
PREVAILING WIND SIDE AND 180° FROM THAT SIDE).
c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.
2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO
KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE
LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES
FROM WIRE.
TREE PLANTING DETAIL
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7 14
13
12
11
10
9
8
PLACE MINIMUM 1/2" PVC PIPE AROUND
EACH WIRE, EXPOSED WIRE SHALL BE
MAXIMUM 2" EACH SIDE
6'-0"UNTREATED WOOD POST, MINIMUM
1.5" DIAMETER, ALL SHALL BE DRIVEN
OUTSIDE ROOTBALL AND IN
UNDISTURBED SOIL
TREE WRAP TO BE INSTALLED ONLY
FROM OCTOBER 1 THROUGH APRIL 30,
DECIDUOUS ONLY, WRAP FROM BASE
OF TRUNK TO BOTTOM LIMB
PLANT TREE SO THAT TOP MOST
MAJOR ROOT IS 1"-2" ABOVE FINISHED
GRADE
2'-0" RADIUS MULCH RING, CENTERED
ON TRUNK, 3" DEPTH, DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK,
FINISHED GRADE REFERENCES TOP OF
MULCH
1:1 SLOPE ON SIDES OF PLANTING
HOLE
ROPES AT TOP OF ROOTBALL SHALL BE
CUT, REMOVE TOP 1/3 OF BURLAP,
NON-BIODEGRADABLE MATERIAL SHALL
BE TOTALLY REMOVED
GROMMETED NYLON STRAPS
GALVANIZED WIRE, MINIMUM 12 GAUGE
CABLE,TWIST WIRE ONLY TO KEEP
FROM SLIPPING
4-6" HIGH WATER SAUCER IN NON-TURF
AREAS
BACKFILL WITH BLEND OF EXISTING
SOIL AND A MAXIMUM 20%, BY VOLUME,
ORGANIC MATERIAL, WATER
THOROUGHLY WHEN BACKFILLING
2'-0" STEEL T-POST, ALL SHALL BE
DRIVEN BELOW GRADE AND OUTSIDE
ROOTBALL IN UNDISTURBED SOIL
PLACE SOIL AROUND ROOT BALL
FIRMLY, DO NOT COMPACT OR TAMP,
SETTLE SOIL WITH WATER TO FILL ALL
AIR POCKETS
PLACE ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLAN VIEW - THREE STAKES
PRE
V
A
I
L
I
N
G
W
I
N
D
NOTE:
1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.
2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT
FROM ITS CONTAINER.
3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE
FINISH GRADE OF THE MULCH LAYER.
4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.
5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%
OF LIMBS.
SHRUB PLANTING
SCALE: 1 1/2" = 1'-0"
SET SHRUB ROOT-BALL 1"
HIGHER THAN FINISH GRADE
FINISH GRADE (TOP OF
MULCH)
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET
LP-004
TILL IN SPECIFIED SOIL
AMENDMENT TO A DEPTH OF
8" IN BED
BACKFILLED AMENDED SOIL
UNDISTURBED SOIL
1
2
3
4
5
6
2X CONTAINER
WIDTH
1X CONTAINER
HEIGHT
3
4
5
6
2
1
PERENNIAL PLANT LAYOUT
SCALE: 1" = 1'-0"
ON CENTER SPACING
NOTES:
1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE
PLANTS ARE MASSED.
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET
LP-002
AMENDED PLANTING BED
TILLED TO A DEPTH OF 6"
CENTER OF PLANT
1
2
3
1
2
3
SECTION
PLAN PLAN ON CURVE
SECTION
LONGITUDINAL SECTION OF
EDGER AT LOW POINT
FINISHED GRADE, TOP OF SOD
THATCH LAYER AND TOP OF
MULCH OR CRUSHER FINES
SHALL BE FLUSH WITH TOP OF
EDGER
AMENDED SOIL PER
SPECIFICATIONS
METAL EDGER, DRILL (16) 1/2"
DIAMETER HOLES 1" ON
CENTER MINIMUM AT ALL LOW
POINTS OR POORLY DRAINING
AREAS IN ORDER TO ENSURE
ADEQUATE DRAINAGE
EDGER STAKE
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY
1
2
3
4
5
METAL EDGER
SCALE: 1" = 1'-0"
NOTES:
1.THERE SHALL BE NO EXPOSED SHARP/ JAGGED EDGES.
2.CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER.
3.ENSURE POSITIVE DRAINAGE.
11
4
2
3
4
5
IRRIGATION SCHEDULE
SYMBOL DESCRIPTION MODEL NO.
DESCRIPTION
DETAIL
# AND SHEET
IRRIGATION METER 3/4" DEDICATED IRRIGATION METER
REFER TO CIVIL, UTILITY, AND WATER PLANS NA NA
IRRIGATION
CONTROLLER
HUNTER "TWO-WIRE MODEL TBD"
120VAC POWER REQUIRED - SEE PLANS FOR LOCATION(S)1 LI-501
RAIN
SENSOR
HUNTER WSS-SEN
REFER TO CONTROLLER NOTES 2 LI-501
BACKFLOW
PREVENTER
FEBCO 3/4" 825YA
SEE ENCLOSURE SPECIFICATIONS BELOW 3 LI-501
NOT
SHOWN SECURITY ENCLOSURE GUARD SHACK GS-1 LIFT OFF ENCLOSURE
WITH FROSTGUARD BLANKET, POWDER COATED FOREST GREEN 4 LI-501
MANUAL DRAIN VALVE MATCO-NORCA 3/4" 201X
INSTALLED IN AEP 910L-1G2G VALVE BOX 5 LI-501
MASTER VALVE HUNTER IBV-100 SERIES
INSTALLED IN AEP 1015-1G2G VALVE BOX 6 LI-501
FLOW SENSOR
FLOWMEC QS-200-10
WITH COMMUNICATION CABLE BACK TO CONTROLLER, INSTALLED IN AEP
1015-1G2G VALVE BOX
7 LI-501
QUICK
COUPLER
HUNTER HQ-44LRC
INSTALLED IN AEP 910L-1G2G VALVE BOX 8 LI-501
ISOLATION GATE
VALVE
MATCO-NORCA 514TX
MATCH LINE SIZE, INSTALLED IN AEP 910L-1G2G VALVE BOX 9 LI-501
GROUNDING / LINE
SURGE SUPRESSION
COPPER-CLAD GROUNDING ROD
WITH WATERPROOF WIRE CONNECTORS AND SURGE ARRESTING DECODER,
INSTALLED IN AEP 910L-1G2G VALVE BOX.
3 LI-502
TURF VALVE
ASSEMBLY
HUNTER ICV-G SERIES
WITH SCH 40 BALL VALVE, AND SINGLE STATION DECODER INSTALLED IN AEP
1015-1G2G VALVE BOX, SIZED PER PLAN
4 LI-502
DRIP VALVE
ASSEMBLY
HUNTER ICZ-101-LF
WITH SCH 40 BALL VALVE, AND SINGLE STATION DECODER INSTALLED IN AEP
1320-1G2G VALVE BOX, SIZED PER PLAN
5 LI-502
TURF SPRAY
(FIXED)
HUNTER PROS-06-PRS30-CV WITH PRO-SPRAY FIXED SERIES NOZZLE
NOZZLE PER PLAN 6 LI-502
TURF SPRAY
(ADJUSTABLE)
HUNTER PROS-06-PRS30-CV W/ PRO ADJUSTABLE SERIES NOZZLE
NOZZLE PER PLAN 6 LI-502
SLEEVING CLASS 200 PVC
REFER TO SLEEVING NOTES 1 LI-502
SERVICE
LINE
TYPE K COPPER
SIZE: MATCH POC UNLESS OTHERWISE NOTED NA NA
PVC
MAINLINE
CLASS 200 PVC BE
SIZE: 1.5" UNLESS OTHERWISE NOTED 2 LI-502
PVC TURF
LATERAL
CLASS 200 PVC BE
SIZE: 1" MINIMUM UNLESS OTHERWISE NOTED 2 LI-502
DRIP
LATERAL
UV RESISTANT POLYETHYLENE
SIZE: 3/4" MINIMUM UNLESS OTHERWISE NOTED 1-3 LI-503
FLUSH END
CAP
HOSE END FLUSH CAP & OPERATIONAL INDICATOR
INSTALLED IN AEP 910L-1G2G VALVE BOX 4 LI-503
M
C
RS
DV
MV
FS
Q
G
8 8 8 8
01 01 01 01
21212121
Q T H F
51515151
8 01
21 51
VALVE CALLOUT EMITTER SCHEDULE
PLANT TYPE EMITTER QTY.TOTAL GPH
PERENNIAL / GRASSES 0.5 GPH TWO EACH 1.0 GPH
DECIDUOUS SHRUBS 1.0 GPH TWO EACH 2.0 GPH
EVERGREEN SHRUBS 1.0 GPH TWO EACH 2.0 GPH
DECIDUOUS TREE 1.0 GPH EIGHT EACH 8.0 GPH
EVERGREEN TREE 1.0 GPH EIGHT EACH 8.0 GPH
EMITTER NOTES
1. ALL PLANT MATERIAL SHALL BE IRRIGATED WITH RAIN BIRD XB SERIES PRESSURE COMPENSATING EMITTERS.
2. EMITTER SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL ADJUST EMITTER AND NUMBER OF EMITTERS BASED ON THE
NEEDS OF INDIVIDUAL PLANTS OR PLANT HYDROZONES.
3. 1/4" DISTRIBUTION TUBING NOT TO EXCEED 8' IN LENGTH.
4. RAIN BIRD DBC-025 DIFFUSER BUG CAP AND TS-025 STAKE ON ALL 1/4" DISTRIBUTION TUBING EMISSION POINTS.
5. REFER TO DRIP IRRIGATION DETAILS SHEET LI-503
XXX"
X - X
ZONE DESIGNATION:
T (TREES), S (SHRUBS),
G (TURF), N (NATIVE),
X (MISC)
VALVE/STATION NUMBER
VALVE FLOW: (GPM)
VALVE SIZE
IRRIGATION GENERAL NOTES
1.THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE IMPROVEMENTS SHOWN ON
THE PLANS.
2.THE CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE FOR
SUCCESSFUL COMPLETION OF THIS WORK.
3.ALL IRRIGATION EQUIPMENT IS TO BE AS SPECIFIED OR APPROVED EQUAL PER THE DISCRETION OF THE OWNER'S REPRESENTATIVE.
THE CONTRACTOR ASSUMES ALL LIABILITY ASSOCIATED WITH THE MODIFICATION OF THE IRRIGATION SYSTEM DESIGN WITHOUT
NOTIFYING THE OWNER'S REPRESENTATIVE.
4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT A THOROUGH SITE INSPECTION AND REVIEW OF THE PROJECT
CONSTRUCTION DOCUMENTS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LANDSCAPE PLAN, UTILITY PLAN, CIVIL UTILITY PLAN,
ARCHITECTURE PLAN, GRADING AND DRAINAGE PLAN AND ALL OTHER ASSOCIATED PLANS AND SPECIFICATIONS THAT AFFECT THIS
WORK PRIOR TO START OF WORK. IF THE AND CONTRACTOR OBSERVES ANY DISCREPANCIES AMONG THE CONSTRUCTION
DOCUMENTS AND THE EXISTING CONDITIONS ON SITE, IT IS THEIR RESPONSIBILITY TO CONTACT THE OWNER'S REPRESENTATIVE
IMMEDIATELY.
5.THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL PUBLIC AND PRIVATE UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. IF
THE CONTRACTOR FAILS TO DO SO AND DAMAGES ANY UNDERGROUND UTILITIES. THE CONTRACTOR SHALL PAY FOR ANY REPAIR
WORK ASSOCIATED WITH SAID DAMAGES.
6.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ADEQUATE VERTICAL AND HORIZONTAL SEPARATION BETWEEN ALL IRRIGATION
DISTRIBUTION LINES AND ALL UTILITIES (EXISTING OR PROPOSED), CONDUIT, STORM WATER COMPONENTS, DRAINS, ETC.
7.THE CONTRACTOR SHALL CONFORM TO ALL LOCAL AND STATE REGULATIONS AND INSTALL THE IRRIGATION SYSTEM AND ITS
COMPONENTS PER MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS
REQUIRED BY ANY LOCAL AND STATE AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THIS SITE.
8.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PAYING FOR CERTIFICATION OF THE BACKFLOW PREVENTER BY A STATE
CERTIFIED INSPECTOR. THE CONTRACTOR SHALL PROVIDE CERTIFICATES TO OWNER'S REPRESENTATIVE PRIOR TO PROJECT
ACCEPTANCE.
9.IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED WITHIN LANDSCAPE AREAS AND WITHIN THE
PROJECT LIMITS. EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN FOR GRAPHIC CLARITY ONLY. IF THERE IS A QUESTION
REGARDING THE LOCATION OF ANY COMPONENT OF THE IRRIGATION SYSTEM, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONTACT THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR NEGLECTS TO NOTIFY THE NECESSARY PARTIES, THE CONTRACTOR
SHALL PAY FOR ANY REPLACEMENT OR MODIFICATION TO ENSURE PROPER LOCATION AND OPERATION OF THE IRRIGATION SYSTEM
AND ITS COMPONENTS.
10.ALL IRRIGATION DISTRIBUTION LINES AND EQUIPMENT INCLUDING BUT NOT LIMITED TO, MAINLINE, LATERALS, SPRAY HEADS, DRIP
EMITTERS SHALL BE KEPT A MINIMUM DISTANCE OF 6' AWAY FROM ALL BUILDING AND WALL FOUNDATIONS, OR AS STIPULATED IN THE
GEOTECHNICAL REPORT , WHICHEVER IS GREATER. EQUIPMENT MAY BE SHOWN IN THIS AREA FOR GRAPHIC CLARITY. COORDINATE
ALL REQUIRED SETBACKS WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK.
11.EACH VALVE SHALL BE INSTALLED IN A SEPARATE VALVE BOX AS DETAILED. ALL VALVE BOXES AND LIDS SHALL BE COMMERCIAL
GRADE, PLASTIC WITH SELF LOCKING COVERS. LID COLOR TO BE GREEN. INSTALL FLUSH TO FINISH GRADE AND PER CONSTRUCTION
DETAILS. DO NOT INSTALL IN PAVED AREAS OR IN BOTTOMS OF DRAINAGE SWALES/BASINS.
12.CONTRACTOR SHALL INSTALL DETECTABLE MARKING TAPE OR #14g DIRECT BURY TRACER WIRE IN ALL PRESSURE MAINLINE
TRENCHES. SEE IRRIGATION DETAILS FOR MORE INFORMATION.
13.PLANT MATERIAL LOCATIONS TAKE PRECEDENCE OVER ROUTING OF IRRIGATION PIPING. COORDINATE INSTALLATION OF IRRIGATION
EQUIPMENT SO THAT IT DOES NOT INTERFERE WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL.
14.THE CONTRACTOR SHALL MARK THE LOCATION OF THE MAINLINE, CONTROL VALVES, GATE VALVES AND HEAD LAYOUT OF A
REPRESENTATIVE SPRAY ZONE. SCHEDULE A REVIEW WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
15.INSTALL SCH. 40 BALL WITH OPERATIONAL INDICATOR AT ENDS OF ALL DRIP LATERALS AS DETAILED. FLUSH ALL LATERALS
THOROUGHLY BEFORE INSTALLING EMITTERS AND BUBBLERS.
16.CONTRACTOR SHALL FINE TUNE AND ADJUST NOZZLE DIRECTION AND RADIUS TO REDUCE OVERSPRAY ONTO PAVING OR HARD
SURFACES.
17.CONTRACTOR SHALL INSTALL A QUICK COUPLER IN 10" VALVE BOX AT THE END OF ALL BRANCHES OF THE MAINLINE, OR AS SHOWN
ON PLANS, FOR WINTERIZATION AND FLUSHING OF MAINLINE.
18.THE CONTRACTOR SHALL PERFORM A PRESSURE TEST ON ALL MAINLINES. CONTRACTOR SHALL PRESSURIZE MAINLINES TO 120 PSI
AND MAINTAIN PRESSURE AT 120 PSI FOR A MINIMUM CONTINUOUS PERIOD OF TWO (2) HOURS TO ACHIEVE FINAL ACCEPTANCE.
19.THIS IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE DURING A THREE(3) NIGHT PER WEEK, SIXTEEN(16) HOURS PER NIGHT
WATERING WINDOW. DRIP IRRIGATION ZONES MAY BE ALLOWED TO RUN ON A SEPARATE SCHEDULE FROM THIS WATER WINDOW
DEPENDING JURISDICTION. LANDSCAPE ESTABLISHMENT WILL REQUIRE INCREASED IRRIGATION WATER FOR DURATION OF THE
ESTABLISHMENT PERIOD AND MAY REQUIRE TWICE THE AMOUNT OF WATER AS ESTABLISHED PLANT MATERIAL. THE CONTRACTOR
SHALL COORDINATE WATERING SCHEDULES AND APPLICATION RATES WITH THE OWNER'S REPRESENTATIVE PRIOR TO FINAL
ACCEPTANCE.
20.THE DESIGN IS BASED ON THE FOLLOWING PROJECTED PEAK SEASON WEEKLY APPLICATION RATES AFTER ESTABLISHMENT. THESE
FIGURES WILL NEED TO BE ADJUSTED DUE TO SEASONAL CHANGES AND VARIABLE WEATHER CONDITIONS.
·FESCUE/BLUEGRASS BLEND TURF 1.75" PER WEEK PEAK SEASON
·TREE, SHRUB, AND PERENNIAL PLANT MATERIAL 1.00" PER WEEK PEAK SEASON
21.THE CONTRACTOR SHALL PROVIDE A SEASONAL MAINTENANCE SCHEDULE WHICH SHALL BEGIN ON APRIL 15TH AND END ON
OCTOBER 15TH TO ENSURE THE EFFICIENCY AND LONGEVITY OF THE IRRIGATION SYSTEM. THE MAINTENANCE SCHEDULE SHALL
INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING LIST OF BEST MANAGEMENT PRACTICES:
·CHECK HEADS FOR COVERAGE AND LEAKAGE.
·CHECK CONTROLLER PROGRAMMING AND ADJUST FOR SEASONAL CHANGES AS NECESSARY.
·VERIFY THAT THE WATER SUPPLY AND PRESSURE ARE AS STATED IN THE DESIGN.
·CERTIFY THE BACKFLOW PREVENTION DEVICE AND SUBMIT TEST RESULTS TO THE PROPERTY MANAGER.
·PERIODICALLY VERIFY THE THE SENSORS IN THE IRRIGATION SYSTEM ARE OPERATING CORRECTLY.
·WINTERIZATION AND SPRING START UP PROCEDURES.
IRRIGATION POINT OF CONNECTION NOTES
1.POINT OF CONNECTION: THERE IS ONE (1) POINT OF CONNECTION ON THIS PROJECT.
POC #1 : 3/4" DEDICATED IRRIGATION WATER METER LOCATED WITHIN THE UTILITY EASEMENT WEST OF THE INTERSECTION AT DRAKE
AVENUE AND THE ACCESS DRIVE.
·CONTRACTOR IS TO LOCATE AND CONNECT DOWNSTREAM OF THE DEDICATED POTABLE IRRIGATION WATER METER (PROVIDED
BY OTHERS) WITH TYPE K COPPER AT A DEPTH OF 48" OR PER LOCAL CODE, WHICHEVER IS GREATER. EXTEND COPPER TO
BACKFLOW PREVENTION UNIT. EXTEND COPPER TUBING MINIMUM 30" HORIZONTAL FROM BACKFLOW PREVENTER AND INSTALL
ONE MANUAL DRAIN, TRANSITION TO AND EXTEND CLASS 200 PVC MAINLINE TO THE 1" QUICK COUPLER, MASTER VALVE, FLOW
SENSOR, GATE VALVE, AND EXTEND MAINLINE TO VALVES AS SHOWN.
·ALL PIPING FROM THE DEDICATED IRRIGATION POTABLE METER THROUGH DRAIN VALVE DOWNSTREAM OF THE BACKFLOW
PREVENTION UNIT SHALL BE THE SAME SIZE AS THE METER UNLESS OTHERWISE NOTED.
·THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES, OBTAIN AND PROVIDE PAYMENT FOR ALL PERMITS ASSOCIATED
WITH THIS WORK. FINAL LOCATION OF BACKFLOW PREVENTION UNIT SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION.
2.CONTROLLER LOCATION: THERE IS ONE (1) CONTROLLER ON THIS PROJECT.
CONTROLLER A : PEDESTAL MOUNTED CONTROLLER LOCATED ADJACENT TO THE POC.
·CONTROLLER SHALL BE PROGRAMMED TO RUN MULTIPLE VALVES AT ONE TIME WITH A MAXIMUM TOTAL OF 10 GPM .
·CONTROLLER, TO BE MOUNTED PER DETAILS AND MANUFACTURER'S SPECIFICATIONS.
·CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND ELECTRICAL PLANS FOR POWER SERVICE. ALL
ELECTRICAL EQUIPMENT AND POWER CONNECTION INSTALLATION SHALL CONFORM TO ALL LOCAL CODES. INSTALL A LINE
VOLTAGE SURGE DEVICE (INTERMATIC AG2401C3/ OR SQUARE D SDSA1175) FOR 120V IN A JUNCTION BOX PRIOR TO
CONTROLLER.
·RAIN/FREEZE SENSOR: MOUNT THE RAIN SENSOR ON NEAREST LIGHT POLE IN PROXIMITY TO THE CONTROLLER. THE SENSOR
SHALL BE MOUNTED IN A LOCATION IN FULL SUN AND OPEN TO RAINFALL. SENSOR SHALL BE NO MORE THAN 200' FROM
WIRELESS RECEIVER. MOUNT WIRELESS RECEIVER ON OR ADJACENT TO THE IRRIGATION CONTROLLER.
3.SYSTEM PRESSURE: THE SYSTEM HAS BEEN DESIGNED PER THE FOLLOWING SPECIFICATIONS: REQUIRED MINIMUM STATIC
PRESSURE OF XX PSI AND MAXIMUM SAFE VELOCITY OF 5 FPS IN ANY PVC PIPE AND 7.5 FPS IN ANY COPPER PIPE.
·PER (WATER PURVEYOR/CITY WATER) THE STATIC PRESSURE ON SITE IS APPROXIMATELY XX PSI.
·THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESSURE IN THE FIELD AT THE POINT OF CONNECTION BEFORE
CONSTRUCTION BEGINS AND FOR NOTIFYING THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DESIGN
PRESSURE OF THE SYSTEM AND THE MEASURED PRESSURE IN THE FIELD. IF THE CONTRACTOR FAILS TO NOTIFY OWNER'S
REPRESENTATIVE OF SUCH DISCREPANCIES, THEN THE CONTRACTOR ASSUMES ALL LIABILITY AND COSTS ASSOCIATED WITH
SYSTEM MODIFICATIONS TO ACCOMMODATE THE ACTUAL PRESSURE.
·FLOW SENSOR: SENSOR REQUIRES A MINIMUM FLOW FOR PROPER READINGS. MULTIPLE ZONES MAY BE REQUIRED TO RUN
SIMULTANEOUSLY TO ACHIEVE THE MINIMUM FLOWS REQUIRED. CONTRACTOR TO SET 'K' VALUES PER MANUFACTURER.
4.FLOW SENSOR REQUIRES A MINIMUM FLOW OF 0.20 GPM.
5.COMMUNICATION: IT IS RECOMMENDED THAT THE IRRIGATION CONTROLLER BE CONNECTED TO A WATER MANAGEMENT CONTROL
SOFTWARE FOR OPTIMUM FUNCTION OF THE IRRIGATION SYSTEM. COORDINATE WITH OWNER'S REPRESENTATIVE AND CONTACT THE
LOCAL CONTROLLER MANUFACTURER REPRESENTATIVE OR AUTHORIZED VENDOR PRIOR TO ORDERING CONTROLLER FOR
COMMUNICATION AND CONNECTIVITY OPTIONS.
TWO WIRE NOTES
1.GROUNDING FOR THE IRRIGATION CONTROLLER AND DECODERS ARE TO BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS AND PER THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 FOR EARTH GROUNDING
ELECTRONIC EQUIPMENT IN IRRIGATION SYSTEMS FOUND AT WWW.ASIC.ORG. FOR ADDITIONAL TECHNICAL SUPPORT REGARDING
THE IRRIGATION CONTROLLER OR GROUNDING PLEASE CONTACT THE MANUFACTURER.
2.DO NOT LOOP TWO WIRE PATH. STAR PATTERN FROM CONTROLLER FOR EACH BRANCH OF MAINLINE.
3.CONTRACTOR IS RESPONSIBLE FOR GROUNDING THE TWO-WIRE PATH AT THE FOLLOWING LOCATIONS, BUT ARE NOT LIMITED TO:
·CONTROLLER TO BE GROUNDED INDEPENDENTLY FROM BUILDING.
·GROUND 1ST DECODER ON WIRE PATH FROM CONTROLLER.
·GROUND EVERY 8TH DECODER OR EVERY 500 FEET BETWEEN DECODERS, WHICH EVER LENGTH IS SMALLER.
·GROUND EVERY END OF WIRE PATH.
4.THE TWO-WIRE CONTROLLER REQUIRES EACH CONTROL VALVE AND SENSOR TO HAVE A DECODER. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO PROVIDE THE PROPER DECODERS, SURGE SUPPRESSION AND GROUNDING. THE RAIN SENSOR AND FLOW
SENSOR REQUIRE A SENSOR DECODER.
5.QTY OF STATIONS (VALVES) PER MANIFOLD REQUIRED DECODER
·SINGLE STATION ICD-100 (HUNTER)
·FLOW SENSOR ICD-SEN (HUNTER)
6.CONTROLLER TWO-WIRE PATH SHALL BE MANUFACTURER'S APPROVED WIRE OR APPROVED EQUAL.
7.CONTRACTOR SHALL USE UL APPROVED WIRE STRIPPER AND WATERPROOF CONNECTIONS (DBR/Y OR APPROVED EQUAL) AT ALL
SPLICES AND CONNECTIONS POINTS.
8.PROVIDE 30" MINIMUM TWO WIRE PATH IN EACH VALVE BOX FOR MAINTENANCE.
9.CONTRACTOR SHALL INCLUDE TWO-WIRE RUN PATHS ON AS-BUILT DRAWINGS.
SLEEVING COORDINATION NOTES
1.INSTALLATION OF IRRIGATION SLEEVING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR
SHALL COORDINATE WITH THE IRRIGATION CONTRACTOR FOR LOCATION AND SIZING OF SLEEVES PRIOR TO THE START OF
CONSTRUCTION.
2.SLEEVES SHALL BE INSTALLED PRIOR TO THE START OF PAVING OPERATIONS.
3.THE CONTRACTOR SHALL SLEEVE ALL IRRIGATION DISTRIBUTION LINES, VALVE CONTROL WIRES AND COMMUNICATION WIRES
UNDER ALL PAVED SURFACES, WALL FOOTERS, DRAINAGE CHANNELS, INLETS, CATCH BASINS, ETC.
4.ALL SLEEVES SHALL EXTEND A MINIMUM OF 12" BEYOND EDGE OF ALL OBSTRUCTIONS. NO TEES, ELLS OR OTHER TURNS IN PIPING
SHALL BE LOCATED UNDER ANY OBSTRUCTIONS.
5.EACH PIPE SHALL BE IN A SEPARATE SLEEVE. WIRES SHALL BE IN A SEPARATE PIPE UNDER ALL PAVED SURFACES.
6.SLEEVING SHALL BE INSTALLED PER THE SIZES AND QUANTITIES SHOWN ON THE PLANS BASED ON THE CHART BELOW.
PIPING REQUIRED SLEEVE SIZE
MAINLINE PIPING 3" CLASS 200 PVC
LATERAL PIPING 2X NOMINAL DIAMETER OF LATERAL
CONTROL WIRES 2" CLASS 200 PVC (2.5" 45 WIRES +)
EXISTING TREE NOTES
1.ALL TRENCHING OR OTHER WORK UNDER LIMB SPREAD OF ANY AND ALL PLANT MATERIAL SHALL BE DONE BY HAND, BORING OR BY
OTHER METHODS SO AS TO PREVENT DAMAGE TO LIMBS OR BRANCHES.
2.WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES AND
TREE ROOTS.
3.EXCAVATION AND TRENCHING, IN AREAS WHERE 2" AND LARGER ROOTS OCCUR, SHALL BE DONE BY HAND.
4.ROOTS 2" OR LARGER IN DIAMETER SHALL BE TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED WITH BURLAP TO PREVENT
SCARRING OR EXCESSIVE DRYING.
5.ROOTS SMALLER THAN 2" IN DIAMETER SHALL BE HAND TRIMMED AT THE WALL OF TRENCH, MAKING CLEAN CUTS THROUGH ROOTS.
6.TRENCHES ADJACENT TO TREES SHALL BE CLOSED WITHIN 24 HOURS, AND WHEN THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH
ADJACENT TO TREE SHALL BE KEPT SHADED WITH MOISTENED BURLAP OR CANVAS UNTIL BACKFILL.
IRRIGATION
NOTES
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5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
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244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
LI-001
ELEC
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WEST THUNDERBIRD DRIVE
SIZE:
FLOW:
PRESSURE:
POC
XX PSI
10 GPM
3/4-INCH
#1
CONTROLLER
120 VAC REQUIRED
A
Q
DVMVFS MARS
Q
Q
Q
SYMBOL DESCRIPTION QTY (SF)
WATER NEEDED
(GALLONS/SF/YR)
ANNUAL WATER USE
(GALLONS)
NON-IRRIGATED 249,162 0 0
LOW WATER USE 8,204 8 65,632
HIGH WATER USE 10,835 18 195,030
TOTAL 19,039 13.7 260,662
WATER USE TABLE
OVERALL
IRRIGATION
LI-100
NORTH
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244 NORTH COLLEGE AVENUE
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FORT COLLINS, CO 80524
P 970.409.3414
0 4020 80
SCALE 1" = 40'
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LI -103 LI -104
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WEST DRAKE ROAD
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LOT 4
104,334 SF
2.40 ACRES
LOT 3
67,247 SF
1.54 ACRES
SIZE:
FLOW:
PRESSURE:
POC
XX PSI
10 GPM
3/4-INCH
#1
CONTROLLER
120 VAC REQUIRED
A
DVMVFS MARS
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IRRIGATION
PLAN
MATCHLINE, SEE SHEET LI-103
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5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
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CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
KEY MAP
SCALE: 1"=150'
LI-101 LI-102
LI-103 LI-104
NORTH
0 2010 40
SCALE 1" = 20'
LI-101
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WEST DRAKE ROAD
LOT 1
60,572 SF
1.39 ACRES
Q
IRRIGATION
PLAN
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5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
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12/04/24 SUBMITTAL
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CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LI-104
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SCALE 1" = 20'
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SCALE: 1"=150'
LI-101 LI-102
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WEST THUNDERBIRD DRIVE
LOT 4
104,334 SF
2.40 ACRES
Q
IRRIGATION
PLAN
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5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
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NOT FOR
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244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LI-101
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SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LI-101 LI-102
LI-103 LI-104
LI-103
X
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W
W
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SS
S
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G G G G
GGG
W W W W W
D
W
W
W
W
W
W
W
SSSSSSS
S
S
S
S
S
WEST THUNDERBIRD DRIVE
NOT A PART
LOT 1
WALTERS SUBDIVISION
LOT 2
WALTERS SUBDIVISION
LOT 3
WALTERS SUBDIVISION
LOT 2
40,766 SF
0.94 ACRES
IRRIGATION
PLAN
OWNER:
DATE:
SHEET TITLE:
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
MATCHLINE, SEE SHEET LI-102
MA
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S
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1
0
3
NORTH
0 2010 40
SCALE 1" = 20'
KEY MAP
SCALE: 1"=150'
LI-101 LI-102
LI-103 LI-104
LI-104
NOTE:
1.ALL ELECTRICAL AND CONTROLLER WIRE TO BE INSTALLED PER LOCAL CODE AND
MANUFACTURER'S SPECIFICATIONS.
2.PROVIDE LOCK AND KEY FOR ENCLOSURE.
3.GROUND CONTROLLER PER LOCAL CODE, MANUFACTURER AND ASIC SPECIFICATIONS.
4.PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.
1
2
3
4
5
6
7
METAL ENCLOSURE
CONTROLLER PER SCHEDULE
METAL PEDESTAL MOUNT
ENCLOSURE PER SCHEDULE
1" ELECTRICAL SUPPLY
CONDUIT: SIZE, TYPE, DEPTH
PER LOCAL CODE
GROUND WIRE CONDUIT MIN.
1-1/2". GROUND PER ASIC
GUIDELINES.
6" THICK CONCRETE BASE WITH
SLEEVES FOR CONDUIT
FINISH GRADE
CONDUIT FOR DIRECT BURY
CONTROL WIRES. EXTEND
CONDUIT 5' FROM CONTROLLER
1
2
3
4
5
6
7
CONTROLLER PEDESTAL
SCALE: NTS
1
2
3
SUITABLE FASCIA, WALL, OR
GUTTER MOUNT. MOUNT IN
LOCATION WHERE SENSOR CAN
RECEIVE FULL SUN AND IS OPEN
TO RAINFALL.
WIRELESS RAIN SENSOR, LOCATE
WITHIN 500' OF THE
CONTROLLER.
SECURE MOUNTING BRACKET TO
EXTERIOR WALL WITH SCREWS
PER LOCAL CODES
1
2
3
NOTE:
1.PROVIDE WATERPROOF SEALANT FOR ALL CONDUIT AND WIRE ACCESS POINTS.
2.FINAL LOCATION AND MOUNTING SYSTEM TO BE DETERMINED BY OWNER.
3.SENSOR SHOULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER
SYSTEM OR UNDER EAVE OF HOUSE.
RAIN SENSOR SURFACE MOUNT
NTS
4"
MIN.
12"
FLOW TO
VALVES
FLOW FROM
P.O.C.
1
2
8
3
4
9
10
11
6
12
7
BACKFLOW ENCLOSURE
BALL VALVE
BRASS UNION
TYPE K COPPER PIPE
COMPACTED SUBGRADE
PVC ADAPTOR 30" BEYOND UNIT
PVC MAINLINE
REDUCED PRESSURE BACKFLOW
PREVENTER WITH BALL VALVES
BRASS RISER
BRASS WYE STRAINER (100 MESH)
COPPER ADAPTER
FINISH GRADE
1
2
3
4
5
6
7
8
9
10
11
12
5
NOTE:
1.INSTALL PER LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS.
2.PROVIDE PVC PIPE PROTECTION AROUND COPPER SUPPLY LINES AS THEY GO THROUGH THE
CONCRETE SLAB BASE.
3.BACKFLOW PREVENTION DEVICES SHALL BE PLACED A MINIMUM OF TWO (2') FEET FROM THE
WATER METER AND BE THE SAME SIZE AS THE METER SERVICE LINE.
4.PROVIDE THRUST BLOCKS FOR LINES 2-1/2" OR LARGER.
BACKFLOW FEBCO 825YA
SCALE: 1/2" = 1'-0"
STANDARD LIFT-OFF
GUARDSHACK INTERNAL
DIMENSIONS
CONCRETE HOLE
OPENING
GS-.5 10"W x 18"H x 12"L 8"W x 21"L
GS-1 10"W x 24"H x 22"L 8"W x 21"L
GS-2 10"W x 24"H x 30"L 8"W x 29"L
NOTE:
1.INSTALL GUARDSHACK LIFT-OFF UNIT 51 POWDER COATED STEEL GUARD SHACK PER MANUFACTURER'S SPECIFICATIONS.
2.ALL BOLTS FOR MOUNTING BRACKETS SHALL BE ZINC PLATED TAMPER PROOF.
3.PRODUCT AVAILABLE FROM GUARDSHACK 3831 E. GROVE ST. PHOENIX, AZ 85040, PH: (602) 426-1002 EXT. 422 FX: (602) 426-1005
4.PROVIDE KEYED PADLOCK, MASTER LOCK MODEL #957 W/ (2) TWO KEYS FOR LOCKING SECURITY ENCLOSURE.
LIFT-OFF GUARDSHACK
ENCLOSURE
LOCK SHIELD
CONCRETE PAD - PAD TO BE 9"
LARGER ON ALL SIDES FROM
INTERIOR DIMENSIONS OF
GUARDSHACK ENCLOSURE
FINISH GRADE
3/4" CRUSHED GRAVEL,
CONCRETE HOLE OPENING
DIMENSION PER CHART
1
2
3
4
5
1
2
3
H
L W9"9"
6"
H
4
W
9"
9"
L
1
2
3
5
9"9"
BACKFLOW ENCLOSURE LIFT-OFF
SCALE: NTS
PLANVIEW
4
3
2
1
NOTE:
1.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
2.LOCATE DRAIN VALVE AT POINT OF CONNECTION AND AT ALL LOW POINT(S) ALONG THE
IRRIGATION MAINLINE AS NEEDED.
5
6
7
8
9
10
11
12
13
MANUAL DRAIN VALVE
SCALE: NTS
10" LOCKING ROUND
BOX & COVER PER
SCHEDULE. TOP OF
BOX TO BE FLUSH WITH
FINISH GRADE.
2" VALVE MARKER
2" CL160 PVC ACCESS SLEEVE
LENGTH AS REQUIRED.
3" DEPTH 3/4" CRUSHED GRAVEL
6" BEYOND EDGE OF BOX
PVC PRESSURE MAIN LINE
SCH. 80 TEE PER MAINLINE SIZE.
ALIGN IN A DOWNWARD POSITION
SCH. 80 PVC NIPPLE
FINISH GRADE
1" BRONZE STOP VALVE WITH
SLOTTED KEY OPERATOR
SCH. 80 PVC ELL
SCH. 80 PVC NIPPLE
3/4" GRAVEL SUMP - 1 CU. FT. MIN
SOIL BLANKET ENCLOSING SUMP
AMOCO ENG. FABRIC 4545 - 4.5
OZ. OR EQUAL
1
2
3
4
5
6
7
8
9
10
11
12
13
PVC MAINLINE
SCH. 80 PVC MALE ADAPTER
SCH. 80 PVC BALL VALVE
FINISH GRADE
LOCKING VALVE BOX
SCH. 80 PVC NIPPLE
(THREADED)
MASTER VALVE
WATERPROOF ELECTRICAL
CONNECTIONS
DECODER
WIRES TO CONTROLLER
BRICK SUPPORTS 2 MIN.
3/4" GRAVEL SUMP - 8" DEPTH
COMPACTED SUBGRADE
SCH. 80 PVC UNION (THREADED)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
3" MIN.
4
MASTER VALVE
SCALE: NTS
1
2
3
5 6 7 9 10 1
11 12 13 6
NOTE:
1.INSTALL MASTER VALVE PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND
GROUNDING.
8
14 2
MINIMUM UPSTREAM
DISTANCE 10x
FLOW METER SIZE
OF CLEAN STRAIGHT PIPE
MINIMUM DOWNSTREAM
DISTANCE 5x
FLOW METER SIZE
OF CLEAN STRAIGHT PIPE
FLOW
WIRES TO CONTROLLER
LOCKING VALVE BOX
WATERPROOF ELECTRICAL
CONNECTIONS
FLOW SENSOR PER SCHEDULE
DOWNSIZED MAINLINE
FINISH GRADE
SCH. 80 PVC ECCENTRIC
COUPLING (S x S) - SIZE & QTY
TO BE DETERMINED IN FIELD
SCH. 80 PVC NIPPLE (MPTxS)
SCH. 80 PVC UNION (THREADED)
PVC MAINLINE
SCH. 80 PVC MALE ADAPTER
COMPACTED SUBGRADE
3/4" GRAVEL SUMP 8" DEPTH
BRICK SUPPORTS 2 MIN.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
FLOW SENSOR
SCALE: NTS
NOTE:
1.INSTALL FLOW SENSOR PER MANUFACTURER'S SPECIFICATIONS FOR WIRING AND
GROUNDING.
2 3 4 5 6 7 9
12
13
14
8 1010987
1111
1
LOCKING ROUND BOX & COVER
PER SCHEDULE. TOP OF BOX TO
BE FLUSH WITH FINISH GRADE
FINISH GRADE
8" SCH 40 PVC ACCESS SLEEVE
LENGTH AS REQUIRED.
GATE VALVE W/ CROSS HANDLE
AND SOLID WEDGE DISC PER
SCHEDULE
3/4" GRAVEL SUMP FILL IN AND
AROUND BOX AS REQUIRED.
3" DEPTH 3/4: GRAVEL EXTEND 6"
BEYOND EDGE OF BOX
PVC MAINLINE
COMPACTED SUBGRADE
1
2
3
4
5
6
7
8
NOTE:
1.COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY AS ADJACENT
UNDISTURBED SUBGRADE.
2.DO NOT REST VALVE BOX OR ACCESS SLEEVES ON MAINLINE OR LATERAL LINE.
3.PROVIDE GATE VALVE KEY - LENGTH AS REQUIRED.
CL
GATE VALVE 2" AND SMALLER
SCALE: NTS
4"
M
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2"
MI
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4
3
2
1
6
7
5
8
FINISH GRADE
10" ROUND BOX & COVER PER
SCHEDULE. TOP OF BOX TO
FLUSH WITH FINISH GRADE
QUICK COUPLING VALVE W/
LOCKING COVER PER
SCHEDULE
SCH. 80 PVC RISER (T x T)
3" DEPTH 3/4" GRAVEL BASE
EXTEND 6" BEYOND EDGE OF
BOX
PVC SWING JOINT
PVC MAINLINE
24" LONG #4 REBAR TO HOLD
QUICK COUPLER IN PLACE W/
(2) STAINLESS STEEL CLAMPS
1
2
3
4
5
6
7
8
QUICK COUPLER
SCALE: NTS
NOTES:
1.EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX.
2.PROVIDE (1) QUICK COUPLER KEY FOR EACH QUICK COUPLER VALVE.
3.QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER. COLOR PER LEGEND.
4.COMPACT SOIL AROUND GATE VALVE ASSEMBLY TO THE SAME DENSITY
AS ADJACENT UNDISTURBED SUB-GRADE.
5.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
1
2
3
4
5
6
7
8
1
4
7
2
5
8
3
6
9 IRRIGATION
DETAILS
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
L
R
CC
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
LI-501
FINISH GRADE
POP-UP SPRAY HEAD PER
SCHEDULE
PVC LATERAL PIPE
SWING JOINT ASSEMBLY
PVC SCH. 40 TEE OR ELL (S x T)
WALLS, WALKS, COURTS, CURB,
ETC.
1
2
3
4
5
6
NOTE:
1.AFTER FLUSHING HEADS, REGRADE AND COMPACT AS NEEDED TO RETURN TO FINISH GRADE.
2.SPRINKLERS SHALL BE MIN. 6" FROM ANY WALLS, WALKS, COURTS, AND 12" FROM TURF EDGE.
3.ADJUST ALL SPRINKLERS HEADS SO THAT NO OVERSPRAY OCCURS ON ANY WALLS, WALKS,
COURTS, ETC.
4.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
5.COMPACT SOIL AROUND HEAD TO THE SAME DENSITY AS ADJACENT UNDISTURBED SUBGRADE.
6
POP-UP SPRAY
SCALE: NTS
6" MIN. OR PER
LOCAL CODE
5
1
2
3
4
PAVING
WRAP 12 GAUGE GALVANIZED
WIRE AROUND EACH END OF
SLEEVE (10 WRAPS MIN.) AND
EXTEND TO SURFACE AS A
LOCATING DEVICE
FINISH GRADE / TOP OF DG
COMPACT SOIL AROUND SLEEVE
TO SAME DENSITY AS ADJACENT
UNDISTURBED SOIL
WASHED AND GRADED MORTAR
SAND BACKFILL IN ROCKY SOIL
CONDITIONS
PVC SLEEVE PER SCHEDULE,
TWICE DIAMETER OF THE SUM OF
THE PIPES/ WIRES
EXTEND SLEEVES 6" BEYOND
EDGES OF PAVING
1
2
3
4
5
6
7
NOTE:
1.ALL SLEEVES SHALL BE INSPECTED PRIOR TO BACKFILLING.
2.CAP SLEEVES UNTIL USE.
3.MULTIPLE SLEEVES REQUIRE 4" HORIZONTAL SEPARATION WITHIN SAME SLEEVE TRENCH.
4.IRRIGATION PIPE AND WIRE SHALL NOT SHARE THE SAME SLEEVE.
5.MARK / STAMP - 'X' AND/OR INSTALL PLACARD AT BACK OF CURB.
6" MIN.
18" MIN. DEPTH
24" MIN. DEPTH
FOR MAINLINE
1
2
3
4
5
6
7
PIPE SLEEVE
SCALE: NTS
SNAKE PVC OR POLYETHYLENE
PIPE IN TRENCH
EXCAVATED COVER MATERIAL
(SEE NOTES)
FINISH GRADE/TOP OF MULCH
POLYETHYLENE DRIP LATERAL
(INSTALL JUST BELOW ROUGH
GRADE TO PROVIDE UV COVER
PRIOR TO MULCH LAYER)
MAINLINE MARKING TAPE
(PURPLE MARKING TAPE IF
RECLAIMED)
IRRIGATION SPRAY LATERAL PIPE
12" DEPTH FOR SPRAY LATERALS
18" FOR ROTOR LATERALS
IRRIGATION MAINLINE PIPE
VALVE WIRING. BUNDLE AND
TAPE PER IRRIGATION NOTES
BEDDING MATERIAL (SEE NOTES)
1
2
3
4
5
6
7
8
9
NOTE:
1.ALL MAINLINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER' SPECIFICATIONS.
2.ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN IN PLAN VIEW ABOVE.
3.PROVIDE HORIZONTAL OFFSET FOR PIPING IN SHARED TRENCHES.
4.ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES.
5.ALL ELECTRICAL WIRE CONNECTIONS TO VALVES AND SPLICES TO BE INSTALLED WITHIN A
VALVE BOX AND MADE WITH DBY WATERPROOF CONNECTORS, OR APPROVED EQUAL.
6.BUNDLE AND TAPE CONTROLLER WIRING PER NOTES AND INSTALL WITHIN MAINLINE TRENCH
WHEREVER POSSIBLE.
7.CONTROLLER WIRE TO BE BURIED AT 18" MIN DEPTH IF NOT LOCATED WITH MAINLINE.
8.MANILINE BEDDING MATERIAL SHALL BE 1/4” MINUS SAND, AND SHALL BE 3” BELOW PIPE OR
WIRE AND 3” ABOVE MAINLINE.
9.BEDDING IS NOT REQUIRED IN POLYETHYLENE TUBING TRENCHES OR SHARED TRENCHES.
10.EXCAVATED COVER MATERIAL SHALL BE FREE FROM DEBRIS AND ROCKS 1/2” OR GREATER.
SECTION
PIPE TRENCH
SCALE: NTS
1
9
3
8
7
6
4
2
5
24"12"/18"
10"
PLAN
10'
4"
6"
8
PVC MAINLINE
BRICK SUPPORT (4 MIN.)
CONTROL WIRE
COMMON WIRE TO NEXT
VALVE(S)
PVC LATERAL W/ MALE ADAPTER
SCH. 80 PVC UNION (THREADED)
WATERPROOF CONNECTORS
TWO-WIRE DECODER
CONTROL VALVE
(4) SCH. 80 PVC NIPPLE/ RISER
(LENGTH & SIZE VARY)
SCH. 80 PVC BALL VALVE
LOCKING VALVE BOX
FINISH GRADE
PVC ELBOW (TxT)
3/4" GRAVEL SUMP - 4" DEPTH
PVC TEE (SxSxT)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
3"
FLOW
CONTROL VALVE WITH DECODER
SCALE: NTS
NOTE:
1.BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH WATERPROOF SPLICING
MATERIAL.
2.30" MINIMUM LENGTH OF CONTROL WIRE, COILED AND PLACED IN BOX AT WATERPROOF
CONNECTION TO SOLENOID.
3.INSTALL DECODER PER MANUFACTURE'S SPECIFICATIONS FOR WIRING AND GROUNDING.
12
13
14
15
3
7
1
6
5
2
4
9 10 11
16
10
3
8
FLOW
WATERPROOF CONNECTORS
30" COIL OF WIRE MINIMUM
PLACED IN BOX
(2) SCH. 80 PVC UNION
(THREADED)
PVC COUPLING (FPTxFPT)
PVC LATERAL
BRICK SUPPORT (4 MIN)
4" DEPTH GRAVEL SUMP
VALVE BOX PER IRRIGATION
SCHEDULE, FLUSH TOP OF BOX
W/ GRADE
CONTROL VALVE
SCH. 80 PVC BALL VALVE
CONTROL AND COMMON
WIRES FROM CONTROLLER
SCH. 80 TEE (SxSxT)
PVC MAINLINE
1
2
3
4
5
6
7
8
9
10
11
12
13
DRIP CONTROL ZONE KIT WITH DECODER
SCALE: NTS
NOTES:
1.BUNDLE & TAPE WIRE EVERY 10 FT. SEAL
WIRE ENDS w/ WATERPROOF SPLICING
MATERIAL.
2.30" MINIMUM LENGTH OF CONTROL WIRE
COILED AND PLACED IN BOX AT WATER
PROOF CONNECTION TO SOLENOID.
3.INSTALL DECODERS PER MANUFACTURER'S
SPECIFICATIONS FOR WIRING AND
GROUNDING.
Drip valve to poly connection
Refer to schedule for type of connection required.
POLY PVC TO POLY
FITTING
Drip valve to pvc connection
Refer to schedule for type of
connection required.
3"
1
2
3
4
5
9
10
11
12
13
6
8
7
VALVE BOX WITH COVER PER
LEGEND
FINISH GRADE
WIRE FROM LINE SURGE
PROTECTOR TO GROUNDING
ROD BRASS CLAMPS (1 OF 2)
GROUNDING ROD: 10 OHMS OR
LESS
3 INCH MINIMUM DEPTH OF 3
4
INCH WASHED GRAVEL
LINE SURGE ARRESTOR
WATERPROOF CONNECTORS
WIRE FROM DECODER TO WIRE
CONNECTOR
BRICK (2 MINIMUM)
TWO-WIRE
CABLE/COMMUNICATION WIRE
TO NEXT DEVICE (FIELD
DECODER, SENSOR DECODER,
LINE SURGE PROTECTOR OR
CONTROLLER
1
2
3
4
5
6
7
8
9
10
LINE SURGE PROTECTION
SCALE: NTS
NOTES:
1.INSTALL A LINE SURGE PROTECTOR EVERY 8th DECODER OR EVERY 500 FT. WHICHEVER IS
SHORTER AND AT THE END OF EACH WIRE RUN.
2.INSTALL THE GROUNDING WIRE AND EACH GROUNDING HARDWARE AT RIGHT ANGLES FROM
THE TWO-WIRE PATHS, WHEN POSSIBLE.
3.EACH GROUND SYSTEM SHALL MAINTAIN A MAXIMUM GROUND RESISTANCE OF 10 OHMS OR
LESS. REFER TO TWO-WIRE COMPONENTS MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS FOR INSTALLATION.
4.INSTALL GROUNDING PER ASIC'S GUIDELINES.
3
4
5
6
8
9
10
7
1
2
10
1
4
2
5
3
6
IRRIGATION
DETAILS
OWNER:
DATE:
SHEET TITLE:
CH
E
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K
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DR
A
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SW
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
LI-502
1 2
1/4" DISTRIBUTION TUBING. RUN
TUBING UNDER WEED BARRIER
FABRIC TO PLANT.
LENGTH NOT TO EXCEED 8'
UNIVERSAL 1/4" STAKE
DIFFUSER CAP
TOP OF MULCH
PRESSURE COMPENSATING
EMITTER PER EMITTER
SCHEDULE. INSTALL EMITTER AT
45° TO 60° ANGLE
3/4" POLYETHYLENE TUBING
SET WITH TOP OF TUBING FLUSH
WITH FINISH GRADE OF SOIL
FINISH GRADE OF SOIL
WEED BARRIER FABRIC
1
2
3
4
5
6
7
8
SINGLE OUTLET EMITTER
SCALE: NTS
1
2
3
4
7
5
6
8
3SINGLE OUTLET EMITTER PLACEMENT
SCALE: NTS
DIFFUSER CAP W/ DRIP STAKE
PLANT CENTER
PLANT ROOTBALL
SINGLE OUTLET EMITTER
3/4" POLYETHYLENE DRIP TUBING
1/4" DISTRIBUTION TUBING
(LENGTH NOT TO EXCEED 8')
1
2
3
4
5
6
NOTE:
1.EMITTERS SHALL BE EQUALLY SPACED AROUND ROOTBALL.
2.FLUSH ALL LINES THOROUGHLY PRIOR TO EMITTER INSTALLATION.
2.IF PLANTING ON A 4:1 SLOPE OR STEEPER, INSTALL EMITTERS ON THE UPHILL SIDE OF PLANT.
3.EMITTERS SHALL BE SELF-FLUSHING PRESSURE COMPENSATING-TYPE UNLESS NOTED
OTHERWISE.
4.DRIP VALVE ZONES (HYDROZONES) ARE DESIGNED TO ACCOUNT FOR DIFFERENCES IN PLANT
REQUIREMENTS AND SUN EXPOSURE.
5.CONTRACTOR SHALL ENSURE HYDROZONES ARE VALVED SEPARATELY AS SHOWN ON PLAN.
1
2
3
4
5
6
1
3
6
56
EMISSION POINT. DIFFUSER CAP
W/ DRIP STAKE (TYP.)
PLANT ROOT BALL (TYP.)
PLANT CENTER (TYP.)
SECOND EMISSION POINTS SEE
NOTE 3 BELOW
TREE TRUNK
MULCH LAYER
1/4" DISTRIBUTION TUBING
(LENGTH NOT TO EXCEED 8')
3/4" POLYETHYLENE DRIP TUBING
SINGLE OUTLET EMITTER
ROOTBALL
1
2
3
4
5
6
7
8
9
10
TREE EMITTER PLACEMENT
SCALE: NTS
60°60°
60°60°
60
°
NOTE:
1.MAXIMUM LENGTH OF ONE DISTRIBUTION TUBE SHALL BE 8'.
2.ALL EMISSION POINTS SHALL BE LOCATED ON UPHILL SIDE OF PLANT MATERIAL. ONE
EMISSION POINT SHALL BE DIRECTLY TO PLANT BALL AS INDICATED. ADDITIONAL EMISSION
POINTS SHALL BE WITHIN PLANT PIT PERIMETER AS DIRECTED IN THE EMITTER SCHEDULE.
3.SECOND EMISSION POINTS (IF NEEDED) AS PER THE EMITTER SCHEDULE FOR TREES WITH 3"
CALIPER OR GREATER OR CONIFEROUS TREES 10' OR GREATER IN HEIGHT.
4.THIS IS A WATERING GUIDE ONLY. SITE, SOIL AND PLANT CONDITIONS VARY GREATLY.
CONTRACTOR MUST OBSERVE THE PLANT MATERIAL AND MAKE ADJUSTMENTS AS
NECESSARY FOR PROPER PLANT WATER REQUIREMENT.
1
2
3
4
5
1
6
7
8
9
10
6" MIN.
12" MAX.
8
7
10
5
NOTE:
1.COMPACT SOIL AROUND VALVE BOX TO THE SAME DENSITY AS ADJACENT UNDISTURBED
SUBGRADE.
2.INSTALL OPERATIONAL INDICATOR WITHIN 24" OF FLUSH VALVE.
3.ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE.
1
7
2
8
3
4
5
6
12" MIN. POP-UP HEAD WITH
ENCLOSED NOZZLE AND SWING
PIPE. (ZONE OPERATIONAL
INDICATOR)
LOCKING ROUND BOX & COVER
PER SCHEDULE. TOP OF BOX TO
BE FLUSH WITH FINISH GRADE
3/4" SCH. 40 PVC BALL VALVE
FINISH GRADE
3/4" MxI MALE ADAPTER W/
CLAMPS
3/4" POLYETHYLENE DRIP TUBING
- 24" COIL IN BOX FOR
MAINTENANCE
BRICK (2 REQUIRED MIN.)
3/4" GRAVEL SUMP, 4" DEPTH
1/2" SCH. 80 NIPPLE (LENGTH AS
NEEDED)
3/4"x3/4"x1/2" IxIxF INSERT TEE
POLY LATERAL
1
2
3
4
5
6
7
8
9
10
11
DRIP FLUSH VALVE WITH OPERATIONAL INDICATOR
SCALE: NTS
9
10
11
IRRIGATION
DETAILS
OWNER:
DATE:
SHEET TITLE:
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DRACOL LLC
5994 S HOLLY ST, #185
GREENWOOD VILLAGE, CO 80111
HV
,
E
N
CS
12/04/24 SUBMITTAL
R
NOT FOR
CONSTRUCTION
244 NORTH COLLEGE AVENUE
#165
FORT COLLINS, CO 80524
P 970.409.3414
LI-503